{"meta":{"query_hash":"a643c5a1db33","filters":{"topic":"Geotechnical Engineering and Soil Stabilization"},"cohort_total":1126,"direct_labels_cover":1,"predictions_cover":1126,"exported":1126,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/a643c5a1db33","api":"https://metacan.xera.ac/api/v1/cohort?topic=Geotechnical+Engineering+and+Soil+Stabilization"},"results":[{"id":"W1017401728","doi":"10.3141/2474-22","title":"High-Strength Geotextiles in Ultraheavy-Load Haul Roads","year":2015,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Terrafix Geosynthetics (Canada); Golder Associates (Canada)","funders":"","keywords":"Truck; Subbase; Tension (geology); Geotechnical engineering; Structural engineering; Axle; Engineering; Environmental science; Materials science; Ultimate tensile strength; Automotive engineering; Mathematics; Composite material","score_opus":0.05922573110200082,"score_gpt":0.32367536539789193,"score_spread":0.26444963429589113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1017401728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9951231,0.00041189807,0.0018818516,0.0009336405,0.0007258558,0.00051873445,0.0000339448,0.00010235091,0.00026863182],"genre_scores_gemma":[0.99787915,0.00079101574,0.0007985217,0.000010413282,0.0001543761,0.000054505224,0.000018595134,0.00006745997,0.0002259764],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99365,0.00050083565,0.0013023188,0.00029108013,0.003396871,0.00085886795],"domain_scores_gemma":[0.996101,0.0005294356,0.00013086233,0.00043061897,0.0023218847,0.0004861884],"candidate_categories":["research_integrity"],"consensus_categories":[],"category_scores_codex":[0.004549633,0.0002543172,0.00045027354,0.00088551024,0.00015645864,0.00009991364,0.0008378791,0.00026410923,0.00009629464],"category_scores_gemma":[0.00039702858,0.00020613692,0.00021946794,0.0024966008,0.00028874903,0.00054041605,0.000004843437,0.0024515954,0.000027518778],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004110479,0.00020103341,0.019469012,0.0002285422,0.00006845152,0.00010738094,0.0028484995,0.95810735,0.0018376602,0.0016665917,0.004911315,0.010143098],"study_design_scores_gemma":[0.003879935,0.0007032464,0.9373242,0.00066739775,0.000039946488,0.0000015771064,0.0025329825,0.021843601,0.0027474714,0.005907568,0.023851158,0.0005009054],"about_ca_topic_score_codex":0.007648823,"about_ca_topic_score_gemma":0.035354458,"teacher_disagreement_score":0.93626374,"about_ca_system_score_codex":0.0006450502,"about_ca_system_score_gemma":0.0005391406,"threshold_uncertainty_score":0.9998498},"labels":[],"label_agreement":null},{"id":"W1177018712","doi":"10.1016/j.geotexmem.2015.07.006","title":"Experimental and numerical studies of the performance of the new reinforcement system under pull-out conditions","year":2015,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":79,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Geogrid; Reinforcement; Mechanically stabilized earth; Finite element method; Geotechnical engineering; Grid; Structural engineering; Materials science; Engineering; Mathematics; Geometry","score_opus":0.01824535503946576,"score_gpt":0.2312161414850629,"score_spread":0.21297078644559714,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1177018712","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968693,0.002298317,0.00018540304,0.00009278241,0.00021779432,0.0001265175,0.0000041112708,0.000042322692,0.00016342972],"genre_scores_gemma":[0.99973595,0.00006893734,0.0000028472082,0.0000085427755,0.000020873347,0.0000080296195,0.0000012225481,0.0000073852716,0.00014618685],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99952334,0.000010010875,0.00017478633,0.00007019181,0.00012533704,0.00009635716],"domain_scores_gemma":[0.99971974,0.000026425814,0.000033674314,0.00014491471,0.000031885917,0.00004336375],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000650903,0.00008813052,0.00014808543,0.000017623126,0.000055720477,0.0000072449616,0.00007488325,0.0000375304,0.0000030661886],"category_scores_gemma":[0.000014967282,0.000051900908,0.000030801544,0.000085260894,0.00009466957,0.000046184952,0.00006711178,0.00005515519,6.45583e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002576358,0.000004553091,0.000032658114,0.00021368913,0.000023946519,4.9990184e-8,0.00080683315,0.9949316,0.0028101825,0.00095932407,0.00009258742,0.000121995],"study_design_scores_gemma":[0.0006672624,0.00011361724,0.0070143538,0.0003453646,0.00005446562,0.000021519385,0.0062874327,0.97210354,0.011921374,0.00008774996,0.0011864111,0.00019692049],"about_ca_topic_score_codex":0.000024769917,"about_ca_topic_score_gemma":0.0000018053407,"teacher_disagreement_score":0.022828076,"about_ca_system_score_codex":0.000020919737,"about_ca_system_score_gemma":0.000012708739,"threshold_uncertainty_score":0.21164577},"labels":[],"label_agreement":null},{"id":"W1206886239","doi":"10.1016/j.sandf.2015.06.018","title":"Influence of transient flooding on steel strip reinforced soil walls","year":2015,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Ministry of Defense- Japan; Ministry of Education, Culture, Sports, Science and Technology","keywords":"Geotechnical engineering; Soil water; Reinforcement; Ultimate tensile strength; Geology; Structural engineering; Materials science; Engineering; Composite material; Soil science","score_opus":0.017910940480605864,"score_gpt":0.22343015765975754,"score_spread":0.20551921717915167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1206886239","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9874153,0.00004245234,0.009373811,0.00004132138,0.00007090005,0.000077484656,0.0000067952456,0.00014935712,0.0028225682],"genre_scores_gemma":[0.999727,0.000045944573,0.0000994713,0.000009286058,0.000016107253,0.000009727113,0.000013888899,0.000010503476,0.00006804111],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99951774,0.0000057643524,0.00017311447,0.000079837286,0.00011319576,0.00011036129],"domain_scores_gemma":[0.99969393,0.000031914475,0.000016268948,0.00011980739,0.000057671983,0.00008038941],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009896687,0.00007834054,0.00009862735,0.000059380316,0.00003611908,0.000019468129,0.00004771676,0.000052990817,0.0000029113087],"category_scores_gemma":[0.00007454411,0.00007703156,0.000022112488,0.00014870138,0.000027616814,0.00010484232,0.0000071797213,0.000080615624,0.0000063393386],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002097716,0.000005652136,0.000010718925,0.000031467054,0.0000072808707,1.6772064e-7,0.00028884158,0.9921251,0.001927221,0.00452071,0.000029369472,0.001051368],"study_design_scores_gemma":[0.00060782454,0.00013168278,0.0052434495,0.000093810784,0.00002192762,0.0000021151827,0.00014735453,0.98907,0.0018460887,0.0005307151,0.0020907263,0.00021428746],"about_ca_topic_score_codex":0.000024608775,"about_ca_topic_score_gemma":0.000009720737,"teacher_disagreement_score":0.012311719,"about_ca_system_score_codex":0.00002829625,"about_ca_system_score_gemma":0.000017613624,"threshold_uncertainty_score":0.31412557},"labels":[],"label_agreement":null},{"id":"W1213517567","doi":"","title":"How to Get a Perfect Grade: A Look At High-Quality Base Construction","year":2007,"lang":"en","type":"article","venue":"Better roads","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Subgrade; Lime; Aggregate (composite); Fly ash; Engineering; Civil engineering; Agency (philosophy); Geotechnical engineering; Cement; Soil cement; Road construction; Portland cement; Mining engineering; Forensic engineering; Waste management; Geology; Archaeology; Pile; Geography","score_opus":0.01083356319080263,"score_gpt":0.21951371253640725,"score_spread":0.2086801493456046,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1213517567","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8060142,0.000031699754,0.19208193,0.0006437151,0.00029693174,0.0001282981,0.0000068068803,0.0005709049,0.00022552215],"genre_scores_gemma":[0.9958623,0.0000030235126,0.0035469122,0.00017237179,0.0001715509,0.000016251874,0.000024808387,0.000032084725,0.0001706964],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9991237,0.000018250417,0.00018807658,0.00019590797,0.00017954585,0.00029454246],"domain_scores_gemma":[0.9995108,0.000042500775,0.000016738439,0.00026301094,0.00002806595,0.00013886657],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028888523,0.00015280345,0.00015842271,0.000095979485,0.000049648002,0.00004099851,0.00008249193,0.000117701005,0.00003269656],"category_scores_gemma":[0.00006370138,0.00015623811,0.000057951274,0.00022553456,0.000022803024,0.00008428992,0.000033247168,0.00014648282,0.00004550573],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007908208,0.00011529643,0.021078324,0.00057433004,0.00013933035,0.00006500747,0.00093934627,0.5781894,0.2437663,0.0031502678,0.012759032,0.1391443],"study_design_scores_gemma":[0.0038026888,0.00043467185,0.4728447,0.00018320383,0.00014925175,0.00018696801,0.000261659,0.09765986,0.25076786,0.0014758372,0.16878726,0.0034460493],"about_ca_topic_score_codex":0.00002863519,"about_ca_topic_score_gemma":0.000035088702,"teacher_disagreement_score":0.48052952,"about_ca_system_score_codex":0.00015638341,"about_ca_system_score_gemma":0.0000035823455,"threshold_uncertainty_score":0.6371205},"labels":[],"label_agreement":null},{"id":"W132407387","doi":"","title":"Chief Peguis Trail Extension - Rothesay Street Overpass: Rapid Design and Construction of an Integral Abutment Bridge with MSE Walls and Cellular Concrete Backfill","year":2012,"lang":"en","type":"article","venue":"2012 CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION: INNOVATIONS AND OPPORTUNITIES","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Schedule; Engineering; Abutment; Civil engineering; Settlement (finance); Drainage; Bridge (graph theory); Geotechnical engineering; Computer science","score_opus":0.02117101164336854,"score_gpt":0.18634733017019217,"score_spread":0.16517631852682363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W132407387","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98091084,0.00022637831,0.017632743,0.00032656814,0.00008244548,0.00028815362,0.00043838163,0.000030772346,0.00006369328],"genre_scores_gemma":[0.99745774,0.0006670704,0.0013413549,0.00003446431,0.000014972222,0.000020192592,0.00041150168,0.000015806483,0.000036872363],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.9987816,0.000047585985,0.0005658188,0.00013659956,0.0003086095,0.0001597415],"domain_scores_gemma":[0.99897057,0.00008227502,0.00032225033,0.00011053689,0.00041907086,0.000095286065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033248554,0.00017692565,0.00028355088,0.0001155963,0.00010410098,0.000018703391,0.000042780197,0.00011319582,0.000027193819],"category_scores_gemma":[0.000014157396,0.00015512008,0.000024847526,0.0001797677,0.00015285458,0.00071307,0.000001481221,0.00011122076,1.3825971e-8],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00063151104,0.0002999626,0.10248183,0.0044713323,0.001165642,0.0000076134997,0.027849512,0.04784451,0.05123681,0.7221193,0.000793263,0.04109877],"study_design_scores_gemma":[0.0019067385,0.00031066264,0.9651679,0.00043900238,0.00035260108,0.000004652572,0.004873174,0.009303746,0.01536403,0.0009054556,0.00084655435,0.0005255176],"about_ca_topic_score_codex":0.0033801051,"about_ca_topic_score_gemma":0.01181368,"teacher_disagreement_score":0.86268604,"about_ca_system_score_codex":0.000039177543,"about_ca_system_score_gemma":0.00013859078,"threshold_uncertainty_score":0.65923107},"labels":[],"label_agreement":null},{"id":"W1511866487","doi":"10.1016/s1571-9960(05)80019-9","title":"Chapter 16 Ground improvement for mitigating liquefaction-induced geotechnical hazards","year":2005,"lang":"en","type":"book-chapter","venue":"Elsevier geoengineering book series","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada); University of British Columbia","funders":"","keywords":"Liquefaction; Geotechnical engineering; Geology","score_opus":0.009776985760040434,"score_gpt":0.20553037144854444,"score_spread":0.195753385688504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1511866487","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0063760723,0.043902475,0.156076,0.00212679,0.012438784,0.012588442,0.0010399049,0.029210055,0.73624146],"genre_scores_gemma":[0.21049492,0.012798688,0.0065747886,0.00046120214,0.0056513017,0.0021863698,0.000997645,0.0029670105,0.75786805],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99694407,0.000004886216,0.0010555163,0.0007068528,0.00046318298,0.00082549837],"domain_scores_gemma":[0.99849254,0.00010537544,0.00014961208,0.0007812092,0.00018363443,0.00028763746],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002784098,0.0011115057,0.0009625171,0.0003092811,0.00019168895,0.000145748,0.00036912586,0.0009626303,0.00033266438],"category_scores_gemma":[0.00007785875,0.0012593935,0.00050535763,0.00006706742,0.00007855298,0.00062587374,0.000109359265,0.0010477854,0.00006276911],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003059592,0.00002162628,2.1975983e-7,0.0017367301,0.00047372328,0.000011343854,0.000112863716,0.6139502,0.0028237614,0.043150477,0.000448901,0.3372396],"study_design_scores_gemma":[0.00039024442,0.00028561524,0.000010909245,0.000711395,0.00016223661,0.0000380766,0.000008247364,0.062159818,0.001677391,0.0013655802,0.9316655,0.001524993],"about_ca_topic_score_codex":0.000003466383,"about_ca_topic_score_gemma":0.000017492437,"teacher_disagreement_score":0.9312166,"about_ca_system_score_codex":0.00068774604,"about_ca_system_score_gemma":0.000051659496,"threshold_uncertainty_score":0.9989856},"labels":[],"label_agreement":null},{"id":"W1527571454","doi":"","title":"Numerical Investigation of the Effects of Shrinkage and Thermal Loading on the Behaviour of Misaligned Dowels in Jointed Concrete Pavement","year":2010,"lang":"en","type":"dissertation","venue":"UWSpace (University of Waterloo)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Waterloo; Cement Association of Canada","keywords":"Shrinkage; Materials science; Thermal; Structural engineering; Geotechnical engineering; Composite material; Engineering; Forensic engineering","score_opus":0.0040750471643557626,"score_gpt":0.1623006547005409,"score_spread":0.15822560753618514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1527571454","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99941266,0.000035094537,0.000022170678,0.00005339034,0.00012570847,0.00028635058,0.0000072162475,0.000021205653,0.000036207828],"genre_scores_gemma":[0.99941885,0.00002173012,0.00006024903,0.000001801009,0.000003678034,8.4139185e-7,0.000025557041,0.00001435941,0.00045292045],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99939585,0.000049805825,0.00016376429,0.00011058505,0.00018036476,0.00009966009],"domain_scores_gemma":[0.9994448,0.00011735156,0.00015124283,0.00020114776,0.000057830017,0.000027620405],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001356709,0.00013082514,0.00027716157,0.000104244886,0.000026907,0.0000026544965,0.00017094739,0.00020459828,0.000009886737],"category_scores_gemma":[0.00004920012,0.00010484019,0.00007777169,0.00016698868,0.00008672408,0.00003714542,0.000021663858,0.00024494538,2.582581e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035865003,0.000013588369,0.0020535868,0.0013937847,0.000054985416,0.0000016555823,0.03547292,0.012958757,0.9473974,0.0004013505,0.000012373327,0.00020374812],"study_design_scores_gemma":[0.0006905465,0.00018895282,0.17194928,0.0014030512,0.00012550381,3.697362e-7,0.0072985617,0.014782024,0.80330807,0.000049169237,0.0000030492488,0.00020140942],"about_ca_topic_score_codex":0.0031108393,"about_ca_topic_score_gemma":0.00071416073,"teacher_disagreement_score":0.1698957,"about_ca_system_score_codex":0.000025043018,"about_ca_system_score_gemma":0.000013923826,"threshold_uncertainty_score":0.47026792},"labels":[],"label_agreement":null},{"id":"W1541404091","doi":"","title":"CYCLIC LOAD RESISTANCE AND DYNAMIC PROPERTIES OF SELECTED SOIL FROM SOUTHERN ILLINOIS USING UNDISTURBED AND REMOLDED SAMPLES","year":2014,"lang":"en","type":"article","venue":"OpenSIUC (Southern Illinois University Carbondale)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geology; Resistance (ecology); Environmental science; Hydrology (agriculture); Soil science; Agronomy","score_opus":0.008080723464198988,"score_gpt":0.15660374994625748,"score_spread":0.14852302648205848,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1541404091","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937317,0.00076021237,0.004464883,0.000028926757,0.00006283228,0.00018958985,0.00017072824,0.00026979833,0.000321358],"genre_scores_gemma":[0.99844915,0.00013659967,0.00090818224,0.0000073987076,0.000023777266,4.8216873e-7,0.000026389387,0.000054257776,0.00039375108],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987789,0.000082439794,0.00025370956,0.00037565,0.00022901058,0.00028033604],"domain_scores_gemma":[0.99920255,0.000072132025,0.00008614549,0.00033975072,0.00017609015,0.00012334452],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00015638495,0.0002801752,0.00042736848,0.000112234775,0.00013300168,0.00003988013,0.00017823976,0.00020963771,0.000008282509],"category_scores_gemma":[0.00010410141,0.00029278046,0.000056413406,0.0002948872,0.00019927484,0.00009549956,0.00008615639,0.00021267812,0.0000046123605],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032346882,0.000058325797,0.004087446,0.0007523179,0.0003621842,0.000018327226,0.02009044,0.18461682,0.7870702,0.00023784472,0.000022050444,0.002360542],"study_design_scores_gemma":[0.0035171637,0.00009755901,0.0099920025,0.00083737925,0.0005012736,0.000010287107,0.0065422356,0.959876,0.013120502,0.00042481045,0.003329753,0.0017510067],"about_ca_topic_score_codex":0.0037700431,"about_ca_topic_score_gemma":0.0032125695,"teacher_disagreement_score":0.7752592,"about_ca_system_score_codex":0.00016602814,"about_ca_system_score_gemma":0.00004107832,"threshold_uncertainty_score":0.99995244},"labels":[],"label_agreement":null},{"id":"W1589107208","doi":"10.14796/jwmm.r208-15","title":"Combined Modeling of a Flume-Gravel-Trench System and Surrounding Unsaturated Soils","year":2002,"lang":"en","type":"article","venue":"Journal of Water Management Modeling","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Trench; Flume; Soil water; Environmental science; Hydrology (agriculture); Geology; Geotechnical engineering; Soil science","score_opus":0.015989410929404,"score_gpt":0.18121559036423607,"score_spread":0.16522617943483206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1589107208","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56766886,0.00027867546,0.43106478,0.000022857417,0.00019976124,0.000076767814,5.936531e-7,0.00008952543,0.0005981947],"genre_scores_gemma":[0.99784404,0.00023698961,0.001806284,0.00000307533,0.000038447623,0.000002279708,0.0000022452339,0.000029412657,0.00003722735],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99868554,0.000019739124,0.00068274996,0.00010959834,0.0002632171,0.00023917806],"domain_scores_gemma":[0.9995981,0.000011390702,0.00006238035,0.00013644126,0.000117364754,0.000074322576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041119914,0.00016157502,0.000322875,0.0002992011,0.000047782516,0.000053000553,0.00013283263,0.00007169899,0.0000058784103],"category_scores_gemma":[0.000007693734,0.00012761274,0.000077486235,0.00015025545,0.000008864445,0.00020470751,0.000042085558,0.0001855476,0.0000018481404],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007121597,0.0000146238945,0.000008172265,0.00057893276,0.00009230818,0.000011489586,0.00037692752,0.9962842,0.0016049756,0.00024821353,0.0000087806675,0.00076424563],"study_design_scores_gemma":[0.0005331581,0.000038609283,0.0000027934266,0.0003951424,0.00007956738,0.000014992012,0.0003313239,0.9979171,0.0003725704,0.00016342396,0.000011269588,0.00014002448],"about_ca_topic_score_codex":0.000006298455,"about_ca_topic_score_gemma":4.7010613e-7,"teacher_disagreement_score":0.4301752,"about_ca_system_score_codex":0.0000790159,"about_ca_system_score_gemma":0.0000014363445,"threshold_uncertainty_score":0.5203897},"labels":[],"label_agreement":null},{"id":"W1613333849","doi":"10.1139/cgj-2012-0199","title":"Investigation of field-installation effects of horizontal twin-jet grouting in Shanghai soft soil deposits","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":142,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Geotechnical engineering; Jet (fluid); Pore water pressure; Geology; Soil water; Shear (geology); Lateral earth pressure; RADIUS; Groundwater; Engineering; Soil science","score_opus":0.005147512747201248,"score_gpt":0.17023919294766138,"score_spread":0.16509168020046014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1613333849","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96669453,0.00018852206,0.032388188,0.00012615044,0.00019327678,0.00019259991,0.0000016421686,0.00007398469,0.0001411257],"genre_scores_gemma":[0.9995182,0.00002525364,0.00033444655,0.000029235118,0.000053343752,0.000009965352,0.000005124189,0.000022228744,0.0000022068928],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99889743,0.000031289772,0.0004900722,0.00010516785,0.00017541964,0.00030063334],"domain_scores_gemma":[0.9992742,0.00013808692,0.00007427638,0.00013290114,0.00008501289,0.00029551034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019781038,0.00013418883,0.00023110498,0.00032254518,0.000037838854,0.000024816134,0.00015379839,0.00025574263,0.000018919776],"category_scores_gemma":[0.0003532161,0.0001385178,0.00007338792,0.00036274406,0.000031405238,0.00018906246,0.000015416648,0.0004484339,0.0000036642614],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000045441147,0.00001349193,0.011084959,0.00039022168,0.00003226327,0.00002488818,0.00028615864,0.88586336,0.072902374,0.0003580012,0.00029535434,0.028744364],"study_design_scores_gemma":[0.000727794,0.00028240806,0.15035366,0.0007952703,0.000030104198,0.00008291836,0.000062315485,0.79876727,0.046473376,0.0019456225,0.00007572823,0.00040356128],"about_ca_topic_score_codex":0.008207372,"about_ca_topic_score_gemma":0.006512117,"teacher_disagreement_score":0.1392687,"about_ca_system_score_codex":0.00021977721,"about_ca_system_score_gemma":0.00009399036,"threshold_uncertainty_score":0.99839705},"labels":[],"label_agreement":null},{"id":"W1667469370","doi":"10.1520/gtj20150011","title":"The Influence on Soil Classification of Processing Soil With a Coffee Grinder","year":2015,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Pulverizer; Atterberg limits; Soil water; Environmental science; Soil test; Geotechnical engineering; Soil science; Geology; Materials science; Metallurgy; Grinding","score_opus":0.03505930446862953,"score_gpt":0.2327176103172081,"score_spread":0.19765830584857857,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1667469370","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9309621,0.00015310085,0.066796966,0.00033321953,0.00008280148,0.00010977826,8.914887e-7,0.0005549808,0.0010061512],"genre_scores_gemma":[0.99890804,0.000010216802,0.00092842954,0.00001412176,0.000079925725,0.000013021405,7.873837e-7,0.000032542168,0.00001291285],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987112,0.000032802312,0.0003678723,0.000133392,0.00045773774,0.00029699338],"domain_scores_gemma":[0.99883807,0.00027008887,0.00013152834,0.00021275767,0.00037947233,0.00016808533],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008078682,0.00015871953,0.00016721096,0.00006875709,0.00018523396,0.00009512174,0.00026697855,0.00012392372,8.2136336e-7],"category_scores_gemma":[0.0012289155,0.00010349943,0.000036880483,0.00049344864,0.00015016293,0.00012766273,0.000025763306,0.000730294,0.000004746004],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015570637,0.000019579289,0.00019196817,0.000025187937,0.000007710722,0.0000031589443,0.000032775144,0.9815626,0.0026574964,0.0002064562,0.00011438344,0.015163115],"study_design_scores_gemma":[0.0005834143,0.00041228867,0.025648154,0.0004598889,0.00002826272,0.00024128574,0.00010008826,0.96918386,0.0007530374,0.0011244855,0.0011751085,0.00029009682],"about_ca_topic_score_codex":0.000005079897,"about_ca_topic_score_gemma":0.0000040514474,"teacher_disagreement_score":0.067945935,"about_ca_system_score_codex":0.00010837177,"about_ca_system_score_gemma":0.00010385826,"threshold_uncertainty_score":0.42205843},"labels":[],"label_agreement":null},{"id":"W1675994839","doi":"10.1139/t10-103","title":"Passive earth-pressure coefficients by upper-bound numerical limit analysis","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Fundação para a Ciência e a Tecnologia","keywords":"Limit (mathematics); Lateral earth pressure; Limit analysis; Upper and lower bounds; Earth (classical element); Mechanics; Geology; Mathematics; Geotechnical engineering; Mathematical analysis; Physics","score_opus":0.008441586962690022,"score_gpt":0.18266693009903648,"score_spread":0.17422534313634647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1675994839","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.063542955,0.0019918666,0.92749846,0.00055605517,0.0010474735,0.0003583453,0.0002300024,0.0011112267,0.003663601],"genre_scores_gemma":[0.99904716,0.00008318789,0.0004011733,0.00012212932,0.00008183792,0.000010463677,0.000027386197,0.00005026315,0.00017640079],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99817854,0.000041786076,0.00044723263,0.00026023082,0.00032039886,0.0007518047],"domain_scores_gemma":[0.99814105,0.000040191822,0.00005083191,0.00036737949,0.00011475764,0.0012858132],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002070462,0.0002642436,0.00037269134,0.00046752795,0.00021147708,0.00010590679,0.00045864482,0.00038964587,0.0008733433],"category_scores_gemma":[0.00015988457,0.00026290104,0.00027801513,0.0011356203,0.00007902531,0.00013273835,0.000028387009,0.00096465216,0.000076377386],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000065921436,0.000046285197,0.0002994606,0.000015383006,0.00051675976,0.00008243394,0.00010664341,0.98336595,0.00024222127,0.00028905066,0.007178792,0.007850419],"study_design_scores_gemma":[0.00038862007,0.00012608868,0.009879618,0.000036756515,0.0006401495,0.00013602356,0.00004263205,0.8558389,0.00043630178,0.0002861333,0.13148126,0.0007075507],"about_ca_topic_score_codex":0.0026469112,"about_ca_topic_score_gemma":0.00072995387,"teacher_disagreement_score":0.9355042,"about_ca_system_score_codex":0.00018205498,"about_ca_system_score_gemma":0.00010736823,"threshold_uncertainty_score":0.9999823},"labels":[],"label_agreement":null},{"id":"W1685251842","doi":"10.1139/cgj-2013-0252","title":"Creep response of recycled asphalt shingles","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Creep; Materials science; Geotechnical engineering; Overburden pressure; Composite material; Stress (linguistics); Strain rate; Compressibility; Geology; Engineering","score_opus":0.0073446068833090865,"score_gpt":0.18310136837454682,"score_spread":0.17575676149123773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1685251842","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8216812,0.0015390491,0.16977851,0.0023610822,0.0009212759,0.00038724043,0.00002909398,0.00089750375,0.00240506],"genre_scores_gemma":[0.9990656,0.00007061398,0.00059144205,0.000084326835,0.000073512,0.0000113689275,0.0000024267308,0.000036874193,0.0000638792],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988039,0.00005242729,0.00041866387,0.000110051325,0.00018980657,0.00042511238],"domain_scores_gemma":[0.9987581,0.00012334024,0.00004094928,0.00024104798,0.0001259997,0.00071057526],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043175003,0.00014649666,0.00021813856,0.00028789203,0.000079019934,0.000060279624,0.0002938865,0.0002455603,0.00040415887],"category_scores_gemma":[0.00047561838,0.000144225,0.000104604886,0.0003110141,0.000058588856,0.00016164548,0.000015347969,0.0004969409,0.000042064155],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022599981,0.000018736639,0.00007173854,0.000034545752,0.000043642543,0.000040260715,0.000062835046,0.9408773,0.011815917,0.00070575485,0.0112894075,0.03501723],"study_design_scores_gemma":[0.00071757,0.00024925964,0.02424939,0.00022395067,0.00003740238,0.00041635058,0.00009286712,0.9110478,0.0024991205,0.0056584612,0.05409735,0.0007104451],"about_ca_topic_score_codex":0.0041459766,"about_ca_topic_score_gemma":0.00069729175,"teacher_disagreement_score":0.17738438,"about_ca_system_score_codex":0.00025004876,"about_ca_system_score_gemma":0.0001364462,"threshold_uncertainty_score":0.6267504},"labels":[],"label_agreement":null},{"id":"W1785687655","doi":"10.1139/t2012-003","title":"Effect of fibre content and structure on anisotropic elastic stiffness and shear strength of peat","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of Saskatchewan; University of Alberta","funders":"","keywords":"Peat; Geotechnical engineering; Stiffness; Anisotropy; Triaxial shear test; Direct shear test; Overburden pressure; Isotropy; Materials science; Shear (geology); Shear strength (soil); Geology; Composite material; Soil water; Soil science","score_opus":0.006328268846156798,"score_gpt":0.18979488963693245,"score_spread":0.18346662079077564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1785687655","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974444,0.00083029846,0.0013531264,0.000034319717,0.00014965853,0.00009343787,0.000034151915,0.000034302975,0.000026285295],"genre_scores_gemma":[0.9997656,0.00007861658,0.00006350348,0.0000071134177,0.000058212514,0.0000013558787,0.0000030431863,0.000018693414,0.000003906361],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99925154,0.000032359407,0.00023218725,0.000079471334,0.00012658932,0.0002778413],"domain_scores_gemma":[0.9992146,0.00013095689,0.000034975008,0.00011380162,0.00003263189,0.00047305762],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014572994,0.00013849353,0.0002552345,0.00013942926,0.000042891417,0.000013812453,0.00007558323,0.00016556655,0.000023526944],"category_scores_gemma":[0.00018792762,0.00011405785,0.000038388596,0.000103750266,0.00007115413,0.00006628718,0.000013130129,0.00036938713,4.3546376e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011252356,0.000040226296,0.0040427176,0.0012723275,0.00016070042,0.000026510483,0.00025401096,0.831373,0.028940236,0.0026317367,0.00029786714,0.13084817],"study_design_scores_gemma":[0.0053022895,0.0036616004,0.5912754,0.001763834,0.00047049762,0.0013429616,0.00018284576,0.36739656,0.021539763,0.00047183316,0.005097186,0.00149522],"about_ca_topic_score_codex":0.00028955308,"about_ca_topic_score_gemma":0.00009085944,"teacher_disagreement_score":0.5872327,"about_ca_system_score_codex":0.000077067045,"about_ca_system_score_gemma":0.000024277777,"threshold_uncertainty_score":0.46511444},"labels":[],"label_agreement":null},{"id":"W1792175747","doi":"","title":"Comportement des fondations profondes sous charges : aspects structuraux et géotechniques","year":2008,"lang":"fr","type":"article","venue":"Espace École de technologie supérieure (École de technologie supérieure)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Humanities; Philosophy; Art","score_opus":0.02408221938971864,"score_gpt":0.2638658341406892,"score_spread":0.23978361475097057,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1792175747","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47160488,0.015338755,0.44072536,0.021269491,0.0012223731,0.004164149,0.00043887523,0.042630427,0.00260567],"genre_scores_gemma":[0.94134456,0.008798722,0.0450464,0.00032948394,0.00021107712,0.0013833037,0.00019357151,0.00047508485,0.0022177803],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99156165,0.0002294295,0.0016566544,0.0019319401,0.0010273294,0.0035929903],"domain_scores_gemma":[0.9948204,0.00048171252,0.00051550654,0.0029912859,0.000612876,0.00057822716],"candidate_categories":["metaepi_narrow","sts","research_integrity"],"consensus_categories":["metaepi_narrow","research_integrity"],"category_scores_codex":[0.0012791968,0.001972107,0.0017098881,0.0016388753,0.001148715,0.00030505977,0.0027170586,0.004449474,0.0002502794],"category_scores_gemma":[0.0035657175,0.0022138301,0.0006257941,0.004062481,0.0027681766,0.0009312656,0.0011964017,0.004798744,0.00016713692],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010549661,0.0012202029,0.013226376,0.0017588863,0.0006188877,0.0019902166,0.002110238,0.8255697,0.040695477,0.07088748,0.022075614,0.019741453],"study_design_scores_gemma":[0.004530735,0.003813223,0.033566225,0.0026382918,0.00085011136,0.0046111085,0.0114356205,0.3722791,0.31520736,0.09094467,0.15146494,0.008658616],"about_ca_topic_score_codex":0.0007034822,"about_ca_topic_score_gemma":0.0010141424,"teacher_disagreement_score":0.46973968,"about_ca_system_score_codex":0.0021880432,"about_ca_system_score_gemma":0.0010015126,"threshold_uncertainty_score":0.9999457},"labels":[],"label_agreement":null},{"id":"W1806743065","doi":"10.1139/t2012-026","title":"Discussion of “One-dimensional consolidation behavior of cement-treated organic soil” <sup>1</sup>Appears in the Canadian Geotechnical Journal, <b>48</b>(7): 1100–1115 [doi: 10.1139/t11-020].","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Cement; Geology; Materials science; Composite material","score_opus":0.013334743239071767,"score_gpt":0.21239866568787605,"score_spread":0.19906392244880428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1806743065","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9889643,0.0011719427,0.0043733944,0.0028799349,0.000667019,0.0010801872,0.00016731222,0.00022046117,0.00047545176],"genre_scores_gemma":[0.99907136,0.000117879106,0.00021144585,0.00011196322,0.0002205466,0.00002799281,0.000071403134,0.00008548121,0.00008193122],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9959551,0.00023348234,0.0013934305,0.0002602009,0.0008549431,0.001302827],"domain_scores_gemma":[0.99712354,0.00013530957,0.00024294814,0.00054774777,0.0003240618,0.0016264071],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.001929859,0.00042243782,0.0006123136,0.0010491416,0.0003820524,0.000113780094,0.0007907079,0.00074636925,0.0015722745],"category_scores_gemma":[0.0005922114,0.00032064586,0.00026516325,0.0011247083,0.00024583365,0.000382174,0.00005557054,0.0021102263,0.00006582532],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029698806,0.00024659763,0.0018403244,0.00007064746,0.000091144706,0.00011541469,0.00036755743,0.9797297,0.004141556,0.0003825451,0.007716374,0.0052684112],"study_design_scores_gemma":[0.0068564243,0.0013078321,0.08043437,0.0024218683,0.0013154092,0.006822763,0.0018812056,0.7680092,0.0057674428,0.0014493056,0.119673,0.0040612104],"about_ca_topic_score_codex":0.033942915,"about_ca_topic_score_gemma":0.055314697,"teacher_disagreement_score":0.21172056,"about_ca_system_score_codex":0.0014683075,"about_ca_system_score_gemma":0.0009699185,"threshold_uncertainty_score":0.99992454},"labels":[],"label_agreement":null},{"id":"W1821429926","doi":"10.1139/t08-037","title":"Long-term performance of a wide embankment on soft clay improved with prefabricated vertical drains","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Levee; Pore water pressure; Settlement (finance); Geogrid; Geology; Geosynthetics; Geotextile; Lateral earth pressure; Permeability (electromagnetism); Engineering; Reinforcement; Structural engineering","score_opus":0.008217378310554961,"score_gpt":0.18174400747072764,"score_spread":0.17352662916017267,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1821429926","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97179615,0.00007518961,0.027128143,0.0001831256,0.00011381247,0.000180173,0.0000064503743,0.00021182306,0.00030512497],"genre_scores_gemma":[0.9994931,0.00010634599,0.00015172256,0.00009043073,0.00005559821,0.0000128809625,0.0000074005743,0.000047122063,0.000035348843],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985814,0.000018103703,0.00040230478,0.00017756126,0.00027541,0.00054519536],"domain_scores_gemma":[0.99881,0.00005309747,0.00003423364,0.0002914679,0.00010056555,0.0007106425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014678382,0.00021830713,0.00027549762,0.0002278538,0.0001454452,0.000021522239,0.00026797937,0.00021867504,0.000057518257],"category_scores_gemma":[0.00009980887,0.00018554793,0.0000844859,0.0003415013,0.00013308565,0.00009820708,0.00001428137,0.0007697715,0.000012893917],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051921925,0.000063579406,0.001923542,0.000058370013,0.00005631093,0.00012005773,0.000055555818,0.9906006,0.0031343328,0.000038625287,0.00035351512,0.0035436014],"study_design_scores_gemma":[0.0013629715,0.0017034021,0.15828095,0.0003965322,0.00006092099,0.0011575548,0.0000070985125,0.82593817,0.008978655,0.00002284335,0.0013925628,0.00069835753],"about_ca_topic_score_codex":0.00019942236,"about_ca_topic_score_gemma":0.00030800918,"teacher_disagreement_score":0.16466244,"about_ca_system_score_codex":0.0004201915,"about_ca_system_score_gemma":0.00025411806,"threshold_uncertainty_score":0.7566425},"labels":[],"label_agreement":null},{"id":"W1821719124","doi":"10.1139/t11-020","title":"One-dimensional consolidation behavior of cement-treated organic soil","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Federal Highway Administration; Indiana Department of Transportation; Purdue University","keywords":"Consolidation (business); Cement; Geotechnical engineering; Portland cement; Materials science; Void ratio; Soil stabilization; Soil test; Geology; Composite material; Soil water; Soil science","score_opus":0.018355524306351657,"score_gpt":0.1907001565823886,"score_spread":0.17234463227603694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1821719124","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98028266,0.00020724234,0.017116891,0.000069254085,0.00039059418,0.00024110015,0.000034343102,0.00036212738,0.0012957805],"genre_scores_gemma":[0.9993611,0.00003493733,0.00044238326,0.000029871857,0.000044853943,0.0000098311875,0.00001748516,0.0000362871,0.000023225033],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988747,0.000020816437,0.0004225297,0.00012140385,0.00020207807,0.0003584673],"domain_scores_gemma":[0.999077,0.000019888521,0.00005267726,0.00019931915,0.00014242264,0.0005086466],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001946081,0.00014258525,0.00020125926,0.00026122347,0.000079111254,0.000017531253,0.0001946172,0.00022825405,0.0009297841],"category_scores_gemma":[0.00007945232,0.00015781753,0.000079326936,0.00029185315,0.000062277126,0.00010194407,0.00001574521,0.00043423602,0.000033774053],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044064658,0.00040626893,0.0026928906,0.00014237985,0.00030786553,0.0002516494,0.00034965915,0.82894444,0.12323251,0.0027434046,0.0027566452,0.038128205],"study_design_scores_gemma":[0.004887604,0.0014051433,0.1866386,0.0008691395,0.0010355458,0.0017866255,0.00022621852,0.6250238,0.15836824,0.004181256,0.0120000215,0.0035778477],"about_ca_topic_score_codex":0.002179309,"about_ca_topic_score_gemma":0.0017651285,"teacher_disagreement_score":0.20392069,"about_ca_system_score_codex":0.00024598243,"about_ca_system_score_gemma":0.00014936867,"threshold_uncertainty_score":0.9999835},"labels":[],"label_agreement":null},{"id":"W1824412220","doi":"10.1139/t11-037","title":"Numerical simulation of an instrumented cantilever retaining wall","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Minnesota Department of Transportation","keywords":"Cantilever; Lateral earth pressure; Retaining wall; Deflection (physics); Geotechnical engineering; Deflexion; Structural engineering; Foundation (evidence); Engineering; Geology; Mechanics; Classical mechanics; Physics; Finite element method","score_opus":0.01892538634208914,"score_gpt":0.20351775977188596,"score_spread":0.1845923734297968,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1824412220","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7643786,0.00012133172,0.23237702,0.00006463288,0.0004018464,0.00019227712,0.000013656589,0.00050002575,0.0019505906],"genre_scores_gemma":[0.99893636,0.000012576526,0.00091017154,0.0000406477,0.000048471386,0.000002687557,0.0000071761738,0.0000348683,0.0000070346296],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989046,0.000028090284,0.00040125896,0.00012199488,0.00017677793,0.00036728385],"domain_scores_gemma":[0.9990003,0.000023802484,0.00004741251,0.00021047717,0.000092713686,0.00062530814],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023820197,0.00014068557,0.00019711006,0.00023463236,0.00007231921,0.000020026395,0.00022143719,0.00021701724,0.00021105752],"category_scores_gemma":[0.00011864797,0.00014403969,0.00007367519,0.00028800408,0.000040674277,0.00019596747,0.000008508807,0.0004917837,0.0000075569524],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005353336,0.000011689563,0.00011088046,0.00001098016,0.000014845138,0.00002190061,0.00013045983,0.98704565,0.00013982774,0.0001148979,0.000026329843,0.012367209],"study_design_scores_gemma":[0.00018028884,0.000093429495,0.004830598,0.00003846657,0.000014129721,0.00006401661,0.000023532608,0.9918714,0.00034268896,0.0003581239,0.002010535,0.00017278142],"about_ca_topic_score_codex":0.0039071594,"about_ca_topic_score_gemma":0.0006589091,"teacher_disagreement_score":0.23455775,"about_ca_system_score_codex":0.0002136809,"about_ca_system_score_gemma":0.00011318839,"threshold_uncertainty_score":0.59064823},"labels":[],"label_agreement":null},{"id":"W1843225405","doi":"10.1139/t11-046","title":"Three-dimensional numerical modelling of discrete piles used to stabilize landslides","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council","keywords":"Slipping; Geotechnical engineering; Embedment; Pile; Slip (aerodynamics); Geology; Landslide; Slippage; Computer simulation; Mechanics; Structural engineering; Engineering; Physics","score_opus":0.03415482404216199,"score_gpt":0.2023046538138043,"score_spread":0.1681498297716423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1843225405","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15741171,0.00015434877,0.8414766,0.00012399604,0.00023109498,0.00014481407,0.00002838261,0.00020269323,0.00022635816],"genre_scores_gemma":[0.99218315,0.0000092316395,0.007629748,0.000037028854,0.00007449609,0.000008883278,0.0000047855237,0.00004704927,0.000005622309],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99854714,0.000018062616,0.00048173754,0.00017702125,0.00026898913,0.0005070687],"domain_scores_gemma":[0.99858296,0.00005860985,0.00003904964,0.000258835,0.00010438211,0.0009561797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030876097,0.0001978322,0.00030629805,0.00026999976,0.00008916768,0.000025209894,0.00029936916,0.00020447103,0.00021372923],"category_scores_gemma":[0.000108517845,0.00018425692,0.00013155994,0.00035774443,0.000049841736,0.000100815516,0.000028689245,0.00054010324,0.000021074162],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009291499,0.000011274229,0.00011584511,0.000014377276,0.000019726245,0.00002078787,0.000087632034,0.9979752,0.0002754529,0.0003382015,0.00029017715,0.0008420429],"study_design_scores_gemma":[0.00021561494,0.00012764316,0.001177811,0.00009320404,0.0000224497,0.00007952347,0.00001994138,0.99343336,0.0005050386,0.0020335384,0.0019830712,0.00030878675],"about_ca_topic_score_codex":0.004412601,"about_ca_topic_score_gemma":0.0030015637,"teacher_disagreement_score":0.83477145,"about_ca_system_score_codex":0.00018631716,"about_ca_system_score_gemma":0.00013227877,"threshold_uncertainty_score":0.75137794},"labels":[],"label_agreement":null},{"id":"W1863010837","doi":"10.1139/cgj-2012-0440","title":"Field monitoring of earth pressures on integral bridge abutments","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Lateral earth pressure; Abutment; Bridge (graph theory); Degree Rankine; Pile; Geotechnical engineering; Structural engineering; Envelope (radar); Engineering; Geology","score_opus":0.010383310638028297,"score_gpt":0.20527157046093975,"score_spread":0.19488825982291144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1863010837","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9838542,0.00034684804,0.012236429,0.00040698925,0.00094266457,0.00025021393,0.000011974983,0.00027549555,0.0016752376],"genre_scores_gemma":[0.9994361,0.00006880532,0.00021653512,0.000046599187,0.00015007542,0.000011232857,0.000001666235,0.000024728291,0.00004430258],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990474,0.000015122241,0.0002909421,0.000101342,0.00018643563,0.00035876306],"domain_scores_gemma":[0.99917835,0.000062079125,0.000029512945,0.00019233549,0.000073382325,0.00046436905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010976933,0.0001385028,0.00017381649,0.00019249432,0.000061444494,0.000052256728,0.00022970531,0.00018654621,0.00014949603],"category_scores_gemma":[0.00016447275,0.00012878691,0.00008628438,0.00015592763,0.00002405539,0.00010935961,0.000011998215,0.00062849117,0.00003613838],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005047844,0.000019876848,0.0011233502,0.000035897792,0.000047717567,0.000020835832,0.000043467295,0.9586346,0.0016095411,0.00028125613,0.0037374655,0.034440916],"study_design_scores_gemma":[0.0013522638,0.0013256189,0.3952325,0.0011738001,0.000081754915,0.00026952382,0.000110478824,0.52213264,0.028687479,0.0026057896,0.045624904,0.0014032538],"about_ca_topic_score_codex":0.0037722522,"about_ca_topic_score_gemma":0.00023102896,"teacher_disagreement_score":0.43650198,"about_ca_system_score_codex":0.00007711018,"about_ca_system_score_gemma":0.000049594015,"threshold_uncertainty_score":0.5702542},"labels":[],"label_agreement":null},{"id":"W1868352194","doi":"10.1139/cgj-2013-0261","title":"Performance of an 11 m high block-faced geogrid wall designed using the <i>K</i>-stiffness method","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":87,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Ministère des Transports; Washington State Department of Transportation","keywords":"Geogrid; Stiffness; Reinforcement; Geotechnical engineering; Structural engineering; Creep; Strain gauge; Extensometer; High-density polyethylene; Masonry; Engineering; Materials science; Composite material; Polyethylene","score_opus":0.0100183434811344,"score_gpt":0.20765415554650438,"score_spread":0.19763581206536998,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1868352194","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95238507,0.00008890648,0.046482984,0.00031609627,0.00026746184,0.00024167227,0.0000076019064,0.0001725069,0.000037698628],"genre_scores_gemma":[0.9940712,0.000032558553,0.0055935015,0.00010360836,0.00011534648,0.0000145629065,0.0000045203524,0.0000507716,0.000013931059],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998443,0.000076323566,0.00048070302,0.00016580547,0.0002615049,0.0005726486],"domain_scores_gemma":[0.9986312,0.00008665954,0.000070635346,0.0003925742,0.00018602557,0.00063290086],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005534194,0.0002204133,0.00028130243,0.00019745815,0.00022621601,0.00009311128,0.00052438007,0.0002586767,0.0001259429],"category_scores_gemma":[0.000101514976,0.00017347677,0.000095138625,0.0004127607,0.00007708375,0.0002662119,0.000024550678,0.0006379176,0.000009385212],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000023237042,0.000008524567,0.000035473502,0.000022768676,0.000016316908,0.0000055799333,0.00002715493,0.9820657,0.009769875,0.000049083505,0.00014282654,0.007854367],"study_design_scores_gemma":[0.00022318355,0.00005978385,0.0061976863,0.0000541211,0.00003439905,0.00025569444,0.000025124655,0.9900081,0.0014544714,0.00011465959,0.0013302824,0.00024246413],"about_ca_topic_score_codex":0.014421958,"about_ca_topic_score_gemma":0.0011741326,"teacher_disagreement_score":0.041686125,"about_ca_system_score_codex":0.0002543432,"about_ca_system_score_gemma":0.0001699393,"threshold_uncertainty_score":0.99214107},"labels":[],"label_agreement":null},{"id":"W1872317995","doi":"10.1139/cgj-2012-0392","title":"Coulomb’s solution to seismic passive earth pressure on retaining walls","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Cohesion (chemistry); Limit analysis; Dimensionless quantity; Slip (aerodynamics); Geotechnical engineering; Wedge (geometry); Retaining wall; Friction angle; Slip line field; Coulomb; Seismic analysis; Resultant force; Mechanics; Geology; Mathematics; Geometry; Classical mechanics; Mathematical analysis; Upper and lower bounds; Physics; Shear (geology); Thermodynamics","score_opus":0.006866779398644003,"score_gpt":0.1836382184422328,"score_spread":0.1767714390435888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1872317995","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31264254,0.00083053333,0.64705384,0.018581914,0.0028316504,0.0022455496,0.00010151236,0.0028797097,0.012832743],"genre_scores_gemma":[0.99834365,0.00003220501,0.00042203907,0.00064666744,0.00021159704,0.00003715703,0.0000066241687,0.000051972253,0.00024806603],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984804,0.000030206817,0.00033628085,0.00020138171,0.00026420178,0.00068756775],"domain_scores_gemma":[0.99830353,0.000048743692,0.00003207628,0.00027598246,0.00013046736,0.0012092089],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019773123,0.0002160232,0.00021844334,0.00030513524,0.0001855774,0.00014889774,0.00028166495,0.00030085573,0.00028265486],"category_scores_gemma":[0.0002471006,0.00021341452,0.00009321654,0.0003157581,0.000028770392,0.0001598796,0.000020825559,0.00094814977,0.00039867766],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000001849686,0.000005433627,0.000006653697,0.0000107503265,0.000021206322,0.000016307888,0.00003768418,0.96826965,0.0008059392,0.00024321629,0.011653657,0.018927667],"study_design_scores_gemma":[0.00020020758,0.00014179661,0.0027917374,0.000120827324,0.00001959641,0.000092975395,0.000023421231,0.8451578,0.000272419,0.000510566,0.15032433,0.0003443433],"about_ca_topic_score_codex":0.0022648377,"about_ca_topic_score_gemma":0.0006401372,"teacher_disagreement_score":0.68570113,"about_ca_system_score_codex":0.00029176072,"about_ca_system_score_gemma":0.000120855664,"threshold_uncertainty_score":0.87027913},"labels":[],"label_agreement":null},{"id":"W1886478733","doi":"","title":"Influence de la rigidité du revêtement sur les prédictions de soulèvement au gel","year":2015,"lang":"fr","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Humanities; Art; Physics; Materials science","score_opus":0.013488594831493094,"score_gpt":0.22142985814487312,"score_spread":0.20794126331338003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1886478733","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6801602,0.0015439958,0.30896413,0.001731281,0.00033581958,0.00018868747,0.000010757349,0.00060844736,0.0064566745],"genre_scores_gemma":[0.99214077,0.0005036621,0.004486713,0.000052925414,0.00022563769,0.000064190644,0.000007838853,0.000040469447,0.0024777884],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987235,0.00008811354,0.00031227886,0.00018503184,0.00021299376,0.0004780616],"domain_scores_gemma":[0.99912137,0.00013458883,0.000029762445,0.00025330577,0.00012612491,0.00033483823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008658976,0.00020113064,0.00016114855,0.00006784854,0.00010010857,0.00006199706,0.00014634317,0.00025749396,0.0000789817],"category_scores_gemma":[0.00050491275,0.00022064285,0.00006620777,0.00021616006,0.00007693113,0.00015195433,0.0000571229,0.00029270395,0.00007146974],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000022202914,0.0001026789,0.0052787694,0.00016665079,0.000035635505,0.000006789715,0.0008394704,0.97142506,0.00058613333,0.015212772,0.004196452,0.0021473498],"study_design_scores_gemma":[0.00053108914,0.0000877895,0.026252216,0.00020402901,0.000066547575,0.000032141063,0.00027719518,0.6919412,0.00082086754,0.0013274481,0.27811092,0.00034857853],"about_ca_topic_score_codex":0.0077880053,"about_ca_topic_score_gemma":0.0004033449,"teacher_disagreement_score":0.31198058,"about_ca_system_score_codex":0.0013793053,"about_ca_system_score_gemma":0.00022853259,"threshold_uncertainty_score":0.99881923},"labels":[],"label_agreement":null},{"id":"W1888874998","doi":"10.1139/cgj-2013-0408","title":"Geotechnical capacity of hollow-bar micropiles in cohesive soils","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geotechnical engineering; Finite element method; Bar (unit); Engineering; Parametric statistics; Structural engineering; Drilling; Geology; Mathematics; Mechanical engineering","score_opus":0.008150694208777925,"score_gpt":0.18031069632798177,"score_spread":0.17216000211920385,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1888874998","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.920528,0.00029588438,0.07649067,0.00056724704,0.0004805338,0.00027267192,0.000035427463,0.00036205718,0.00096749386],"genre_scores_gemma":[0.9988862,0.00010745444,0.00072802865,0.00008159271,0.00012010609,0.000010733285,0.0000056712593,0.000048122114,0.000012078763],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980492,0.00007235717,0.00071005535,0.00021792467,0.00026515682,0.00068529986],"domain_scores_gemma":[0.99864733,0.00013066162,0.00006975605,0.00035809653,0.00010542907,0.00068872224],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000726138,0.00025132974,0.00045856653,0.00047192865,0.00007882578,0.00004177507,0.00045176886,0.0005008073,0.00008345725],"category_scores_gemma":[0.0006012862,0.0002591695,0.00017122302,0.00045646232,0.0001569508,0.00011573738,0.000028083163,0.0012329386,0.000024225785],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000045592938,0.000022063146,0.00017123378,0.000049216294,0.000015779984,0.000024361676,0.000034140146,0.98888206,0.003992695,0.0014246207,0.0006698266,0.00470944],"study_design_scores_gemma":[0.0013501628,0.00027312044,0.028117467,0.0004790115,0.00004927182,0.00045314894,0.000050129533,0.91561174,0.003715689,0.005245788,0.043634444,0.0010199948],"about_ca_topic_score_codex":0.0031136824,"about_ca_topic_score_gemma":0.0032337129,"teacher_disagreement_score":0.0783582,"about_ca_system_score_codex":0.00043271354,"about_ca_system_score_gemma":0.00014591293,"threshold_uncertainty_score":0.99998605},"labels":[],"label_agreement":null},{"id":"W1900254049","doi":"10.1139/t2012-006","title":"Flexural behaviour of a clay layer: experimental and numerical study","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Agence Nationale pour la Gestion des Déchets Radioactifs","keywords":"Geotechnical engineering; Flexural strength; Shearing (physics); Computer simulation; Geology; Stress (linguistics); Bursting; Materials science; Structural engineering; Composite material; Engineering; Simulation","score_opus":0.013525588964629978,"score_gpt":0.23404325823909927,"score_spread":0.2205176692744693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1900254049","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98751074,0.0010964702,0.010525923,0.000055514236,0.00031261225,0.00016373878,0.0000076217834,0.00013381353,0.000193582],"genre_scores_gemma":[0.99961585,0.0000078148805,0.00018185127,0.000021141272,0.0001218806,0.000009975789,0.0000017729103,0.00003006495,0.000009647387],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99891484,0.000029772416,0.00032011713,0.00009548177,0.00018331193,0.00045646424],"domain_scores_gemma":[0.99890816,0.000024602914,0.000028474626,0.00014957944,0.00003218924,0.0008569698],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027723642,0.00014994506,0.00021917239,0.00016117579,0.00008052631,0.000029173378,0.0001411514,0.00014598212,0.00008379712],"category_scores_gemma":[0.0000498648,0.00014469754,0.00006132832,0.00018166493,0.000043831446,0.00014809638,0.000024484822,0.0004723741,0.0000059788745],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050157232,0.001289749,0.10561139,0.0000971365,0.00029602984,0.00021067353,0.003569623,0.81818223,0.04235921,0.0015732135,0.0043343217,0.022426238],"study_design_scores_gemma":[0.003859602,0.0020331356,0.5249103,0.00018169418,0.00029257656,0.0031116433,0.0032052544,0.43431586,0.012417066,0.00020510575,0.0131514,0.002316421],"about_ca_topic_score_codex":0.0012157027,"about_ca_topic_score_gemma":0.00005612892,"teacher_disagreement_score":0.41929886,"about_ca_system_score_codex":0.00018772633,"about_ca_system_score_gemma":0.000042793494,"threshold_uncertainty_score":0.59005946},"labels":[],"label_agreement":null},{"id":"W1918694860","doi":"10.1139/cgj-2012-0103","title":"Experimental study on the pullout resistance of pressure-grouted soil nails in the field","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Grout; Soil nailing; Overburden pressure; Soil gradation; Geology; Overburden; Soil water; Pore water pressure; Water content; Soil science; Retaining wall","score_opus":0.009951245359426977,"score_gpt":0.21185457817565848,"score_spread":0.2019033328162315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1918694860","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98977834,0.0006242477,0.0017260449,0.0047297818,0.00025490572,0.00083831616,0.0000067745777,0.00009992427,0.0019416623],"genre_scores_gemma":[0.9994745,0.0000075986204,0.000012730608,0.00032345988,0.000051986462,0.00006491219,6.9639594e-7,0.000016819651,0.000047247868],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99890596,0.000085146035,0.00033258172,0.00010776513,0.00025721666,0.00031133613],"domain_scores_gemma":[0.9991759,0.0002616611,0.00003389534,0.0003368072,0.000040547584,0.00015119996],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046525148,0.00013175527,0.00015500984,0.000112384485,0.000098662094,0.00007235016,0.00050042145,0.0001215797,0.00012874368],"category_scores_gemma":[0.00029207725,0.000082919556,0.00006399541,0.0002887099,0.00003831114,0.00006960697,0.000013731495,0.0007599938,0.00001217869],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017762926,0.000294492,0.00030353974,0.000028756649,0.00007751807,0.00006222314,0.0018637712,0.95717025,0.0032279578,0.0020615128,0.033685587,0.001206626],"study_design_scores_gemma":[0.0049707396,0.0037778849,0.2009888,0.0011803056,0.00022172181,0.00026937522,0.020764293,0.6188298,0.016684646,0.005590869,0.12385631,0.0028652418],"about_ca_topic_score_codex":0.0041199154,"about_ca_topic_score_gemma":0.003139675,"teacher_disagreement_score":0.33834043,"about_ca_system_score_codex":0.00009437036,"about_ca_system_score_gemma":0.000046488065,"threshold_uncertainty_score":0.6228107},"labels":[],"label_agreement":null},{"id":"W1920431715","doi":"10.1139/cgj-2012-0009","title":"Axial monotonic and cyclic performance of fibre-reinforced polymer (FRP) – steel fibre–reinforced helical pulldown micropiles (FRP-RHPM)","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Materials science; Composite material; Reinforced concrete; Geotechnical engineering; Engineering","score_opus":0.006359142088708678,"score_gpt":0.1831322355702828,"score_spread":0.1767730934815741,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1920431715","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9883143,0.0019824125,0.008068629,0.00022762813,0.00044367852,0.00026369176,0.000034223052,0.000246915,0.00041857155],"genre_scores_gemma":[0.9983995,0.0005706232,0.00025529927,0.00009235073,0.0003226454,0.0000160905,0.000017334307,0.000066844994,0.00025934505],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99765104,0.000031617714,0.00074336363,0.00019915022,0.0003191274,0.0010557274],"domain_scores_gemma":[0.9980401,0.000082587,0.00009976387,0.00035826996,0.00008051751,0.0013387701],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00037374295,0.00035516202,0.00045674696,0.00035159307,0.00019154535,0.00007657737,0.00034676885,0.00050014333,0.00015006424],"category_scores_gemma":[0.000121648256,0.00034796106,0.00017204991,0.0003454911,0.00015956855,0.00038542034,0.00005729015,0.00092562824,0.000031436335],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047760866,0.000014300556,0.00026800687,0.0002112479,0.000105480845,0.00001847369,0.00017652502,0.93287295,0.047791872,0.0015923503,0.00096480036,0.015936248],"study_design_scores_gemma":[0.0013266216,0.00039641885,0.013099574,0.0003364038,0.00010896097,0.0014361537,0.00007802119,0.9331518,0.029770527,0.000022003569,0.01912311,0.0011504103],"about_ca_topic_score_codex":0.00097591727,"about_ca_topic_score_gemma":0.000077132645,"teacher_disagreement_score":0.018158311,"about_ca_system_score_codex":0.00030813782,"about_ca_system_score_gemma":0.00017080901,"threshold_uncertainty_score":0.99989724},"labels":[],"label_agreement":null},{"id":"W1920651010","doi":"10.1139/cgj-2012-0377","title":"Shear stiffness modeling of cemented clay","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Cementation (geology); Geotechnical engineering; Cement; Geology; Expansive clay; Bentonite; Kaolinite; Stiffness; Shear modulus; Materials science; Soil water; Composite material; Mineralogy; Soil science","score_opus":0.009725364961530973,"score_gpt":0.19094919659222587,"score_spread":0.1812238316306949,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1920651010","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.082149066,0.00015799853,0.91519266,0.00021764016,0.00039693865,0.00009425168,0.000008377293,0.00026723146,0.0015158566],"genre_scores_gemma":[0.9992909,0.00003741829,0.0004646756,0.000043598902,0.00010916001,0.000003318152,0.0000049583687,0.000033403438,0.000012589804],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989173,0.000022992737,0.0003834653,0.0001074848,0.00018831264,0.0003804742],"domain_scores_gemma":[0.9991114,0.000030342633,0.000026912105,0.00020901363,0.00009741267,0.00052490504],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035341395,0.00013330863,0.00020854648,0.0002291851,0.000077086486,0.000030667186,0.00023242188,0.00018942473,0.000073271185],"category_scores_gemma":[0.00018198923,0.00013458317,0.00008478008,0.00025092295,0.000041624688,0.00007562791,0.00001293045,0.00050168706,0.000011084668],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000016051742,0.0000046877835,0.00000511822,0.000021525291,0.000010755194,0.0000030883052,0.000012018461,0.9916477,0.0007927171,0.00071350223,0.00022893991,0.0065583447],"study_design_scores_gemma":[0.0001933817,0.00002775164,0.00014627843,0.00005901202,0.000011828749,0.00003925738,0.000009374747,0.99294263,0.000094631745,0.0006697013,0.0056573115,0.00014885604],"about_ca_topic_score_codex":0.0008625419,"about_ca_topic_score_gemma":0.00025931376,"teacher_disagreement_score":0.9171418,"about_ca_system_score_codex":0.00017573252,"about_ca_system_score_gemma":0.00007509565,"threshold_uncertainty_score":0.54881424},"labels":[],"label_agreement":null},{"id":"W1927442158","doi":"10.1139/cgj-2012-0147","title":"Earth pressure on the support system in jointed rock mass","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Research Foundation of Korea","keywords":"Rock mass classification; Geotechnical engineering; Stratum; Geology; Lateral earth pressure; Joint (building); Magnitude (astronomy); Shear strength (soil); Parametric statistics; Shear (geology); Ground pressure; Finite element method; Hydrogeology; Engineering; Structural engineering; Soil water; Petrology; Soil science","score_opus":0.006317887777107926,"score_gpt":0.1624959310391337,"score_spread":0.15617804326202578,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1927442158","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5113803,0.0020426954,0.3441787,0.027091863,0.007225645,0.007214684,0.00019661203,0.0069379895,0.093731515],"genre_scores_gemma":[0.9994291,0.000016612106,0.000050397197,0.00013261905,0.00009864095,0.000037254227,0.0000026896998,0.000036057714,0.0001966316],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99874455,0.000041243806,0.00035144814,0.00013286294,0.00021175687,0.0005181522],"domain_scores_gemma":[0.99914324,0.000080491256,0.000027238362,0.00027839965,0.000062659536,0.00040795148],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032240123,0.00016917418,0.00018554267,0.00021855958,0.00010327268,0.00011640523,0.00031806892,0.00022966377,0.0005016997],"category_scores_gemma":[0.00018845176,0.000127048,0.0000789975,0.00030770325,0.000019151123,0.000096873424,0.000011273964,0.001071095,0.0002977505],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000010743661,0.0000040166183,0.000023998185,0.000022756647,0.000013460644,0.000027202888,0.000016115024,0.99195325,0.0003221737,0.0016637133,0.005104407,0.0008478478],"study_design_scores_gemma":[0.00015993559,0.000057302343,0.0034006285,0.00017392657,0.000010343316,0.00015322355,0.00008243264,0.9473123,0.00013788351,0.00022953057,0.048058815,0.00022365662],"about_ca_topic_score_codex":0.0018654211,"about_ca_topic_score_gemma":0.0012396018,"teacher_disagreement_score":0.4880488,"about_ca_system_score_codex":0.00024444022,"about_ca_system_score_gemma":0.00009518752,"threshold_uncertainty_score":0.549326},"labels":[],"label_agreement":null},{"id":"W1929886869","doi":"10.1139/t08-003","title":"A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":161,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Levee; Pile; Geotechnical engineering; Foundation (evidence); Settlement (finance); Deformation (meteorology); Stress (linguistics); Finite element method; Engineering; Soil water; Compression (physics); Geology; Structural engineering; Materials science","score_opus":0.01938013028027516,"score_gpt":0.21640586310953763,"score_spread":0.19702573282926247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1929886869","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19447038,0.00027435823,0.7985782,0.0025063138,0.0013296447,0.0007994213,0.00010486958,0.00095139723,0.0009853913],"genre_scores_gemma":[0.99813974,0.000035362653,0.0010056224,0.0004227511,0.00021769741,0.00002970644,0.00004961057,0.000060696948,0.000038834947],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982075,0.00003503058,0.00044381918,0.00023676113,0.00037528845,0.0007015845],"domain_scores_gemma":[0.99856764,0.00013523689,0.000044657096,0.00024346747,0.00012380851,0.0008851711],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002974449,0.0002418738,0.00027154977,0.00025764617,0.00042410774,0.00004057307,0.00023449627,0.0003888367,0.00031322511],"category_scores_gemma":[0.00018581741,0.00023475863,0.0001664023,0.0001956553,0.00016422615,0.000100057165,0.000020066374,0.00077752717,0.00004019345],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032493343,0.00005419793,0.0000071338814,0.00001876278,0.000030018766,0.000032077707,0.000015902726,0.9805828,0.0019674443,0.007499652,0.0066007506,0.0031588126],"study_design_scores_gemma":[0.0008721896,0.00021877991,0.0015938295,0.00013836633,0.000030453019,0.00033614284,0.000005358444,0.9840632,0.00041590445,0.007579195,0.004371113,0.00037546543],"about_ca_topic_score_codex":0.00014928104,"about_ca_topic_score_gemma":0.00011114704,"teacher_disagreement_score":0.80366933,"about_ca_system_score_codex":0.00052610587,"about_ca_system_score_gemma":0.00022843348,"threshold_uncertainty_score":0.9573179},"labels":[],"label_agreement":null},{"id":"W1933683153","doi":"10.1139/cgj-2017-0330","title":"Field investigation of lateral monotonic and cyclic performance of reinforced helical pulldown micropiles","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Western University; Atlantic Industries (Canada)","funders":"","keywords":"Pile; Geotechnical engineering; Fibre-reinforced plastic; Stiffness; Structural engineering; Grout; Ductility (Earth science); Materials science; Displacement (psychology); Geology; Engineering; Composite material; Creep","score_opus":0.005730629974560841,"score_gpt":0.1784288439819832,"score_spread":0.17269821400742236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1933683153","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99695355,0.00010359263,0.002486553,0.00015203493,0.00009519907,0.000068601854,0.000004012571,0.00004631869,0.00009015206],"genre_scores_gemma":[0.99936193,0.00017358226,0.0003094587,0.000049267386,0.000071552124,0.0000024610254,0.0000024407907,0.000013569495,0.000015754596],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99919784,0.000011782373,0.00035876414,0.00008225946,0.00012222682,0.00022711277],"domain_scores_gemma":[0.9994091,0.000034304165,0.000047024718,0.0001362156,0.00008099307,0.00029238948],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017780911,0.00009994426,0.0001722946,0.00016839353,0.000055019424,0.000018550694,0.00015312406,0.00018953881,0.00003336593],"category_scores_gemma":[0.00008289179,0.00009706963,0.000042167965,0.00017601709,0.00012947033,0.000088235385,0.000017204931,0.00030543064,0.0000027544847],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013751608,0.000018464783,0.012302486,0.00075793866,0.00016161207,0.000028003542,0.0007071911,0.6432835,0.28760794,0.0021082212,0.0026869522,0.050200224],"study_design_scores_gemma":[0.00046081,0.00079476,0.031407643,0.0003390361,0.000029757479,0.00023098811,0.00001277558,0.87051135,0.093288615,0.0003137412,0.0022892805,0.00032123874],"about_ca_topic_score_codex":0.00072094955,"about_ca_topic_score_gemma":0.0002605036,"teacher_disagreement_score":0.2272279,"about_ca_system_score_codex":0.00006712305,"about_ca_system_score_gemma":0.00006813996,"threshold_uncertainty_score":0.39583844},"labels":[],"label_agreement":null},{"id":"W1942245782","doi":"10.1139/t11-019","title":"Measuring the load–deformation response of rockfill columns by a full-scale field test on a natural riverbank","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of Manitoba","funders":"University of Manitoba","keywords":"Piezometer; Geotechnical engineering; Inclinometer; Geology; Vibrating wire; Deformation (meteorology); Pore water pressure; Shear (geology); Full scale; Groundwater; Engineering; Structural engineering; Aquifer","score_opus":0.009180475891257141,"score_gpt":0.16797469403761756,"score_spread":0.1587942181463604,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1942245782","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96398956,0.00074525137,0.030063143,0.001316156,0.00083227997,0.00047139742,0.00008012256,0.0004467576,0.0020553214],"genre_scores_gemma":[0.9995703,0.00003758945,0.0001166679,0.00013833395,0.000047033795,0.000009624138,0.0000026677255,0.00002444279,0.00005334928],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879324,0.000047977344,0.00037379074,0.00011063459,0.00029902888,0.00037532835],"domain_scores_gemma":[0.9990004,0.00022520257,0.000060141298,0.00026450484,0.00012616275,0.00032360322],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006229908,0.00015656822,0.00017306903,0.00013743357,0.00015975037,0.000035119505,0.00034960965,0.00020698877,0.00007514365],"category_scores_gemma":[0.0008216339,0.00012686614,0.00010632725,0.000283094,0.000050379782,0.0001191581,0.00001826183,0.0008522071,0.000016736198],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006789423,0.00018291528,0.00037388838,0.00014705703,0.0001529021,0.00009584878,0.0026766981,0.83824456,0.0747056,0.00030647247,0.055196196,0.027238924],"study_design_scores_gemma":[0.001932207,0.002114277,0.030774353,0.0007397702,0.00013426848,0.0010904111,0.0005062201,0.8717981,0.038181998,0.0008944822,0.050342634,0.0014912928],"about_ca_topic_score_codex":0.0019842652,"about_ca_topic_score_gemma":0.0022955877,"teacher_disagreement_score":0.036523603,"about_ca_system_score_codex":0.00047400926,"about_ca_system_score_gemma":0.00015101337,"threshold_uncertainty_score":0.5173451},"labels":[],"label_agreement":null},{"id":"W1950481704","doi":"10.1139/cgj-2014-0487","title":"Influence of gravel density in the behaviour of soft soils improved with stone columns","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Consolidation (business); Soil water; Relative density; Geology; Bearing capacity; Compaction; Bulk density; Aggregate (composite); Materials science; Soil science; Composite material","score_opus":0.008988505538494748,"score_gpt":0.19403681788000227,"score_spread":0.1850483123415075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1950481704","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9884556,0.00007791377,0.011086655,0.0001225939,0.000035186404,0.00013371458,0.000010540104,0.000034219338,0.00004360662],"genre_scores_gemma":[0.9996728,0.000009564257,0.00023946415,0.000031977415,0.000018380859,0.000005793372,0.0000020108193,0.00001615038,0.000003863686],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99899,0.000031275973,0.00035963688,0.000089610774,0.0002361591,0.0002933255],"domain_scores_gemma":[0.99913436,0.000046346435,0.00006125835,0.00023235429,0.0001875495,0.000338131],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005984711,0.000115596195,0.000222283,0.00016656092,0.0000323488,0.000017090204,0.00031108415,0.00015371283,0.000002900691],"category_scores_gemma":[0.00023385274,0.0000899877,0.0000445495,0.00040895052,0.000105743035,0.000078850106,0.000012590597,0.00057952636,8.9938936e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000070991855,0.000015433057,0.0017681787,0.000015781347,0.000007518785,0.000024497724,0.0001481607,0.99673015,0.00067791564,0.00009324504,0.0000755983,0.00043639936],"study_design_scores_gemma":[0.0018030592,0.00062845997,0.4558136,0.00033841422,0.0000913111,0.0008520973,0.0006344232,0.5361145,0.0014178563,0.0011200302,0.0005824376,0.0006038101],"about_ca_topic_score_codex":0.013271428,"about_ca_topic_score_gemma":0.021260865,"teacher_disagreement_score":0.46061563,"about_ca_system_score_codex":0.00018257672,"about_ca_system_score_gemma":0.0003111018,"threshold_uncertainty_score":0.9965986},"labels":[],"label_agreement":null},{"id":"W1951691689","doi":"10.1139/t2012-020","title":"Coefficients of active earth pressure with seepage effect","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Geotechnical engineering; Pore water pressure; Friction angle; Retaining wall; Geology; Thrust; Drainage; Groundwater; Earth (classical element); Mechanics; Engineering; Mathematics; Physics","score_opus":0.0037226177920794564,"score_gpt":0.17647741649291468,"score_spread":0.1727547987008352,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1951691689","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8482576,0.0016980066,0.14461602,0.00011514818,0.00083060894,0.00056047656,0.000087995344,0.000535957,0.0032982049],"genre_scores_gemma":[0.99962556,0.000018186267,0.00015971037,0.000015360292,0.00009668447,0.000006012987,0.0000045764587,0.00003358044,0.00004034373],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989643,0.00003177675,0.00020165145,0.000083168365,0.00021346728,0.0005056372],"domain_scores_gemma":[0.99896526,0.00005413821,0.000034054752,0.00017846034,0.000059704482,0.0007083736],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002740808,0.00015236087,0.00021546928,0.00016788494,0.000070382994,0.000019517549,0.00016727437,0.00017925321,0.00007745657],"category_scores_gemma":[0.000093572875,0.00012436097,0.00006511529,0.0002854081,0.000054374887,0.00013913722,0.000010919598,0.0005574534,0.000011352795],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000133911335,0.000016481987,0.00035970644,0.000051579133,0.000061037834,0.000009783392,0.0000661506,0.98745275,0.00074025337,0.0001214302,0.00025867487,0.010848774],"study_design_scores_gemma":[0.003024934,0.0014028894,0.098664775,0.0007046794,0.000495979,0.0014877765,0.00011760496,0.623079,0.019696807,0.00008741341,0.24952172,0.0017164241],"about_ca_topic_score_codex":0.00042835716,"about_ca_topic_score_gemma":0.0002647161,"teacher_disagreement_score":0.36437374,"about_ca_system_score_codex":0.000086779204,"about_ca_system_score_gemma":0.00006386886,"threshold_uncertainty_score":0.5071293},"labels":[],"label_agreement":null},{"id":"W1957368664","doi":"10.1139/t2012-067","title":"Desiccation cracking behavior of polypropylene fiber–reinforced clayey soil","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":226,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Cracking; Composite material; Fiber; Desiccation; Soil water; Water content; Geotechnical engineering; Fracture mechanics; Geology; Soil science","score_opus":0.011126615752476452,"score_gpt":0.20688153879741733,"score_spread":0.19575492304494088,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1957368664","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88489133,0.0014931523,0.10895489,0.00024500635,0.0012229946,0.00042518086,0.000031858464,0.0006479868,0.002087613],"genre_scores_gemma":[0.9989296,0.00006032211,0.00059205625,0.000032505573,0.00022995233,0.000015124679,0.000010751969,0.00004402097,0.00008567031],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986162,0.00002143506,0.00045487902,0.00009065315,0.00022087638,0.00059592974],"domain_scores_gemma":[0.99877197,0.0000380333,0.000064918546,0.00022939092,0.00010044813,0.00079526403],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039304767,0.00016747617,0.00020890855,0.0002768172,0.00010635214,0.00003522468,0.00021886989,0.00027729414,0.00025337137],"category_scores_gemma":[0.00015737313,0.00017326752,0.00011358741,0.0003121516,0.000047077985,0.0002645387,0.000015594276,0.000556849,0.00004169559],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000032277972,0.0000146893635,0.00025991737,0.000036253827,0.000020473855,0.000007273147,0.000065316315,0.962513,0.008532876,0.0005917816,0.00052160287,0.02743356],"study_design_scores_gemma":[0.0016513306,0.00033557467,0.07037754,0.0005228431,0.0003933656,0.0015402816,0.00017346123,0.8250313,0.04038814,0.0004259816,0.05695848,0.0022016927],"about_ca_topic_score_codex":0.0011939877,"about_ca_topic_score_gemma":0.0002305308,"teacher_disagreement_score":0.13748173,"about_ca_system_score_codex":0.00036009355,"about_ca_system_score_gemma":0.00012234342,"threshold_uncertainty_score":0.7065644},"labels":[],"label_agreement":null},{"id":"W1964603319","doi":"10.1680/grim.2010.163.2.121","title":"Using reinforced soil systems in hammer foundations","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Russian Science Foundation","keywords":"Hammer; Serviceability (structure); Reinforcement; Foundation (evidence); Engineering; Structural engineering; Shock (circulatory); Parametric statistics; Vibration; Geotechnical engineering; Computer science; Mathematics; Acoustics","score_opus":0.012544905933266856,"score_gpt":0.21401050688566425,"score_spread":0.2014656009523974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1964603319","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9794744,0.00005299036,0.015817644,0.00002792397,0.0014104991,0.00043067161,0.000006242114,0.0001436899,0.0026358988],"genre_scores_gemma":[0.99952614,0.000016053544,0.00029786662,0.000004663067,0.00005157717,0.000036023146,0.0000027578199,0.000021818294,0.00004307887],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99883235,0.0000015156222,0.00053065864,0.00013288882,0.00028234578,0.00022024223],"domain_scores_gemma":[0.9994988,0.000017360246,0.00011338926,0.00014944663,0.00017135545,0.000049685383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002900572,0.00016930368,0.0002195109,0.00019691962,0.000052487678,0.0000324175,0.00024273274,0.00013283864,0.0000065100135],"category_scores_gemma":[0.00014610782,0.00014867609,0.00008128412,0.00049373513,0.00009264378,0.00033810333,0.000046127898,0.00029152824,7.119373e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000023439472,0.0000128156535,0.000041613006,0.00028010376,0.000014513623,3.359694e-8,0.000095003976,0.64285743,0.33365992,0.02287447,0.000013734924,0.00014800437],"study_design_scores_gemma":[0.00044732264,0.000038577673,0.00074243906,0.00018362427,0.000027705026,0.0000042793295,0.00016290846,0.96399236,0.03328376,0.00016846311,0.00075009925,0.00019848831],"about_ca_topic_score_codex":0.00026252746,"about_ca_topic_score_gemma":0.000057463447,"teacher_disagreement_score":0.3211349,"about_ca_system_score_codex":0.00014931672,"about_ca_system_score_gemma":0.000037974984,"threshold_uncertainty_score":0.6062835},"labels":[],"label_agreement":null},{"id":"W1965105707","doi":"10.1139/t05-068","title":"An experimental study of the interaction of vertically loaded pile groups in sand","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":82,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Pile; Geotechnical engineering; Settlement (finance); Pile cap; Structural engineering; Engineering; Group effect; Bearing (navigation); Bearing capacity; Group (periodic table); Dynamic load testing; Computer science","score_opus":0.00920355984260699,"score_gpt":0.22472627010630694,"score_spread":0.21552271026369996,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965105707","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981102,0.000072751805,0.0013284449,0.00006326848,0.00015075006,0.0001374149,0.0000023161872,0.000031504493,0.00010338864],"genre_scores_gemma":[0.99985075,0.0000045900256,0.00005296559,0.000016798494,0.000051807016,0.000005430839,7.514989e-7,0.000015082332,0.0000018386579],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910307,0.000040473893,0.00040415084,0.000085818276,0.00016603964,0.0002004403],"domain_scores_gemma":[0.9994988,0.000023485994,0.000035800393,0.00020424508,0.000034749926,0.00020295232],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018925236,0.00009257787,0.00015897637,0.00015363486,0.00003681552,0.000015049109,0.00023944616,0.00010479137,0.00005563064],"category_scores_gemma":[0.0000584846,0.00007738548,0.00005004189,0.00024723716,0.00003470182,0.0001300657,0.000013505766,0.0004495429,0.000001288231],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000083464,0.0001996141,0.000378943,0.000005482153,0.000007502685,0.0000033658346,0.00029386743,0.9763578,0.020984154,0.0000442454,0.000043979566,0.0016726574],"study_design_scores_gemma":[0.0018327852,0.0010404643,0.044436596,0.00016667257,0.000031754844,0.00012139265,0.0017881618,0.91166794,0.037364304,0.000117555566,0.0010717188,0.0003606271],"about_ca_topic_score_codex":0.0014238759,"about_ca_topic_score_gemma":0.004019881,"teacher_disagreement_score":0.064689875,"about_ca_system_score_codex":0.00029548517,"about_ca_system_score_gemma":0.000052446278,"threshold_uncertainty_score":0.3155688},"labels":[],"label_agreement":null},{"id":"W1965428672","doi":"10.1080/00405000308630632","title":"Design Factors in Geotextile Structures for Control of Water Movement","year":2003,"lang":"en","type":"article","venue":"Journal of the Textile Institute","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Geotextile; Movement (music); Movement control; Control (management); Geotechnical engineering; Engineering; Computer science; Physical medicine and rehabilitation; Art; Artificial intelligence; Aesthetics","score_opus":0.013404257006302779,"score_gpt":0.2055308323825397,"score_spread":0.19212657537623692,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965428672","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.59703463,0.00010437078,0.4015978,0.00003420103,0.00088661246,0.00023417515,0.000004491208,0.000017761196,0.00008592493],"genre_scores_gemma":[0.999304,0.000010201826,0.0006167552,0.000014842051,0.000021701282,0.0000041593858,4.2114863e-7,0.000011923644,0.000015999016],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992978,0.000022305858,0.00036153456,0.000044753502,0.00013004012,0.00014354018],"domain_scores_gemma":[0.9996868,0.00004752989,0.000061730185,0.000116098694,0.000055894576,0.00003198655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002746181,0.000093231225,0.00019512414,0.000075006494,0.000022912716,0.000009061891,0.00015652813,0.00006038242,0.000016584128],"category_scores_gemma":[0.00012375861,0.000052612548,0.00009870954,0.000074387215,0.000024728615,0.00009971766,0.0000065579316,0.0001363463,3.3935706e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009089548,0.000013482156,0.00004937133,0.00003214038,0.000024107316,5.793528e-7,0.00017956525,0.98366547,0.014824967,0.00082277664,0.0000443416,0.00033412373],"study_design_scores_gemma":[0.004449324,0.0003123664,0.0077309273,0.00022696682,0.00012101465,0.000023547736,0.00018096491,0.4794965,0.47044462,0.024401562,0.012152536,0.00045965897],"about_ca_topic_score_codex":0.0000059488134,"about_ca_topic_score_gemma":0.0000054886023,"teacher_disagreement_score":0.5041689,"about_ca_system_score_codex":0.00006444762,"about_ca_system_score_gemma":0.000024965859,"threshold_uncertainty_score":0.21454774},"labels":[],"label_agreement":null},{"id":"W1965683463","doi":"10.1139/t01-010","title":"Geocomposite capillary barriers to reduce frost heave in soils","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":69,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Cold Regions Research and Engineering Laboratory","keywords":"Frost heaving; Geotextile; Geotechnical engineering; Geosynthetics; Soil water; Suction; Geology; Water content; Capillary action; Drainage; Frost (temperature); Environmental science; Soil science; Materials science; Engineering; Composite material; Geomorphology","score_opus":0.006657733667570649,"score_gpt":0.19989144058242944,"score_spread":0.1932337069148588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965683463","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9574262,0.000965068,0.0322557,0.004438612,0.0010563369,0.00049037376,0.000030459665,0.00062255,0.0027147043],"genre_scores_gemma":[0.99864763,0.00019817577,0.00032183412,0.0005145453,0.00018551866,0.000016668528,0.0000071085974,0.0000514935,0.00005703796],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99833375,0.000030200152,0.00042871066,0.00020709539,0.00020982501,0.0007904308],"domain_scores_gemma":[0.99723023,0.00003507814,0.000019908446,0.00027106528,0.000055315482,0.0023883858],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034721108,0.00021512713,0.00025765656,0.0005443713,0.00014107916,0.00009247454,0.00032584756,0.00028312253,0.00020831038],"category_scores_gemma":[0.0002742243,0.00023629623,0.00008889349,0.0007223266,0.000034208322,0.00012568607,0.000023536819,0.0009220618,0.000070549184],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000066361536,0.0000047010385,0.00024117029,0.000007069128,0.000008732976,0.00029947117,0.000068824,0.9893732,0.0016978268,0.00008391402,0.0031463522,0.0050620995],"study_design_scores_gemma":[0.0011924334,0.00020062471,0.020771287,0.00039881884,0.000028480987,0.0023251674,0.00020315044,0.6398561,0.0009971061,0.001149898,0.33145735,0.0014195654],"about_ca_topic_score_codex":0.0048071817,"about_ca_topic_score_gemma":0.010234757,"teacher_disagreement_score":0.34951708,"about_ca_system_score_codex":0.0008231685,"about_ca_system_score_gemma":0.0002483363,"threshold_uncertainty_score":0.96358806},"labels":[],"label_agreement":null},{"id":"W1967663476","doi":"10.1139/t02-055","title":"Geotechnical properties of Pusan clays","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Geology; Land reclamation; Artesian aquifer; Geotechnical investigation; Settlement (finance); Mining engineering; Groundwater; Archaeology; Aquifer; Geography","score_opus":0.016884538567842527,"score_gpt":0.16930427604130552,"score_spread":0.152419737473463,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1967663476","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82788247,0.016701203,0.12307609,0.0061862436,0.0030195224,0.0013649017,0.00010342932,0.0039931177,0.017673055],"genre_scores_gemma":[0.99897486,0.00035301433,0.00029651306,0.000078546414,0.00014093835,0.00001056886,0.0000018726543,0.00005303654,0.00009064327],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983199,0.000036750836,0.00057495356,0.0001676864,0.00029542594,0.00060527946],"domain_scores_gemma":[0.99870723,0.00003122749,0.00004922692,0.0003440725,0.0001088326,0.0007594238],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003453542,0.00022149134,0.00031868796,0.00033473317,0.00014409698,0.000054180797,0.00042837922,0.00038775778,0.00043989284],"category_scores_gemma":[0.0002902989,0.0002066019,0.00016706868,0.00043479668,0.00013625278,0.0001477108,0.000025939917,0.0011957107,0.00006066905],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000026601217,0.000028226412,0.0000117894115,0.00006015413,0.000032464206,0.000043434462,0.00005324977,0.9694573,0.005644287,0.00050174387,0.005906234,0.018258408],"study_design_scores_gemma":[0.00034766406,0.00011028489,0.00039518427,0.00019314582,0.000032858614,0.0005366887,0.000033412507,0.92984104,0.0020053156,0.00038180183,0.065660976,0.0004616105],"about_ca_topic_score_codex":0.0007312225,"about_ca_topic_score_gemma":0.00040051708,"teacher_disagreement_score":0.17109242,"about_ca_system_score_codex":0.0002873669,"about_ca_system_score_gemma":0.00006109821,"threshold_uncertainty_score":0.84249806},"labels":[],"label_agreement":null},{"id":"W1968100302","doi":"10.1139/t08-070","title":"Sand–rubber mixtures (large rubber chips)","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":237,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Goizueta Foundation; National Science Foundation","keywords":"Natural rubber; Materials science; Composite material; Shear modulus; Context (archaeology); Oedometer test; Modulus; Volume fraction; Particle (ecology); Stiffness; Shear (geology); Shear stress; Stress (linguistics); Geotechnical engineering; Geology; Soil water","score_opus":0.00819876755804224,"score_gpt":0.18268062848100938,"score_spread":0.17448186092296714,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968100302","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58761555,0.008220685,0.36319724,0.003671582,0.0051154913,0.0009706663,0.00020125887,0.004324298,0.026683219],"genre_scores_gemma":[0.998319,0.0003480693,0.00034514474,0.00029507172,0.0003836322,0.000009714133,0.000012798348,0.0000668617,0.00021974836],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9982631,0.000028189826,0.00040028943,0.00019138669,0.00028425906,0.0008327459],"domain_scores_gemma":[0.99842125,0.00004240443,0.000031041014,0.00030469097,0.00007994525,0.0011206911],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027330808,0.00025148058,0.00026738681,0.00028976524,0.00035629093,0.000058460875,0.0003352433,0.00037728966,0.00047604262],"category_scores_gemma":[0.00018427278,0.00024303014,0.00016894203,0.00037481543,0.00007330055,0.0001461128,0.00002195572,0.0011551805,0.00012924559],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006046314,0.00003290634,0.00025918699,0.00002879782,0.00006416247,0.00057562155,0.00013314137,0.93624353,0.0010263632,0.00087080937,0.056706727,0.0040527335],"study_design_scores_gemma":[0.0012519883,0.00011216209,0.015435409,0.00012620573,0.000052799907,0.0050971964,0.000031079784,0.32420632,0.00084743474,0.001516434,0.6500696,0.001253368],"about_ca_topic_score_codex":0.0006428924,"about_ca_topic_score_gemma":0.000742179,"teacher_disagreement_score":0.6120372,"about_ca_system_score_codex":0.00033515677,"about_ca_system_score_gemma":0.00018514115,"threshold_uncertainty_score":0.99104816},"labels":[],"label_agreement":null},{"id":"W1969070800","doi":"10.1139/cgj-2014-0538","title":"Three-dimensional behavior of biaxial geogrid in a piled embankment: numerical investigation","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Orthotropic material; Geogrid; Isotropy; Parametric statistics; Truss; Geotechnical engineering; Structural engineering; Finite element method; Tension (geology); Materials science; Geology; Engineering; Composite material; Mathematics; Reinforcement; Physics; Ultimate tensile strength","score_opus":0.01782355693814778,"score_gpt":0.20502041544190008,"score_spread":0.1871968585037523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1969070800","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.973768,0.0003883436,0.02407073,0.00045123798,0.0006742468,0.00029038853,0.000023378756,0.0002061894,0.00012747486],"genre_scores_gemma":[0.99891865,0.000007299257,0.0008336867,0.000055912402,0.00011205005,0.000020825184,0.000016417878,0.00003117864,0.0000039519955],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99851793,0.000027713531,0.0005397617,0.00015036801,0.00034268622,0.0004215516],"domain_scores_gemma":[0.99866986,0.000034533543,0.000051327905,0.00018163385,0.000119041506,0.0009436196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047297037,0.0001673749,0.0002643326,0.0004003347,0.00004182233,0.00002913013,0.00021442548,0.0002623704,0.000054766704],"category_scores_gemma":[0.00024832055,0.00017209799,0.00008138118,0.00052043947,0.000070959206,0.00012489807,0.00002216432,0.00069117855,0.00001532214],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008152024,0.000024542442,0.0023391144,0.000010629041,0.000008880935,0.00006962963,0.000034203218,0.9921979,0.00049063144,0.00018007212,0.0012842517,0.0033520004],"study_design_scores_gemma":[0.001179798,0.00019331712,0.045273837,0.00012861389,0.000034602668,0.0003091324,0.000019347157,0.94688267,0.0003104391,0.0020240035,0.0032277328,0.00041648454],"about_ca_topic_score_codex":0.005585769,"about_ca_topic_score_gemma":0.005116334,"teacher_disagreement_score":0.0453152,"about_ca_system_score_codex":0.0005355443,"about_ca_system_score_gemma":0.00038402952,"threshold_uncertainty_score":0.84440494},"labels":[],"label_agreement":null},{"id":"W1971320826","doi":"10.1139/t02-045","title":"Emergency remediation of instability at Caudalosa tailings dam, Peru: a case history","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tailings; Tailings dam; Foundation (evidence); Geotechnical engineering; Instability; Geology; Overburden; Mining engineering; Environmental remediation; Contamination; Archaeology","score_opus":0.015526043661183772,"score_gpt":0.18422277462517145,"score_spread":0.16869673096398768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1971320826","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97811764,0.0048484784,0.012290986,0.00042744464,0.0015880021,0.00027704312,0.00003875527,0.00042390058,0.0019877718],"genre_scores_gemma":[0.9990047,0.00045065107,0.00017806402,0.000025026588,0.0001291346,0.000008349689,0.0000068742197,0.0000381141,0.00015906911],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99844015,0.000039190625,0.0006391167,0.00018535284,0.0002491065,0.0004470659],"domain_scores_gemma":[0.9986712,0.000039134462,0.00008118081,0.00033430898,0.00014909019,0.0007251025],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00039158855,0.00019105528,0.00025399253,0.00027432124,0.000119568394,0.000009253011,0.00019721063,0.0003009522,0.0019754632],"category_scores_gemma":[0.00048076978,0.00020688631,0.0001505081,0.00027747068,0.00007536248,0.00014207714,0.000023316617,0.0006407838,0.0000317359],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007864383,0.00007140868,0.00055531337,0.00022423905,0.00005982542,0.001127646,0.00086399954,0.9432506,0.0052195974,0.0003567446,0.034453213,0.013809568],"study_design_scores_gemma":[0.00044603975,0.000106874635,0.0011466113,0.000056607052,0.000055856504,0.003711708,0.00006970279,0.8688469,0.00021501258,0.00031158363,0.12448357,0.00054952304],"about_ca_topic_score_codex":0.0035168559,"about_ca_topic_score_gemma":0.009708417,"teacher_disagreement_score":0.09003036,"about_ca_system_score_codex":0.0023927297,"about_ca_system_score_gemma":0.00008463788,"threshold_uncertainty_score":0.9989369},"labels":[],"label_agreement":null},{"id":"W1972111380","doi":"10.3141/2026-09","title":"Mechanistic Comparison of Cement- and Bituminous-Stabilized Granular Base Systems","year":2007,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McAsphalt Industries (Canada); University of Saskatchewan","funders":"","keywords":"Durability; Base course; Cement; Granular material; Asphalt; Geotechnical engineering; Aggregate (composite); Environmental science; Materials science; Geology; Composite material","score_opus":0.06806752556226707,"score_gpt":0.34940794129960484,"score_spread":0.28134041573733776,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1972111380","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9416021,0.000851472,0.05613165,0.00012454833,0.000454395,0.00067714223,0.000034283818,0.00005647466,0.00006793281],"genre_scores_gemma":[0.99843305,0.00053116004,0.00084449816,0.0000024625283,0.000060392842,0.00002184361,0.000013059869,0.00004813435,0.000045381857],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9950577,0.0003132447,0.0015202232,0.0002232797,0.0022546938,0.0006308531],"domain_scores_gemma":[0.99654865,0.0009114657,0.00021115443,0.00032606293,0.0016868317,0.00031581544],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0049990076,0.00020047653,0.00049459445,0.0008229745,0.00022429388,0.000055785513,0.00045202064,0.00018693067,0.000044398075],"category_scores_gemma":[0.00018594864,0.00016146003,0.00017718141,0.0014044861,0.00031644895,0.00023470158,0.000004443477,0.0013049959,0.0000027330639],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001646458,0.00070066896,0.17229228,0.0049094134,0.00035404813,0.00012372898,0.0068774372,0.6537522,0.12627968,0.016472548,0.0013528022,0.015238726],"study_design_scores_gemma":[0.004220905,0.0016988023,0.85628635,0.0013490389,0.00020140738,0.00000217287,0.008220897,0.09219926,0.025213534,0.0029053541,0.007058091,0.0006442011],"about_ca_topic_score_codex":0.0019746122,"about_ca_topic_score_gemma":0.0052961544,"teacher_disagreement_score":0.68399405,"about_ca_system_score_codex":0.00015271919,"about_ca_system_score_gemma":0.000108642584,"threshold_uncertainty_score":0.6584149},"labels":[],"label_agreement":null},{"id":"W1973211077","doi":"10.1061/9780784412084.0027","title":"Full Scale Instrumented Pile Load Test for the Port Mann Bridge, Surrey, British Columbia, Canada","year":2012,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Flatiron Health","keywords":"Pile; Jacking; Hammer; Load testing; Geotechnical engineering; Dynamic load testing; Structural engineering; Engineering; Bridge (graph theory); Full scale","score_opus":0.006007452477163953,"score_gpt":0.1729792164817022,"score_spread":0.16697176400453825,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973211077","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95816725,0.0005618131,0.033370815,0.0001303169,0.0013250506,0.00059893535,0.00017082682,0.00073920103,0.0049357587],"genre_scores_gemma":[0.99729705,0.000025631876,0.00015048921,0.000054086315,0.00011393493,0.00007571319,0.000037476562,0.000032102333,0.0022134886],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9991711,0.0000036406934,0.00018545492,0.0001005882,0.00017843129,0.00036082647],"domain_scores_gemma":[0.99950284,0.000120598044,0.000013769201,0.00018673054,0.00006159359,0.00011446565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015301048,0.000086120104,0.0001165582,0.0000074953537,0.00009795451,0.000082666586,0.00012112245,0.00006166095,0.00013298957],"category_scores_gemma":[0.00009225146,0.00010654561,0.000039765433,0.00013496492,0.000017830998,0.00008829065,0.000021462867,0.00010446927,0.000005612262],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012941742,0.00035734227,0.23929973,0.0006621139,0.00019816186,0.00000771842,0.00018200507,0.16640782,0.0012570549,0.000100366895,0.4764546,0.11506017],"study_design_scores_gemma":[0.0005112831,0.000052441454,0.58521926,0.000036685356,0.000036590016,0.000048975322,0.00007295525,0.12096593,0.00014684201,0.000016513013,0.29247686,0.0004156834],"about_ca_topic_score_codex":0.67089146,"about_ca_topic_score_gemma":0.96770287,"teacher_disagreement_score":0.34591952,"about_ca_system_score_codex":0.00018127069,"about_ca_system_score_gemma":0.00006357299,"threshold_uncertainty_score":0.4344804},"labels":[],"label_agreement":null},{"id":"W1973574138","doi":"10.1139/cgj-2014-0262","title":"Monitoring and numerical investigation of a rigid inclusions–reinforced industrial building","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Pile; Geotechnical engineering; Slab; Pore water pressure; Settlement (finance); Geology; Numerical analysis; Computer simulation; Structural engineering; Engineering; Computer science; Mathematics","score_opus":0.02636318470326083,"score_gpt":0.21970251575867503,"score_spread":0.1933393310554142,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973574138","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92913914,0.0004001139,0.06888522,0.00033754838,0.0006935208,0.00014772675,0.0000062943977,0.00023180916,0.00015859756],"genre_scores_gemma":[0.9984922,0.00003320216,0.0011834269,0.000013794001,0.00024156782,0.0000040656473,0.0000018670047,0.000022973352,0.0000069351017],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989571,0.00002640558,0.0003791508,0.000103487444,0.0002322845,0.00030158254],"domain_scores_gemma":[0.99859154,0.000050814782,0.000047921894,0.00012620124,0.00009937812,0.0010841442],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043987314,0.00013242797,0.00020177095,0.00025718583,0.00009248169,0.000046185705,0.00015357521,0.00027315356,0.0000068451786],"category_scores_gemma":[0.0005227286,0.00013464743,0.000043723547,0.00036149396,0.000060679307,0.00015699615,0.000038208695,0.00064102345,0.0000020277741],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005243888,0.000001564622,0.00076948036,0.000012104463,0.000014649661,0.000014827151,0.00011588522,0.9884534,0.0032581564,0.00039147038,0.00034103147,0.0066222195],"study_design_scores_gemma":[0.0012410756,0.00019521115,0.003422263,0.00035993132,0.000044080116,0.00039770006,0.00014511164,0.97916436,0.005783075,0.0020374302,0.0067042713,0.0005055081],"about_ca_topic_score_codex":0.0015062846,"about_ca_topic_score_gemma":0.000028576218,"teacher_disagreement_score":0.069353,"about_ca_system_score_codex":0.00034322348,"about_ca_system_score_gemma":0.0002550999,"threshold_uncertainty_score":0.54907626},"labels":[],"label_agreement":null},{"id":"W1973977460","doi":"10.1139/t06-047","title":"Strain-rate effects in self-boring pressuremeter tests in clay","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Strain rate; Strain (injury); Triaxial shear test; Geology; Stress–strain curve; Shear (geology); Materials science; Deformation (meteorology); Composite material","score_opus":0.004611720777195269,"score_gpt":0.18207678125981488,"score_spread":0.17746506048261962,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973977460","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9762142,0.0011838151,0.017401973,0.0004488268,0.0007945488,0.00055338815,0.000018352946,0.00080950203,0.0025754452],"genre_scores_gemma":[0.9991939,0.000029377792,0.0005102127,0.000043421278,0.0001403339,0.00001784945,0.0000046678856,0.000042706637,0.000017509466],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984967,0.00005135942,0.00043564738,0.00017776182,0.0001591956,0.00067934295],"domain_scores_gemma":[0.99931365,0.000104041515,0.000025628631,0.00018281533,0.000032016233,0.00034183633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052305363,0.00019833636,0.00024108437,0.0005340047,0.00004684968,0.000075106174,0.00022546636,0.0002987027,0.000019835406],"category_scores_gemma":[0.00015022575,0.00021166216,0.00006450103,0.00054754334,0.000020962092,0.00014454333,0.000013282596,0.0010156813,0.000011839124],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000013055405,0.000017571883,0.0009544563,0.00004535426,0.0000053922877,0.00027263732,0.000018237724,0.99389786,0.0021684763,0.0002894371,0.00018669099,0.0021425656],"study_design_scores_gemma":[0.0011131649,0.00007217165,0.32970887,0.00038001544,0.000019308818,0.00016719774,0.000008413968,0.65155345,0.0004439281,0.0041780006,0.01168226,0.00067319814],"about_ca_topic_score_codex":0.0047099967,"about_ca_topic_score_gemma":0.023292638,"teacher_disagreement_score":0.3423444,"about_ca_system_score_codex":0.00067259336,"about_ca_system_score_gemma":0.00011330217,"threshold_uncertainty_score":0.9945297},"labels":[],"label_agreement":null},{"id":"W1974311482","doi":"10.5539/cis.v3n3p122","title":"Comparison of Fuzzy Inference System and Multiple Regression to Predict Synthetic Envelopes Clogging","year":2010,"lang":"en","type":"article","venue":"Computer and Information Science","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Clogging; Fuzzy inference system; Computer science; Regression; Fuzzy logic; Decision tree; Interference (communication); Regression analysis; Envelope (radar); Inference system; Data mining; Statistics; Adaptive neuro fuzzy inference system; Artificial intelligence; Machine learning; Fuzzy control system; Mathematics; Telecommunications","score_opus":0.00954556132684944,"score_gpt":0.24187716120409297,"score_spread":0.23233159987724353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974311482","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7359744,0.000009788707,0.26308656,0.000012242089,0.00024407805,0.00007609978,0.0000016603656,0.00013340278,0.00046177235],"genre_scores_gemma":[0.9943308,0.0000065449935,0.005637751,0.000007680706,0.00001097751,0.000002519369,0.0000013482613,0.0000019615243,4.1221224e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99947655,0.0000031645222,0.00020867755,0.00006839252,0.00014426204,0.00009892872],"domain_scores_gemma":[0.9996605,0.00005152741,0.000028147708,0.00010679859,0.0000714661,0.00008156174],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022962241,0.000062140774,0.000099091165,0.00014785095,0.00007643084,0.00006848796,0.00010480152,0.000034160563,4.6310194e-7],"category_scores_gemma":[0.000094466646,0.000051062092,0.0000065758677,0.00023922866,0.00007625142,0.0008655166,0.00007009518,0.00008329439,0.0000024050769],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000035233024,0.000007490792,0.008392855,0.0004560241,0.0000023776367,8.135464e-8,0.0036787456,0.7978134,0.012011788,0.0058367504,0.000046078705,0.17175087],"study_design_scores_gemma":[0.000064990876,0.000021173997,0.021874735,0.00008826739,0.0000011794291,0.0000029224175,0.00006318867,0.97344756,0.003758531,0.000006635658,0.00060928863,0.000061532],"about_ca_topic_score_codex":0.0000031267857,"about_ca_topic_score_gemma":6.493852e-7,"teacher_disagreement_score":0.25835642,"about_ca_system_score_codex":0.000010125823,"about_ca_system_score_gemma":0.0000100276975,"threshold_uncertainty_score":0.20822518},"labels":[],"label_agreement":null},{"id":"W1974961434","doi":"10.1139/t04-024","title":"Time-dependent behavior of pile groups by staged construction of an adjacent embankment on soft clay","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Centrifuge; Pile; Geotechnical engineering; Consolidation (business); Levee; Bending moment; Lateral earth pressure; Pile cap; Structural load; Settlement (finance); Geology; Engineering; Structural engineering","score_opus":0.005094219903602307,"score_gpt":0.1871076777572987,"score_spread":0.18201345785369638,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974961434","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97714114,0.0001317731,0.021678932,0.00009895833,0.00030149508,0.00024615374,0.0001310852,0.0001595801,0.0001108569],"genre_scores_gemma":[0.9992807,0.000046852874,0.00051476137,0.000023435416,0.00004693157,0.000011201606,0.000028606311,0.000036911526,0.000010614291],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986082,0.000028607712,0.00051965046,0.00015682992,0.00033532747,0.00035140288],"domain_scores_gemma":[0.99897665,0.000021132319,0.00008757353,0.00025746113,0.00008854961,0.00056861254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028101055,0.00017692547,0.000270783,0.00022167178,0.000071257884,0.00002065912,0.0002216725,0.00024778186,0.00012333012],"category_scores_gemma":[0.00005914687,0.00018196338,0.00009735337,0.0001886049,0.00010122967,0.00010103808,0.00001166261,0.0005729369,0.0000082998295],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010011451,0.00008553143,0.000014205653,0.000021770302,0.000018730392,0.000019042167,0.00003916593,0.9678404,0.023612672,0.00018350566,0.00014340167,0.008011585],"study_design_scores_gemma":[0.014754116,0.009084168,0.010125889,0.0020803548,0.00083178596,0.0028267538,0.001277983,0.46439365,0.46995136,0.0057577584,0.014089823,0.004826359],"about_ca_topic_score_codex":0.000980962,"about_ca_topic_score_gemma":0.00038436396,"teacher_disagreement_score":0.5034467,"about_ca_system_score_codex":0.00063669047,"about_ca_system_score_gemma":0.00015322797,"threshold_uncertainty_score":0.7420251},"labels":[],"label_agreement":null},{"id":"W1975437453","doi":"10.1680/gein.2005.12.5.215","title":"Facing contribution to seismic response of reduced-scale reinforced soil walls","year":2005,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":131,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Geogrid; Earthquake shaking table; Geosynthetics; Structural engineering; Displacement (psychology); Acceleration; Reinforcement; Mechanically stabilized earth; Seismic loading; Boundary value problem; Base (topology); Geology; Engineering; Mathematics; Physics","score_opus":0.004974156508064462,"score_gpt":0.2111297851084896,"score_spread":0.20615562860042513,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1975437453","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8555087,0.000017340015,0.14214928,0.0006100886,0.00038194325,0.00009489309,0.0000437508,0.00022251568,0.00097152346],"genre_scores_gemma":[0.9984767,0.000015492265,0.00088638125,0.00004062136,0.000082997685,0.0000128731435,0.00002769235,0.000019575136,0.00043767583],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99914366,0.000015468317,0.0003083131,0.000120526594,0.00023899821,0.00017305362],"domain_scores_gemma":[0.99951416,0.00006699142,0.000031814885,0.00017184294,0.0001438394,0.00007132645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029189847,0.0001087896,0.00012516629,0.00014603439,0.00002469051,0.000017903021,0.00017542002,0.00008982837,0.000075505544],"category_scores_gemma":[0.00031424407,0.00012100114,0.000057910136,0.00011739981,0.000018752089,0.0000746436,0.000036741952,0.00011263872,0.000067162015],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000042306503,0.0000076238707,0.000005378325,0.0000062162003,0.00001090838,3.068109e-7,0.00013720413,0.8751825,0.12152754,0.0006816131,0.00012574453,0.0022726457],"study_design_scores_gemma":[0.00019146824,0.000024868763,0.00038146783,0.000045970537,0.0000058161363,0.000005515905,0.000015567575,0.82776165,0.15519041,0.000052330553,0.016200926,0.00012403003],"about_ca_topic_score_codex":0.000006728225,"about_ca_topic_score_gemma":0.0000046010505,"teacher_disagreement_score":0.14296803,"about_ca_system_score_codex":0.00016857109,"about_ca_system_score_gemma":0.000014478724,"threshold_uncertainty_score":0.49342832},"labels":[],"label_agreement":null},{"id":"W1976294831","doi":"10.1007/s00226-003-0214-4","title":"Influence of knot area ratio based grading rules on the engineering properties of Hem-fir used in Japanese post and beam housing","year":2004,"lang":"en","type":"article","venue":"Wood Science and Technology","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Knot (papermaking); Grading (engineering); Structural engineering; Mathematics; Beam (structure); Composite material; Materials science; Engineering; Civil engineering","score_opus":0.008551558882132087,"score_gpt":0.17505692052092647,"score_spread":0.1665053616387944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1976294831","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990669,0.00014277989,0.0002750644,0.0002487809,0.000014351947,0.000112373586,0.0000011281176,0.00012978491,0.000008853376],"genre_scores_gemma":[0.9998328,0.000014297683,0.00012429887,0.000007835008,0.0000017742352,0.000011260195,2.1750414e-7,0.0000072685266,2.2139075e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99941117,0.0000025613313,0.00016064289,0.00013080226,0.000132436,0.00016239689],"domain_scores_gemma":[0.9997079,0.000033413024,0.000023040828,0.00015110023,0.00006458381,0.000020001655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022516324,0.00008903228,0.00013442944,0.00036814733,0.00004742483,0.000013156809,0.00012580682,0.00007462338,1.8074395e-7],"category_scores_gemma":[0.0004080793,0.00006676396,0.000008355299,0.0008338721,0.00033839824,0.00010410268,0.00003263539,0.0001309938,1.6468803e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[9.204994e-7,0.000007184634,0.00012317757,0.000039587823,0.0000010000499,4.5326496e-7,0.00015553972,0.50660956,0.4918335,0.0010981802,3.5098388e-8,0.00013086079],"study_design_scores_gemma":[0.00025886993,0.00011031739,0.0036646128,0.00037691195,0.000004035689,0.0000058648275,0.00032905312,0.24191244,0.75299364,0.00021087793,0.0000032013854,0.00013015211],"about_ca_topic_score_codex":0.000038299924,"about_ca_topic_score_gemma":0.000013387434,"teacher_disagreement_score":0.26469713,"about_ca_system_score_codex":0.000035378886,"about_ca_system_score_gemma":0.000032017622,"threshold_uncertainty_score":0.2722555},"labels":[],"label_agreement":null},{"id":"W1976443822","doi":"10.1007/s10706-013-9676-9","title":"Numerical Investigation of the Inclined Pullout Behavior of Anchors Embedded in Clay","year":2013,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Embedment; Geotechnical engineering; Perpendicular; Overburden pressure; Hydrogeology; Inclination angle; Structural engineering; Shear strength (soil); Finite element method; Materials science; Geology; Engineering; Soil water; Geometry; Mathematics","score_opus":0.0069403118212060695,"score_gpt":0.1800384025135379,"score_spread":0.1730980906923318,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1976443822","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9925573,0.00015960594,0.00650836,0.00010826045,0.00007284419,0.00032331015,0.0000022741465,0.00022003798,0.00004801271],"genre_scores_gemma":[0.99912214,0.000033962944,0.0006887313,0.000013195642,0.000017051023,0.00009955043,0.000003087169,0.000016260521,0.000005995643],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99883974,0.000022047489,0.0005313988,0.00017709263,0.00017022857,0.00025950072],"domain_scores_gemma":[0.99950033,0.00012342545,0.000045006404,0.0001952612,0.000043718588,0.00009225118],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014764501,0.00017642074,0.00033201248,0.00008788492,0.000017590224,0.000007480755,0.00019606274,0.00029051173,0.00003403459],"category_scores_gemma":[0.00028501922,0.00012719636,0.00007699001,0.0005082623,0.00011258519,0.00007989372,0.0000886022,0.0004021675,0.0000022419824],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000022229906,0.000024690999,0.0032414284,0.000104156425,0.000005433049,7.810344e-7,0.000035641566,0.95116836,0.04342228,0.0005143701,0.000009214207,0.001471426],"study_design_scores_gemma":[0.00020642123,0.000051731375,0.32360983,0.000067862864,0.000010498556,0.0000050635726,0.0000071120935,0.670224,0.0051725707,0.00045459782,0.000036344423,0.00015398127],"about_ca_topic_score_codex":0.00006335103,"about_ca_topic_score_gemma":0.000001470954,"teacher_disagreement_score":0.3203684,"about_ca_system_score_codex":0.000024854387,"about_ca_system_score_gemma":0.000007272113,"threshold_uncertainty_score":0.51869166},"labels":[],"label_agreement":null},{"id":"W1977176974","doi":"10.1139/t00-032","title":"Modelling glacial till under triaxial conditions using a BRICK soil model","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Brick; Settlement (finance); Geology; Stiffness; Finite element method; Engineering; Structural engineering; Civil engineering; Computer science","score_opus":0.022108840808512466,"score_gpt":0.21609538414021115,"score_spread":0.19398654333169868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1977176974","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2808783,0.00017156401,0.71682763,0.00017371408,0.00025102115,0.00012701313,0.000047515547,0.0003884333,0.0011348021],"genre_scores_gemma":[0.9979236,0.00011269512,0.0012784064,0.00014273601,0.00032389557,0.0000063642515,0.000015443404,0.0000677977,0.0001290346],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983835,0.00002482361,0.00046064754,0.00019798096,0.00025060438,0.0006824156],"domain_scores_gemma":[0.9987677,0.00002773669,0.000028494767,0.00022275564,0.00007241573,0.00088093505],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00023052825,0.00023473987,0.0002604157,0.00026889498,0.00032077602,0.00012373723,0.00025224927,0.00036494952,0.0005607744],"category_scores_gemma":[0.000028986064,0.0002592376,0.00017396704,0.0003625174,0.00006601911,0.00021074692,0.0000095114965,0.0008988579,0.000050362018],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000049692762,0.0000094819425,6.1002225e-7,0.0000062205627,0.000018860526,0.000021270276,0.000022349535,0.99707246,0.00023489946,0.00040984628,0.00051592314,0.0016831389],"study_design_scores_gemma":[0.00037410215,0.000018227087,0.00001120414,0.000040155344,0.00003453073,0.00025379146,0.000007634123,0.992314,0.000023356055,0.0034691002,0.0031435434,0.0003103922],"about_ca_topic_score_codex":0.0021019212,"about_ca_topic_score_gemma":0.00081999664,"teacher_disagreement_score":0.7170453,"about_ca_system_score_codex":0.0006631374,"about_ca_system_score_gemma":0.00035192948,"threshold_uncertainty_score":0.999986},"labels":[],"label_agreement":null},{"id":"W1977475220","doi":"10.5539/mas.v4n10p122","title":"The Potential of Using Rubberchips as a Soft Clay Stabilizer Enhancing Agent","year":2010,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Universiti Tun Hussein Onn Malaysia","keywords":"Materials science; Compressive strength; Natural rubber; Composite material; Cement; Curing (chemistry); Soil stabilization; Compressibility; Geotechnical engineering; Soil water; Geology","score_opus":0.007676212697012621,"score_gpt":0.21459704795189638,"score_spread":0.20692083525488375,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1977475220","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57794595,0.000019815508,0.4207001,0.000008347884,0.00024598968,0.00009291041,6.833392e-7,0.0001162769,0.00086991605],"genre_scores_gemma":[0.9981045,0.0000056974286,0.001810433,0.0000064688215,0.00003265142,0.000010856517,4.5768255e-7,0.000017880211,0.000011064658],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988498,0.000004897278,0.00022571185,0.00020134341,0.0003926766,0.0003255548],"domain_scores_gemma":[0.9994191,0.000050991843,0.000031181473,0.0003556612,0.000053908905,0.00008916006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006659034,0.00011093058,0.000108497436,0.00005960735,0.0002545782,0.00006527671,0.00036221705,0.000064898144,0.000009537226],"category_scores_gemma":[0.00010167687,0.00008677411,0.00003561603,0.00034465097,0.00029873615,0.00007961068,0.000074672615,0.00027112928,0.0000076173146],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000014318406,0.0000043193045,0.0000020624923,0.0000083633595,0.00000123157,1.5602647e-7,0.00011898021,0.4088481,0.58650947,0.0007978182,6.219029e-7,0.003707425],"study_design_scores_gemma":[0.000065455766,0.0000048239367,0.00017084222,0.00000537564,0.000004866941,0.0000034981815,0.000039115264,0.88354707,0.11342215,0.002553046,0.000085033615,0.000098718265],"about_ca_topic_score_codex":0.000014812617,"about_ca_topic_score_gemma":0.00002341212,"teacher_disagreement_score":0.47469896,"about_ca_system_score_codex":0.000043406268,"about_ca_system_score_gemma":0.00007307915,"threshold_uncertainty_score":0.35385454},"labels":[],"label_agreement":null},{"id":"W1977850212","doi":"10.1139/t07-071","title":"Seismic active earth pressure behind a nonvertical retaining wall using pseudo-dynamic analysis","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":95,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Retaining wall; Cantilever; Dynamic pressure; Friction angle; Acceleration; Geology; Geotechnical engineering; Earth (classical element); Nonlinear system; Tension (geology); Structural engineering; Vibration; Mechanics; Materials science; Engineering; Ultimate tensile strength; Physics; Classical mechanics","score_opus":0.010435604374511685,"score_gpt":0.20166667466498508,"score_spread":0.1912310702904734,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1977850212","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6458972,0.00035399006,0.35253772,0.00024602973,0.00018783711,0.00015747838,0.00003156536,0.000381923,0.00020625039],"genre_scores_gemma":[0.9984502,0.0001112167,0.001089987,0.00009907291,0.00009053578,0.000005269201,0.000014736082,0.00005967112,0.00007932017],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980092,0.000057353132,0.0004804828,0.00028248702,0.00035526726,0.00081517565],"domain_scores_gemma":[0.99832606,0.000065556625,0.000052237858,0.00034602155,0.00012387926,0.0010862689],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00027645048,0.00028413566,0.00043981383,0.0006913597,0.00037105818,0.00007096845,0.0003383218,0.00042867797,0.0001679195],"category_scores_gemma":[0.00017181734,0.0002971377,0.0003057929,0.00086669234,0.000115366995,0.00022186003,0.000029486317,0.0013715314,0.000019469893],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000060783727,0.000010105416,0.00018023614,0.000011203192,0.00033923163,0.00015598536,0.00011960136,0.9974658,0.0004987004,0.000013381729,0.00006267415,0.0011370268],"study_design_scores_gemma":[0.00022679269,0.00003707827,0.008056818,0.00003184614,0.00039382515,0.00077908154,0.00001930406,0.98682094,0.00008779147,0.00008545999,0.0031181106,0.0003429518],"about_ca_topic_score_codex":0.002449984,"about_ca_topic_score_gemma":0.00230305,"teacher_disagreement_score":0.352553,"about_ca_system_score_codex":0.00043283898,"about_ca_system_score_gemma":0.0003127673,"threshold_uncertainty_score":0.9999481},"labels":[],"label_agreement":null},{"id":"W1978676045","doi":"10.1061/9780784479117.050","title":"Performance-Based Seismic Design for the Vancouver Evergreen Line Rapid Transit Project—Process, Challenges, and Innovative Design Solutions","year":2015,"lang":"en","type":"article","venue":"Structures Congress 2015","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Engineering design process; Process (computing); Seismic analysis; Design process; Transit (satellite); Computer science; Civil engineering; Engineering; Transport engineering; Work in process; Mechanical engineering; Public transport","score_opus":0.07352326100895837,"score_gpt":0.25692456340559716,"score_spread":0.1834013023966388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1978676045","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.005033434,0.0071813087,0.98498684,0.00019858604,0.0008274011,0.0011748207,0.000036024278,0.00043971333,0.00012188329],"genre_scores_gemma":[0.99610305,0.00040931595,0.0030498123,0.000030047242,0.00010773144,0.0002075164,0.000017204928,0.000047522713,0.000027820059],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99901944,0.000042140717,0.00021865053,0.00020774482,0.00019368873,0.00031832742],"domain_scores_gemma":[0.99912375,0.0002035936,0.000040838015,0.00022269292,0.00033205963,0.00007705921],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041530293,0.00023569216,0.00021215221,0.000095884,0.00011771239,0.000027077214,0.00017996285,0.00015556523,0.0000044199733],"category_scores_gemma":[0.00012738688,0.00017202592,0.000029172485,0.0002474516,0.000099813675,0.00014503197,0.000014216827,0.00020811752,0.0000010652868],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007254102,0.0000060777984,0.0000023666655,0.00013626779,0.00004467185,4.5812033e-7,0.0005186472,0.9762577,0.000052553143,0.00010252923,0.0049623786,0.017843828],"study_design_scores_gemma":[0.0010116409,0.00018105388,0.00012286016,0.00003451926,0.00004152319,0.0000032954938,0.00018255362,0.99151343,0.0009781505,0.0010807712,0.004602154,0.00024804083],"about_ca_topic_score_codex":0.0000098128485,"about_ca_topic_score_gemma":0.00002760649,"teacher_disagreement_score":0.9910696,"about_ca_system_score_codex":0.00006187612,"about_ca_system_score_gemma":0.00015051791,"threshold_uncertainty_score":0.70150137},"labels":[],"label_agreement":null},{"id":"W1978884058","doi":"10.1139/t06-015","title":"The residual shear strength of tropical soils","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico","keywords":"Soil water; Residual; Geology; Atterberg limits; Weathering; Geotechnical engineering; Shearing (physics); Shear (geology); Residual strength; Soil science; Mineralogy; Materials science; Mathematics; Geochemistry; Petrology; Composite material","score_opus":0.0051519834570937185,"score_gpt":0.17999622913648874,"score_spread":0.17484424567939502,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1978884058","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9173524,0.0047786166,0.06309516,0.0044152816,0.0017389302,0.0004651341,0.00008033368,0.0009457002,0.0071284785],"genre_scores_gemma":[0.9992663,0.00010703856,0.0002234502,0.000014780335,0.0002745345,0.0000040420855,0.0000034628388,0.000026168045,0.00008020378],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987622,0.000027387938,0.00042579597,0.00009472879,0.00023144552,0.0004584469],"domain_scores_gemma":[0.9992437,0.00010791634,0.00003402844,0.00022662843,0.00007024561,0.0003174748],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022177944,0.00012887816,0.00016307816,0.00011361637,0.00019263459,0.00006473829,0.00029376705,0.00019107573,0.00003334723],"category_scores_gemma":[0.00014952869,0.000099584664,0.00009479379,0.00022909188,0.000111024325,0.00005579443,0.000013212451,0.0006296881,0.000009380795],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000034314635,0.000008740376,0.0000721745,0.000009689152,0.0000137280085,0.000019781024,0.000005683079,0.9796948,0.00029347342,0.005225865,0.0079871025,0.006665575],"study_design_scores_gemma":[0.001167638,0.00028580675,0.06879141,0.00017080577,0.00008044881,0.0005910924,0.000085337466,0.59953594,0.0036497028,0.013567587,0.3111323,0.0009418727],"about_ca_topic_score_codex":0.0019790272,"about_ca_topic_score_gemma":0.0029027332,"teacher_disagreement_score":0.38015878,"about_ca_system_score_codex":0.00018956272,"about_ca_system_score_gemma":0.00013993711,"threshold_uncertainty_score":0.40609446},"labels":[],"label_agreement":null},{"id":"W1978951807","doi":"10.3208/sandf.50.371","title":"Influence of Transient Flooding on Multi-Anchor Walls","year":2010,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geotechnical engineering; Geology; Permeability (electromagnetism); Soil water; Hydrostatic equilibrium; Structural engineering; Soil science; Engineering","score_opus":0.010198216414462334,"score_gpt":0.22832597422942602,"score_spread":0.21812775781496369,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1978951807","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.987598,0.000016700138,0.011558456,0.000036227604,0.00010165195,0.00006354735,0.0000061361907,0.000117349824,0.0005019286],"genre_scores_gemma":[0.9991517,0.000032386004,0.00074977253,0.0000066322286,0.000016102824,0.00001036519,0.000005982145,0.000009251999,0.000017776863],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996608,0.000002729372,0.00012049651,0.00007325997,0.000056548648,0.00008617121],"domain_scores_gemma":[0.9997842,0.000031463995,0.000009880281,0.000105210594,0.000028248689,0.000041030024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000056288347,0.00006150101,0.0000709962,0.00004453597,0.000044218028,0.0000138773175,0.000039545823,0.000051568317,0.000009881567],"category_scores_gemma":[0.000050896993,0.000059524846,0.00002018978,0.00009510192,0.00002983285,0.000063203246,0.000004443642,0.00012686655,0.000005648502],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[6.7072943e-7,0.000020747168,0.0000848942,0.000035852052,0.000006537461,1.2630422e-7,0.00019639413,0.954848,0.03749865,0.0037892056,0.000007079956,0.0035118256],"study_design_scores_gemma":[0.00054767396,0.0000671768,0.11023299,0.00007300306,0.000025973128,0.0000030332262,0.000037973998,0.8775496,0.0058908327,0.00047207664,0.004810244,0.00028944865],"about_ca_topic_score_codex":0.000012391923,"about_ca_topic_score_gemma":0.000040249502,"teacher_disagreement_score":0.110148095,"about_ca_system_score_codex":0.0000060554544,"about_ca_system_score_gemma":0.0000051164593,"threshold_uncertainty_score":0.24273528},"labels":[],"label_agreement":null},{"id":"W1980122763","doi":"10.1139/t04-117","title":"Model studies of a circular footing supported on geocell-reinforced clay","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":120,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geogrid; Geotechnical engineering; Reinforcement; Foundation (evidence); Clay soil; Geosynthetics; Structural engineering; Engineering; Materials science; Soil water; Geology; Soil science","score_opus":0.02357648310114248,"score_gpt":0.22988589666405598,"score_spread":0.2063094135629135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980122763","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7966098,0.0020564983,0.19421105,0.001704282,0.00055899716,0.00047698026,0.000043432614,0.0009454035,0.003393517],"genre_scores_gemma":[0.9987587,0.00016477203,0.0006852587,0.00014049764,0.00012477925,0.0000066349853,0.000004949913,0.000042586384,0.00007182003],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99851936,0.000015255001,0.0005466813,0.0001451754,0.00026066773,0.0005128385],"domain_scores_gemma":[0.99897,0.000057880156,0.00006158703,0.00025086178,0.0001412155,0.00051849394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038404745,0.0002028152,0.00031458764,0.00032590234,0.000114008864,0.00002689863,0.00024544002,0.00023471224,0.000041037536],"category_scores_gemma":[0.00030881967,0.0001994039,0.00014827833,0.000275163,0.00006270128,0.00010396372,0.000016775695,0.00068697083,0.000016068838],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000025526535,0.0000050201834,0.000004363687,0.000034906006,0.000045841734,0.000015355765,0.00007039025,0.9906824,0.0036241508,0.0005632568,0.0008282914,0.004123449],"study_design_scores_gemma":[0.00025139426,0.00005521462,0.00006668043,0.000100336525,0.000024249608,0.000072054056,0.00003581218,0.99411803,0.0017198301,0.00026656984,0.003072897,0.00021692355],"about_ca_topic_score_codex":0.00017528143,"about_ca_topic_score_gemma":0.00027457942,"teacher_disagreement_score":0.20214887,"about_ca_system_score_codex":0.00048061914,"about_ca_system_score_gemma":0.00015922883,"threshold_uncertainty_score":0.8131455},"labels":[],"label_agreement":null},{"id":"W1980591842","doi":"10.1139/t03-053","title":"Limit equilibrium analysis of large-scale reinforced and unreinforced embankments loaded by a strip footing","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geosynthetics; Geotechnical engineering; Geogrid; Levee; Structural engineering; Reinforcement; Ultimate load; Ultimate tensile strength; Engineering; Geology; Materials science; Finite element method; Composite material","score_opus":0.006451830104445975,"score_gpt":0.19713775000343917,"score_spread":0.1906859198989932,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980591842","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6059992,0.0008887121,0.38989767,0.00016926065,0.00030420398,0.00029212216,0.00011847309,0.0003290369,0.0020013705],"genre_scores_gemma":[0.9991862,0.00004223211,0.00042282743,0.00005713845,0.000020181826,0.0000051947745,0.000039127168,0.000032965065,0.00019413052],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99830645,0.00003375827,0.00060353323,0.00018356822,0.00025390313,0.0006187941],"domain_scores_gemma":[0.99871236,0.00007138295,0.00008559111,0.00027002097,0.00009010835,0.0007705418],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048863504,0.00021322125,0.0004194891,0.0005593192,0.0000973881,0.00006959072,0.00020119877,0.00029490096,0.00008791727],"category_scores_gemma":[0.0003718525,0.00022442185,0.00017295891,0.0010903975,0.000051178795,0.00014344123,0.000020523521,0.00053482276,0.0000022586416],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028468278,0.00000497235,0.00006870047,0.000024080367,0.0002181853,0.000018018172,0.00005393207,0.99140924,0.0065907626,0.00027413786,0.0008653838,0.00046976056],"study_design_scores_gemma":[0.00059097755,0.00006488375,0.00053729647,0.00004943398,0.00030919997,0.000097895005,0.00008865105,0.9807524,0.0026696657,0.000056794557,0.01444224,0.0003405392],"about_ca_topic_score_codex":0.00046557342,"about_ca_topic_score_gemma":0.0003222417,"teacher_disagreement_score":0.39318705,"about_ca_system_score_codex":0.00022042505,"about_ca_system_score_gemma":0.00010190573,"threshold_uncertainty_score":0.9151657},"labels":[],"label_agreement":null},{"id":"W1980698957","doi":"10.7198/geintec.v3i3.63","title":"ANÁLISE DA CORRELAÇÃO LINEAR ENTRE A DENSIDADE MÁXIMA E O ÍNDICE DE SUPORTE CALIFÓRNIA","year":2013,"lang":"pt","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Fabris (Canada)","funders":"","keywords":"Physics; Humanities; Philosophy","score_opus":0.12156941355258667,"score_gpt":0.46038552182122555,"score_spread":0.3388161082686389,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980698957","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9443072,0.02340226,0.025727855,0.00035200227,0.0020678458,0.0013882593,0.00015420155,0.00047485155,0.002125526],"genre_scores_gemma":[0.9890972,0.008388917,0.00047072343,0.00018943711,0.00038299797,0.0000906406,0.00005643348,0.00023899053,0.0010846582],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99516225,0.00026936174,0.0017087302,0.0007185691,0.0009722569,0.0011688469],"domain_scores_gemma":[0.9963009,0.0004892879,0.0006598268,0.00097180466,0.00057063246,0.0010075589],"candidate_categories":["metaepi_narrow","scholarly_communication","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0011545998,0.0008214405,0.0013524923,0.0009200657,0.00027664044,0.0018618997,0.002699883,0.00060099,0.019138496],"category_scores_gemma":[0.00086654996,0.0008594219,0.00040777877,0.0016878451,0.00014461581,0.002244729,0.0008873168,0.001488833,0.00029473408],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013034984,0.00069158524,0.12017938,0.0012738876,0.0009137419,0.00024127297,0.0014689752,0.70159787,0.06993543,0.00010492418,0.0860264,0.017436158],"study_design_scores_gemma":[0.0017803332,0.00004561731,0.37810957,0.002292486,0.00068710727,0.00014242064,0.00037598683,0.5836478,0.009796785,0.0014850347,0.019409692,0.0022272025],"about_ca_topic_score_codex":0.0039491784,"about_ca_topic_score_gemma":0.00010029125,"teacher_disagreement_score":0.2579302,"about_ca_system_score_codex":0.00044360117,"about_ca_system_score_gemma":0.00024090358,"threshold_uncertainty_score":0.99938565},"labels":[],"label_agreement":null},{"id":"W1980751913","doi":"10.2174/1874149501206010021","title":"Numerical Analysis of Earthquake Load Mitigation on Rigid Retaining Walls Using EPS Geofoam","year":2012,"lang":"en","type":"article","venue":"The Open Civil Engineering Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Structural engineering; Geotechnical engineering; Earthquake shaking table; Finite element method; Retaining wall; Engineering; Physical test; Computer simulation; Expanded polystyrene; Deformation (meteorology); Vibration; Acceleration; Numerical analysis; Materials science; Simulation; Composite material; Mathematics","score_opus":0.01946634742886815,"score_gpt":0.2443107811664892,"score_spread":0.22484443373762103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980751913","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7132093,0.0005546479,0.28292894,0.00006203474,0.00062828156,0.00021221374,0.0000075742423,0.00021183428,0.0021851684],"genre_scores_gemma":[0.99814665,0.000043070544,0.0015247703,0.000015670808,0.00018015727,0.0000067066467,0.000005960461,0.000053095722,0.000023916336],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99839,0.000048506423,0.0005098093,0.00012584777,0.00043023826,0.00049559935],"domain_scores_gemma":[0.9990923,0.00017382659,0.00010474669,0.0003402559,0.00009336894,0.0001955053],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013473575,0.00023304121,0.00042794555,0.00026110452,0.00013430747,0.00012654942,0.00047112702,0.00011275973,0.000120396806],"category_scores_gemma":[0.00022235411,0.00018848856,0.00019679712,0.0010980798,0.000022346228,0.00036348746,0.000063893174,0.0005551565,0.000008906181],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007516126,0.000025706135,0.0003137197,0.0000225873,0.00037974084,0.0000015100323,0.0003784154,0.9951249,0.0018148137,0.00045725485,0.000046085348,0.0014277912],"study_design_scores_gemma":[0.00022703063,0.000036664213,0.011892983,0.00011517038,0.0003212523,0.000036475198,0.00003518889,0.9848168,0.000867252,0.000024764937,0.0013852674,0.00024118455],"about_ca_topic_score_codex":0.000030319958,"about_ca_topic_score_gemma":0.0000061787155,"teacher_disagreement_score":0.28493735,"about_ca_system_score_codex":0.00022930995,"about_ca_system_score_gemma":0.000032511867,"threshold_uncertainty_score":0.768634},"labels":[],"label_agreement":null},{"id":"W1981069981","doi":"10.1139/t08-084","title":"Performance of soil nails in Dublin glacial till","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soil nailing; Geotechnical engineering; Excavation; Nail (fastener); Glacial period; Geology; Engineering; Structural engineering; Geomorphology","score_opus":0.008892501089988635,"score_gpt":0.176937126127669,"score_spread":0.16804462503768036,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981069981","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967122,0.0001739686,0.0016249062,0.000098921,0.00023928541,0.000067984656,0.000005615604,0.00010173461,0.0009754031],"genre_scores_gemma":[0.9993663,0.0003257858,0.00012771513,0.000027087406,0.000092813665,0.000004291049,0.0000027561614,0.00002444534,0.00002884092],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988676,0.00001528399,0.00042014182,0.00010103264,0.00018526644,0.00041072114],"domain_scores_gemma":[0.9993344,0.000024736528,0.000031145642,0.0001595676,0.000060844846,0.00038932485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024584553,0.00012938006,0.00021954124,0.0003658586,0.00007189849,0.0000109433395,0.00022244405,0.00022102373,0.000076463984],"category_scores_gemma":[0.00011966817,0.00013494525,0.00007162579,0.00043991793,0.0000706865,0.00012348325,0.000011391222,0.0006399205,0.000015685639],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000043846994,0.000008971789,0.0008063661,0.000022315915,0.0000052770674,0.000057142744,0.000044469863,0.9949714,0.00034541168,0.00006321917,0.00044450504,0.0032265647],"study_design_scores_gemma":[0.00042251148,0.00008188254,0.038414586,0.00009302336,0.000005313902,0.0005045327,0.000009561999,0.95341724,0.00042431083,0.00005913896,0.0063224705,0.0002454051],"about_ca_topic_score_codex":0.0013474593,"about_ca_topic_score_gemma":0.0030749675,"teacher_disagreement_score":0.041554112,"about_ca_system_score_codex":0.0002897218,"about_ca_system_score_gemma":0.00021548275,"threshold_uncertainty_score":0.55029076},"labels":[],"label_agreement":null},{"id":"W1981120241","doi":"10.1680/gein.2010.17.3.144","title":"Wetting-drying behaviour of geogrid-reinforced clay under working load conditions","year":2010,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Geogrid; Expansive clay; Wetting; Geotechnical engineering; Geosynthetics; Reinforcement; Materials science; Geotextile; Swelling; Composite material; Soil water; Geology; Soil science","score_opus":0.007950203141901643,"score_gpt":0.22414834684506837,"score_spread":0.21619814370316673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981120241","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9393164,0.0000222463,0.042822603,0.00019707486,0.0024590697,0.00010238695,0.000044254964,0.00043969185,0.0145962555],"genre_scores_gemma":[0.99859756,0.000013150761,0.0009695838,0.000020651609,0.00012372891,0.0000131949855,0.00005138985,0.000028461802,0.00018227127],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990769,0.0000053129124,0.00030103797,0.00012462657,0.00031080053,0.00018130105],"domain_scores_gemma":[0.9994817,0.00006998456,0.000050407903,0.00019630088,0.00014346675,0.00005818592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016745858,0.00012508486,0.00011760692,0.00010908252,0.000048590882,0.00003311517,0.00023328626,0.00013789805,0.0003772494],"category_scores_gemma":[0.00012820997,0.0001384067,0.000078701494,0.000107150256,0.000056166897,0.00006701135,0.000043993598,0.00033828898,0.000024224102],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002639766,0.000018290708,0.000526914,0.000014235061,0.000030043777,0.0000012173589,0.00009155481,0.9090559,0.0682185,0.02071227,0.0001034186,0.001225007],"study_design_scores_gemma":[0.0004726865,0.0000246659,0.006086059,0.00012371133,0.000042202122,0.000029487903,0.0000832508,0.947142,0.036254164,0.0016432612,0.0076660737,0.0004324582],"about_ca_topic_score_codex":0.0000202147,"about_ca_topic_score_gemma":0.0000238632,"teacher_disagreement_score":0.05928115,"about_ca_system_score_codex":0.00005797951,"about_ca_system_score_gemma":0.000021981486,"threshold_uncertainty_score":0.56440616},"labels":[],"label_agreement":null},{"id":"W1981192901","doi":"10.1139/t05-021","title":"Performance of cement-stabilized retaining walls","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Centrifuge; Geotechnical engineering; Retaining wall; Cementation (geology); Finite element method; Cohesion (chemistry); Cement; Bearing capacity; Portland cement; Structural engineering; Engineering; Materials science; Geology; Composite material","score_opus":0.008474638982783639,"score_gpt":0.18803638785038312,"score_spread":0.17956174886759949,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981192901","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98539174,0.0004765691,0.0097514065,0.0005029666,0.00024557736,0.00014597877,0.000010082164,0.0003081472,0.0031675198],"genre_scores_gemma":[0.99851894,0.00021194242,0.0009924533,0.000052133288,0.00013328448,0.000005076256,0.0000038129203,0.000031782158,0.000050586594],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99876004,0.000015938766,0.00045730805,0.000109943576,0.00020620339,0.0004505652],"domain_scores_gemma":[0.99912924,0.00003317636,0.00004278618,0.00021528956,0.00008448944,0.00049504696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038330746,0.00014620127,0.00021705595,0.00022877559,0.00008814265,0.000026716927,0.00025549263,0.00017793386,0.00029561238],"category_scores_gemma":[0.00011234571,0.00014723536,0.000091322836,0.000270375,0.000049542094,0.00015260906,0.000014663651,0.00054091786,0.00002407977],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000036732733,0.0000065434706,0.00013053764,0.000024226953,0.000012693233,0.0000039727925,0.000035586792,0.95684016,0.0012409942,0.00010802289,0.00049703027,0.041096583],"study_design_scores_gemma":[0.00033700827,0.00007846461,0.0013668878,0.000080112695,0.0000159089,0.00008943547,0.000018449906,0.9267511,0.0009882719,0.0000424216,0.07001174,0.00022022802],"about_ca_topic_score_codex":0.0002191032,"about_ca_topic_score_gemma":0.00044444817,"teacher_disagreement_score":0.069514714,"about_ca_system_score_codex":0.00037414976,"about_ca_system_score_gemma":0.00012708027,"threshold_uncertainty_score":0.6004084},"labels":[],"label_agreement":null},{"id":"W1981935601","doi":"10.1139/t10-021","title":"Contact versus noncontact piled raft foundations","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":111,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Centrifuge; Raft; Geotechnical engineering; Pile; Settlement (finance); Geology; Soil structure interaction; Lateral earth pressure; Engineering; Materials science; Structural engineering; Finite element method; Composite material","score_opus":0.00980569550492815,"score_gpt":0.21606914263806626,"score_spread":0.2062634471331381,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981935601","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72868997,0.00045323482,0.2079348,0.0041974057,0.021315567,0.0010017528,0.00013320844,0.0035722647,0.03270179],"genre_scores_gemma":[0.9988494,0.00003827557,0.0004972995,0.000069937596,0.0004174301,0.000012388505,0.000016897053,0.000047677237,0.00005071108],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99874926,0.00001597014,0.00034515053,0.00015104542,0.00019085169,0.00054772984],"domain_scores_gemma":[0.99843544,0.00011258722,0.000031895957,0.00030501225,0.00009979325,0.0010152997],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029273608,0.00019230205,0.00020216104,0.00025334416,0.00023028246,0.00015627206,0.0003271834,0.0003358044,0.00066461327],"category_scores_gemma":[0.0004059536,0.00019769529,0.0001325328,0.00028750286,0.000043602762,0.00018794384,0.000013841572,0.0016349704,0.00013298787],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000502827,0.000054236196,0.00019903472,0.00003751117,0.00018678811,0.00025324462,0.000101258614,0.8982598,0.024088124,0.014139861,0.01468121,0.047948614],"study_design_scores_gemma":[0.0020518806,0.00020795701,0.008069681,0.000047270863,0.000067852794,0.0004497228,0.000036818336,0.4462504,0.00031049116,0.00093059964,0.54077995,0.0007973635],"about_ca_topic_score_codex":0.0016442174,"about_ca_topic_score_gemma":0.02007536,"teacher_disagreement_score":0.5260987,"about_ca_system_score_codex":0.00031665494,"about_ca_system_score_gemma":0.00028000187,"threshold_uncertainty_score":0.9978057},"labels":[],"label_agreement":null},{"id":"W1982542130","doi":"10.1680/gein.9.0225","title":"Short-Term Strain and Deformation Behavior of Geosynthetic Walls at Working Stress Conditions","year":2002,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de la Défense Nationale; U.S. Department of Transportation","keywords":"Extensometer; Geosynthetics; Strain gauge; Reinforcement; Geotechnical engineering; Stiffness; Structural engineering; Deformation (meteorology); Strain (injury); Calibration; Settlement (finance); Materials science; Geology; Computer science; Engineering; Mathematics; Composite material; Statistics","score_opus":0.016716933327322745,"score_gpt":0.21972034889489225,"score_spread":0.2030034155675695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982542130","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.991963,0.00011380761,0.0037669654,0.000060927745,0.00048246662,0.00013296529,0.0002855278,0.00019270508,0.003001586],"genre_scores_gemma":[0.9993049,0.00016011516,0.00024138269,0.0000038445846,0.000036520963,0.00002731159,0.00011067242,0.00002124163,0.00009403444],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992186,0.000009445109,0.00028420612,0.000118069074,0.00021841473,0.00015127436],"domain_scores_gemma":[0.99967265,0.000046228197,0.000032405376,0.00013997756,0.00005246734,0.000056262037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000716988,0.00012210202,0.00011626223,0.00011460105,0.00004887001,0.000025852707,0.00012847115,0.00009170393,0.00035253566],"category_scores_gemma":[0.000033368164,0.0001321949,0.0000463921,0.00006673387,0.00004940336,0.0000841206,0.000045189972,0.000110279216,0.000017628121],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011574141,0.00038828215,0.010533115,0.00024980924,0.0001524438,0.000015055826,0.0019212182,0.79110897,0.044566587,0.0139621,0.0002390255,0.1368518],"study_design_scores_gemma":[0.0002615877,0.000028981527,0.044632144,0.0001844735,0.000058261856,0.00004607068,0.000077613746,0.94886446,0.0035855072,0.00025949962,0.001667034,0.0003343488],"about_ca_topic_score_codex":0.0000019075192,"about_ca_topic_score_gemma":0.0000138225205,"teacher_disagreement_score":0.1577555,"about_ca_system_score_codex":0.00008137908,"about_ca_system_score_gemma":0.0000016174754,"threshold_uncertainty_score":0.53907514},"labels":[],"label_agreement":null},{"id":"W1983712540","doi":"10.1016/j.sandf.2012.07.004","title":"Reliability analysis of soil-geogrid pullout models in Japan","year":2012,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Japan Society for the Promotion of Science; Ministry of Defense- Japan; Ministry of Education, Culture, Sports, Science and Technology","keywords":"Geogrid; Reliability (semiconductor); Statistics; Geotechnical engineering; Stability (learning theory); Factor of safety; Structural engineering; Calibration; Mathematics; Engineering; Computer science; Reinforcement","score_opus":0.013973147677878966,"score_gpt":0.22835009782820764,"score_spread":0.21437695015032868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1983712540","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9618125,0.00019326848,0.036125127,0.00002160653,0.00007321013,0.00006103697,0.000013367853,0.0000868689,0.0016129985],"genre_scores_gemma":[0.99950963,0.00010278267,0.00029129232,0.000003718836,0.000013969566,0.000014745959,0.000042402058,0.0000075203316,0.0000139408385],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99948215,0.000010293973,0.00020518922,0.000080226564,0.00007056835,0.00015156103],"domain_scores_gemma":[0.9997002,0.00004635957,0.00001584609,0.00015288447,0.000028518372,0.000056206096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018809688,0.00007012545,0.00015949555,0.00018007144,0.00002756957,0.000010556139,0.00003964717,0.00005853442,0.000021549531],"category_scores_gemma":[0.000043423635,0.00007033266,0.00005078835,0.00062072655,0.000031763702,0.00020293581,0.000013422618,0.000077716104,0.0000017937947],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[6.111945e-7,0.000027831764,0.008151221,0.000024359157,0.0000370745,1.7612868e-8,0.00034611972,0.9856525,0.00010736953,0.0038287006,0.0000048449238,0.0018193413],"study_design_scores_gemma":[0.000059837177,0.0000049472746,0.19267514,0.0000052513383,0.00008120573,1.4353414e-7,0.000045751814,0.8061423,0.000021627038,0.0007685331,0.00012492658,0.00007037798],"about_ca_topic_score_codex":0.00016757236,"about_ca_topic_score_gemma":0.00012850638,"teacher_disagreement_score":0.18452391,"about_ca_system_score_codex":0.000028257546,"about_ca_system_score_gemma":0.0000052150203,"threshold_uncertainty_score":0.28680825},"labels":[],"label_agreement":null},{"id":"W1984191303","doi":"10.1139/t08-134","title":"Comparative study on the behavior of square foundations resting on confined sand","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"University of Illinois at Urbana-Champaign; Qatar University; University of Oxford; Qatar Foundation","keywords":"Geotechnical engineering; Foundation (evidence); Pile; Bearing capacity; Geology; Square (algebra); Settlement (finance); Finite element method; Shallow foundation; Structural engineering; Engineering; Geometry; Mathematics","score_opus":0.03573706010777498,"score_gpt":0.26878044265944867,"score_spread":0.2330433825516737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984191303","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9903618,0.000042012543,0.0043486026,0.0010251153,0.00021406247,0.0007305321,0.000020264943,0.0001886071,0.0030689994],"genre_scores_gemma":[0.9997597,0.000003595725,0.000036334546,0.00008750134,0.000060921666,0.000023753704,0.0000036290983,0.000012714358,0.000011849262],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99902123,0.000048492395,0.00033346683,0.00011199343,0.00022330273,0.00026149265],"domain_scores_gemma":[0.99918705,0.00016893286,0.00004686244,0.0002455558,0.00009114443,0.00026042984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030158993,0.00014354852,0.000205322,0.00018009797,0.0002091947,0.00005412421,0.00022417739,0.000097849654,0.00006292573],"category_scores_gemma":[0.0002278319,0.00011024324,0.00006859816,0.00030305597,0.00004224821,0.000039626804,0.0000050862104,0.00069248246,0.000011588189],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008279498,0.00010929269,0.000080588914,0.0000029737512,0.000025213609,0.000028819068,0.00022595002,0.99254376,0.0007665604,0.0019070222,0.0008923934,0.003409167],"study_design_scores_gemma":[0.0032153716,0.0076101767,0.41692978,0.00088131573,0.0003431355,0.0002961584,0.0033850214,0.54553616,0.002955119,0.0031264115,0.013987183,0.001734189],"about_ca_topic_score_codex":0.0003203937,"about_ca_topic_score_gemma":0.0005530637,"teacher_disagreement_score":0.4470076,"about_ca_system_score_codex":0.00018669204,"about_ca_system_score_gemma":0.000082679115,"threshold_uncertainty_score":0.44955888},"labels":[],"label_agreement":null},{"id":"W1985593002","doi":"10.1139/t05-069","title":"Circular footings on a cemented layer above weak foundation soil","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":90,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico","keywords":"Geotechnical engineering; Void ratio; Bearing capacity; Foundation (evidence); Void (composites); Shallow foundation; Geology; Residual; Engineering; Structural engineering; Materials science; Mathematics; Law; Composite material","score_opus":0.009999608486766601,"score_gpt":0.19987146487730187,"score_spread":0.18987185639053528,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1985593002","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47785488,0.00090163003,0.47909206,0.011893526,0.002444104,0.00096149906,0.000043857068,0.003017829,0.023790607],"genre_scores_gemma":[0.99863833,0.00006699284,0.00028890476,0.00038835013,0.00041572712,0.0000120421155,0.0000151487375,0.000055674176,0.000118822645],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985298,0.000022955252,0.0003941639,0.00018692207,0.00029042925,0.0005757591],"domain_scores_gemma":[0.9988946,0.000036329675,0.000041874227,0.00024814717,0.00008754493,0.00069155893],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033479035,0.0002117715,0.00018972447,0.00031932007,0.00018570882,0.00012408609,0.00024280495,0.00025470843,0.000313668],"category_scores_gemma":[0.00017954905,0.00022130848,0.00011923352,0.00032554986,0.00003323235,0.00016264351,0.000012444966,0.0008360875,0.00023758844],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028593984,0.000013496782,0.000011919888,0.000011167502,0.000022069627,0.000013140118,0.000023030134,0.9709271,0.0012178875,0.0008347099,0.0025093802,0.024413232],"study_design_scores_gemma":[0.0004307321,0.00007885033,0.0009065604,0.000080657344,0.000020934769,0.00013440779,0.000021154325,0.67212296,0.00048913533,0.00034944533,0.32502073,0.00034446438],"about_ca_topic_score_codex":0.0006749659,"about_ca_topic_score_gemma":0.001738314,"teacher_disagreement_score":0.5207834,"about_ca_system_score_codex":0.0009001568,"about_ca_system_score_gemma":0.00012448772,"threshold_uncertainty_score":0.90246975},"labels":[],"label_agreement":null},{"id":"W1986184296","doi":"10.1139/t05-038","title":"Active earth thrust by backfills subject to a line surcharge","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Thrust; Terzaghi's principle; Lateral earth pressure; Cantilever; Geotechnical engineering; Computation; Coulomb; Retaining wall; Geology; Engineering; Structural engineering; Pore water pressure; Mathematics; Mechanical engineering; Physics","score_opus":0.006336128706415288,"score_gpt":0.19326696223489395,"score_spread":0.18693083352847867,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1986184296","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4949255,0.002464317,0.46717572,0.015919399,0.0019902727,0.001483133,0.0009105746,0.0030396858,0.012091386],"genre_scores_gemma":[0.99786395,0.00012483809,0.00073877414,0.0005286461,0.00038692096,0.000014337349,0.00002165763,0.00006503909,0.00025585527],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9984136,0.000025886406,0.00036207825,0.000204327,0.00024245898,0.00075165514],"domain_scores_gemma":[0.9980709,0.000051180854,0.000025776573,0.00025552892,0.00008973779,0.0015068515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000293323,0.00023453061,0.000253622,0.00028062754,0.00014593182,0.00008937731,0.0003226785,0.00027461277,0.0006190218],"category_scores_gemma":[0.00016671003,0.00023871943,0.000112779846,0.00047188535,0.00003243525,0.00016627343,0.000022254368,0.00092609355,0.00026807553],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006497985,0.000015954678,0.0000049072387,0.000007513395,0.000024724806,0.000020416643,0.0000478219,0.9266129,0.0029995386,0.00010354843,0.022133507,0.048022628],"study_design_scores_gemma":[0.00046822615,0.00015285346,0.00090295443,0.0000769572,0.000021393036,0.00022453594,0.00003555374,0.23960522,0.0044208854,0.00007313532,0.7533841,0.00063416804],"about_ca_topic_score_codex":0.0010518386,"about_ca_topic_score_gemma":0.004333907,"teacher_disagreement_score":0.7312506,"about_ca_system_score_codex":0.00049309124,"about_ca_system_score_gemma":0.00014158688,"threshold_uncertainty_score":0.97346956},"labels":[],"label_agreement":null},{"id":"W1986737776","doi":"10.1680/ijpmg.2004.040402","title":"Experimental design, instrumentation and interpretation of reinforced soil wall response using a shaking table","year":2004,"lang":"en","type":"article","venue":"International Journal of Physical Modelling in Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":109,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Earthquake shaking table; Geotechnical engineering; Geogrid; Structural engineering; Instrumentation (computer programming); Reinforcement; Displacement (psychology); Acceleration; Full scale; Geosynthetics; Engineering; Seismic loading; Base (topology); Geology; Computer science; Mathematics","score_opus":0.016845550851843763,"score_gpt":0.2544695439510758,"score_spread":0.23762399309923204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1986737776","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.504307,0.00005644352,0.49548772,0.0000130672315,0.000070050555,0.00004151356,9.226578e-7,0.000019304436,0.0000039837246],"genre_scores_gemma":[0.99093765,0.00003361072,0.00896004,0.0000076143983,0.000036489524,0.0000027800434,0.0000016529109,0.000019314408,8.703385e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989904,0.00002400851,0.000476118,0.00008697426,0.00031061075,0.000111851885],"domain_scores_gemma":[0.9994865,0.000106197374,0.00015161233,0.00006573164,0.0001508014,0.000039162584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003154206,0.00011411993,0.00019005344,0.00026254688,0.000015020729,0.000027775954,0.00015573345,0.00007295472,0.000001044961],"category_scores_gemma":[0.000075487056,0.0001192801,0.00005891302,0.00016258542,0.000031832198,0.0003435037,0.000026957756,0.00022047735,2.5226592e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000195066,0.000033714132,0.0000013708814,0.000013063882,0.000019201518,0.000004222029,0.0007577139,0.82946795,0.16827138,0.0005494456,2.0541007e-7,0.00068668847],"study_design_scores_gemma":[0.0005278981,0.00014006715,0.000009013192,0.0003634286,0.000008990038,0.000021847327,0.00006637979,0.91854316,0.078745976,0.0014766903,0.000003336101,0.000093241375],"about_ca_topic_score_codex":0.000037256592,"about_ca_topic_score_gemma":4.298378e-7,"teacher_disagreement_score":0.48663062,"about_ca_system_score_codex":0.00030182558,"about_ca_system_score_gemma":0.00004125449,"threshold_uncertainty_score":0.48641014},"labels":[],"label_agreement":null},{"id":"W1987174851","doi":"10.1007/s10706-007-9169-9","title":"Reliability of Conventional Settlement Evaluation for Circular Foundations on Stone Columns","year":2008,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Settlement (finance); Idealization; Foundation (evidence); Human settlement; Field (mathematics); Reliability (semiconductor); Generality; Unit (ring theory); Geotechnical engineering; Variety (cybernetics); Civil engineering; Engineering; Computer science; Mathematics; Statistics; Archaeology; Geography; Mathematics education","score_opus":0.02611295014004308,"score_gpt":0.24200607342911568,"score_spread":0.2158931232890726,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1987174851","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7075462,0.00015559087,0.29084995,0.00011484849,0.00014155304,0.00059324375,0.00004485633,0.0004435862,0.00011019107],"genre_scores_gemma":[0.9975557,0.00007170903,0.0019588002,0.000015255389,0.000040783616,0.0002381578,0.000089511545,0.000016713548,0.000013389356],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988563,0.000016185943,0.0003758938,0.00024081243,0.00027109738,0.00023969568],"domain_scores_gemma":[0.999299,0.00024389262,0.00003003704,0.00019941096,0.00013357977,0.000094067575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039007343,0.0001642121,0.00025357772,0.00007546086,0.000078982725,0.000006424126,0.000092718445,0.0001945672,0.000055648798],"category_scores_gemma":[0.00062896777,0.00015447405,0.00010140542,0.0001821405,0.000094734234,0.000055977343,0.00003185821,0.00019728798,0.000003187568],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008930906,0.00005691363,0.00005229396,0.00010122913,0.000014956946,6.618535e-7,0.00001018666,0.99351233,0.002070463,0.0033896046,0.00006922773,0.00071320997],"study_design_scores_gemma":[0.000558284,0.00017827144,0.030354079,0.000030161107,0.000027992382,0.0000105062245,0.0000038784433,0.963797,0.00045223781,0.0011655738,0.0032307648,0.00019127129],"about_ca_topic_score_codex":0.0000040307687,"about_ca_topic_score_gemma":4.4445224e-7,"teacher_disagreement_score":0.29000953,"about_ca_system_score_codex":0.00006903554,"about_ca_system_score_gemma":0.000015219914,"threshold_uncertainty_score":0.62992686},"labels":[],"label_agreement":null},{"id":"W1987325102","doi":"10.1061/9780784413272.405","title":"Back-to-Back Geosynthetic-Reinforced MSE Wall Supporting Elevated Dual Railroad Tracks","year":2014,"lang":"en","type":"article","venue":"Geo-Congress 2014 Technical Papers","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Graymont","keywords":"Precast concrete; Catenary; Mechanically stabilized earth; Reinforcement; Geogrid; Geosynthetics; Structural engineering; Abutment; STRIPS; Subgrade; Geotechnical engineering; Engineering; Computer science; Materials science; Composite material","score_opus":0.0055762919291293955,"score_gpt":0.20853957703933096,"score_spread":0.20296328511020156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1987325102","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7903246,0.000248628,0.053711224,0.0030732583,0.003496501,0.0034799655,0.00010431255,0.011159526,0.13440193],"genre_scores_gemma":[0.9965587,0.000038734204,0.0010015112,0.00026750957,0.00013291772,0.000080262886,0.00007586534,0.00014867962,0.0016957939],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99683243,0.000061602135,0.000923869,0.00061092,0.00045929765,0.0011118632],"domain_scores_gemma":[0.9980557,0.00026509486,0.000106517065,0.0009159009,0.00011329803,0.00054347544],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0006987577,0.00054876076,0.0006238937,0.00020404754,0.00012142601,0.000102800266,0.00052803435,0.0005978422,0.0015462774],"category_scores_gemma":[0.0007084462,0.0005339932,0.0002444356,0.00044558189,0.00012824852,0.00016961899,0.00012881131,0.00069521373,0.0025564008],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004406316,0.000041153635,0.00007104433,0.00022356141,0.00005814291,0.000008181616,0.00007327285,0.82635325,0.15370522,0.0013943311,0.0075323787,0.010495367],"study_design_scores_gemma":[0.0024179884,0.00050422724,0.0041798884,0.00042426627,0.00013754108,0.00008211516,0.00005244624,0.6105897,0.01792155,0.00021433554,0.3607497,0.0027262864],"about_ca_topic_score_codex":0.000041851257,"about_ca_topic_score_gemma":0.000044867727,"teacher_disagreement_score":0.3532173,"about_ca_system_score_codex":0.00013564927,"about_ca_system_score_gemma":0.00002255931,"threshold_uncertainty_score":0.99971116},"labels":[],"label_agreement":null},{"id":"W1987822981","doi":"10.1007/s11431-012-4967-6","title":"Creep behavior of EPS composite soil","year":2012,"lang":"en","type":"article","venue":"Science China Technological Sciences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Creep; Composite number; Oedometer test; Materials science; Geotechnical engineering; Composite material; Geology; Soil water; Soil science","score_opus":0.014676436501427678,"score_gpt":0.23748021611491735,"score_spread":0.22280377961348968,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1987822981","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9869767,0.00020742677,0.005548167,0.00007177454,0.00019597267,0.00009419021,0.0000019379888,0.0008235892,0.006080279],"genre_scores_gemma":[0.9972257,0.00002810601,0.0027014748,0.000004750865,0.0000133272815,0.000016183338,3.7664867e-7,0.0000042275924,0.000005876332],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99859536,0.000007721975,0.00019822855,0.00019979748,0.00047935103,0.000519533],"domain_scores_gemma":[0.9995908,0.000030065097,0.0000301213,0.00020039799,0.000028838826,0.000119757315],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.001057509,0.00011528218,0.00014791689,0.00020265557,0.00022599593,0.000036211357,0.00078827486,0.00009152958,0.000024127909],"category_scores_gemma":[0.0002306958,0.00008182379,0.00004003471,0.002261487,0.0027273141,0.00041525872,0.00012603044,0.00017180003,0.000012774788],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000015005561,0.00024351083,0.034526084,0.00003942942,0.0000032720639,0.0000014757343,0.0001802829,0.18052278,0.5997328,0.086403534,0.000027225562,0.098318115],"study_design_scores_gemma":[0.00014628156,0.00022839775,0.56048286,0.00004889064,0.000016604956,0.000029642379,0.00021146146,0.1427668,0.29020637,0.004827543,0.00047668465,0.00055845437],"about_ca_topic_score_codex":0.000010566257,"about_ca_topic_score_gemma":8.0457426e-7,"teacher_disagreement_score":0.5259568,"about_ca_system_score_codex":0.00004514111,"about_ca_system_score_gemma":0.00001571819,"threshold_uncertainty_score":0.9999867},"labels":[],"label_agreement":null},{"id":"W1987945304","doi":"10.1139/t06-018","title":"New approach for analysis of cantilever sheet pile with line load","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Cantilever; Lateral earth pressure; Pile; Geotechnical engineering; Mechanics; Displacement (psychology); Penetration (warfare); Structural engineering; Penetration depth; Retaining wall; Friction angle; Materials science; Geology; Engineering; Physics; Optics","score_opus":0.009294823516473021,"score_gpt":0.1930768212005902,"score_spread":0.18378199768411718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1987945304","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009530612,0.00021347863,0.9883365,0.00008575934,0.00007438674,0.00015109233,0.0000626884,0.00012397203,0.0014215269],"genre_scores_gemma":[0.98994046,0.000021248488,0.009414318,0.000016018728,0.00015487998,0.000008415565,0.00005748329,0.000034739183,0.0003524581],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988763,0.000008415848,0.00037263727,0.00014999705,0.00021313729,0.0003795414],"domain_scores_gemma":[0.9991296,0.000030301671,0.000049611368,0.00021747165,0.00014874275,0.00042430425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022971768,0.00015351558,0.0003258417,0.0003825514,0.00006212925,0.00003017312,0.0001978556,0.0001833019,0.0001600553],"category_scores_gemma":[0.00005228613,0.00013668662,0.00017197017,0.00084761163,0.000027098617,0.000052743595,0.000006613962,0.00030017825,0.0000015918353],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007188014,0.000009640013,0.00009216279,0.000020865993,0.00014689604,0.000004076035,0.000007040202,0.9904153,0.00012284124,0.00019747393,0.007711428,0.0012651106],"study_design_scores_gemma":[0.00034566835,0.00005827317,0.0031537407,0.000016076496,0.00038767018,0.00003038976,0.000008004795,0.9822176,0.00008737706,0.00017307728,0.013307686,0.00021444242],"about_ca_topic_score_codex":0.010410138,"about_ca_topic_score_gemma":0.016162131,"teacher_disagreement_score":0.9804098,"about_ca_system_score_codex":0.00033146245,"about_ca_system_score_gemma":0.00029417724,"threshold_uncertainty_score":0.99617964},"labels":[],"label_agreement":null},{"id":"W1988069252","doi":"10.1007/s11771-008-0430-z","title":"Residual settlement calculation of geocell cushion over gravel piles","year":2008,"lang":"en","type":"article","venue":"Journal of Central South University of Technology","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Cushion; Pile; Geotechnical engineering; Settlement (finance); Deflection (physics); Stiffness; Residual; Foundation (evidence); Geology; Structural engineering; Engineering; Mathematics; Computer science; Law","score_opus":0.006491624385347378,"score_gpt":0.16051239636810652,"score_spread":0.15402077198275915,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988069252","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9750926,0.00010252706,0.024466775,0.000078446545,0.00008607625,0.000038784252,0.000012084192,0.000050791303,0.00007191984],"genre_scores_gemma":[0.99856055,0.00013550119,0.001264159,0.0000010202175,0.0000143483285,1.6191684e-8,0.000002937559,0.000005747231,0.000015700734],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9994317,0.000008256643,0.00022077357,0.000051681498,0.00015350312,0.00013405056],"domain_scores_gemma":[0.99962366,0.000010887497,0.00014362972,0.00008803787,0.000094680676,0.000039119706],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000066506575,0.00006810566,0.00019226754,0.00024649844,0.000028326494,8.7747765e-7,0.0001366965,0.000147768,0.000020542593],"category_scores_gemma":[0.000026276546,0.000073304356,0.00007484014,0.000194617,0.000088754416,0.000057898833,0.000024044713,0.00016871568,7.424322e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008249701,0.00009759486,0.035011068,0.00014133219,0.00012426129,0.00004840192,0.0016502922,0.94254535,0.01631224,0.0012862337,0.0006622171,0.0020384856],"study_design_scores_gemma":[0.006298306,0.0012567932,0.7934887,0.00046690344,0.00036462132,0.00021779335,0.004076916,0.12180254,0.058702897,0.0013953599,0.0111209825,0.0008082253],"about_ca_topic_score_codex":0.000011102423,"about_ca_topic_score_gemma":0.000003743149,"teacher_disagreement_score":0.82074285,"about_ca_system_score_codex":0.000067592846,"about_ca_system_score_gemma":0.000021477506,"threshold_uncertainty_score":0.29892647},"labels":[],"label_agreement":null},{"id":"W1988486178","doi":"10.1139/t00-002","title":"A geosynthetic reinforcement solution to prevent the formation of localized sinkholes","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":70,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Sinkhole; Reinforcement; Geotechnical engineering; Settlement (finance); Arch; Deformation (meteorology); Structural engineering; Finite element method; Rut; Geology; Engineering; Karst; Materials science; Computer science; Composite material","score_opus":0.006703401707835079,"score_gpt":0.18742052083638241,"score_spread":0.18071711912854735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988486178","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17699364,0.0007011833,0.8131331,0.0048081907,0.0004027163,0.0009492062,0.00002425696,0.00041550054,0.002572158],"genre_scores_gemma":[0.9994285,0.000121754274,0.00017273072,0.000114304996,0.000049503946,0.000015599418,0.000004753216,0.000016726122,0.00007609764],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989577,0.000026133986,0.00040155777,0.000075749886,0.000210017,0.00032883772],"domain_scores_gemma":[0.9993273,0.00002564867,0.000028147077,0.0002130156,0.00005347725,0.00035239704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034934297,0.00011481579,0.00013836098,0.00013390245,0.00012314072,0.00003625165,0.00022901819,0.00011418564,0.00029510586],"category_scores_gemma":[0.00006978674,0.00009061092,0.0000847815,0.00027168728,0.000035884095,0.00009416108,0.000009447156,0.00029912242,0.000043309505],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004039658,0.0000060880707,2.482342e-7,0.000012790679,0.0000064679903,0.000002024393,0.00006514959,0.95001954,0.00034232673,0.0001272591,0.0009867809,0.04842726],"study_design_scores_gemma":[0.00013898309,0.000070438655,0.00010394756,0.00010189036,0.000018764567,0.000098906785,0.00002044299,0.9045438,0.00079490093,0.00033501218,0.093632475,0.00014044627],"about_ca_topic_score_codex":0.0010007945,"about_ca_topic_score_gemma":0.00096817367,"teacher_disagreement_score":0.8224349,"about_ca_system_score_codex":0.0003195351,"about_ca_system_score_gemma":0.00006558237,"threshold_uncertainty_score":0.3695006},"labels":[],"label_agreement":null},{"id":"W1988734389","doi":"10.1139/t10-043","title":"Laboratory study on radial consolidation and deformation in clay reinforced with stone columns","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Pore water pressure; Geotechnical engineering; Column (typography); Geology; Stiffness; Materials science; Composite material; Structural engineering; Engineering","score_opus":0.004703685450617364,"score_gpt":0.18970989441130828,"score_spread":0.18500620896069092,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988734389","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99514526,0.00001207031,0.0038733135,0.00013822498,0.00018769683,0.000269215,0.000008432648,0.00012264478,0.00024313675],"genre_scores_gemma":[0.9996968,0.000010414584,0.0001176806,0.00005573668,0.0000671219,0.000016053813,0.000006367631,0.000022568849,0.0000072891967],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991489,0.000023835706,0.0002708489,0.00011028375,0.00016445799,0.00028167968],"domain_scores_gemma":[0.9993068,0.00003862458,0.000031737545,0.00015653322,0.00006300239,0.00040330846],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003835227,0.00013076405,0.00015063366,0.00032235167,0.00009933498,0.00008363108,0.000100961945,0.00018746911,0.000023222854],"category_scores_gemma":[0.00013030763,0.00012324093,0.000015935602,0.00031951116,0.00004779344,0.00018240014,0.0000063530906,0.0010157471,0.000006712553],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015879628,0.000015614587,0.00056113815,0.000009497492,0.000011035414,0.000045238812,0.00019858885,0.9945712,0.0021111455,0.0003761491,0.00012457237,0.0019599106],"study_design_scores_gemma":[0.0028010646,0.00077180145,0.15993996,0.00010659995,0.00003248622,0.00030760007,0.00043157,0.8297372,0.00049051404,0.00009967983,0.004608717,0.000672829],"about_ca_topic_score_codex":0.0008740088,"about_ca_topic_score_gemma":0.009923069,"teacher_disagreement_score":0.16483405,"about_ca_system_score_codex":0.0001992353,"about_ca_system_score_gemma":0.00014737081,"threshold_uncertainty_score":0.5537305},"labels":[],"label_agreement":null},{"id":"W1988934855","doi":"10.1139/t02-023","title":"Seismic passive resistance in soils for negative wall friction","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Cohesion (chemistry); Friction angle; Geotechnical engineering; Retaining wall; Passive resistance; Seismic analysis; Geology; Logarithm; Acceleration; Seismic loading; Peak ground acceleration; Seismology; Ground motion; Resistance (ecology); Mathematics; Physics; Classical mechanics","score_opus":0.0102216138802116,"score_gpt":0.18832710803080105,"score_spread":0.17810549415058946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988934855","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19682911,0.003521355,0.77320814,0.011859812,0.002223718,0.0018380312,0.00015119172,0.0015237381,0.008844928],"genre_scores_gemma":[0.99853146,0.00018826265,0.00075393554,0.00012882738,0.000117547796,0.00004517991,0.0000040400655,0.000037306392,0.00019343453],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99885154,0.000019624506,0.0003400558,0.00015540488,0.00012788673,0.0005054884],"domain_scores_gemma":[0.99923533,0.00009309404,0.00003448302,0.00015177623,0.00007368846,0.00041160968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016656706,0.00015618294,0.00018904128,0.0002861044,0.000116371346,0.00005283884,0.00017883911,0.000245447,0.00007159254],"category_scores_gemma":[0.00027192387,0.00016772037,0.00008877962,0.00036300783,0.000030457579,0.0001375936,0.0000058362907,0.0006058936,0.000018758195],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000031439681,0.00000854246,0.000011597437,0.00002071785,0.000009850021,0.000018526365,0.00009394801,0.9882463,0.00006374126,0.00038797638,0.0073294616,0.0038061829],"study_design_scores_gemma":[0.00041920392,0.00003336376,0.0012478638,0.00008091018,0.000008765734,0.000030841475,0.000025031266,0.9429018,0.00006121983,0.0037906235,0.051170122,0.00023028161],"about_ca_topic_score_codex":0.0007116494,"about_ca_topic_score_gemma":0.008708948,"teacher_disagreement_score":0.8017024,"about_ca_system_score_codex":0.0008024031,"about_ca_system_score_gemma":0.00004496613,"threshold_uncertainty_score":0.6839438},"labels":[],"label_agreement":null},{"id":"W1989106895","doi":"10.1061/(asce)gm.1943-5622.0000062","title":"Measuring and Modeling Proportion-Dependent Stress-Strain Behavior of EPS-SandMixture <sup/>","year":2010,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"National Natural Science Foundation of China","keywords":"Expanded polystyrene; Overburden pressure; Materials science; Strain (injury); Shear stress; Geotechnical engineering; Stress–strain curve; Stress (linguistics); Composite material; Shear strength (soil); Deformation (meteorology); Geology; Soil water","score_opus":0.01455002444461016,"score_gpt":0.22342953896092366,"score_spread":0.2088795145163135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989106895","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80817384,0.00010887455,0.19063756,0.00004444958,0.00084955164,0.000057672765,0.000053762713,0.000037163114,0.00003713562],"genre_scores_gemma":[0.9983519,0.00013830466,0.001324339,0.00000387286,0.00014711905,0.0000028124518,0.000007914159,0.000018417633,0.0000053396884],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989418,0.000005968968,0.0004304156,0.00007291147,0.00044751607,0.00010137923],"domain_scores_gemma":[0.9993097,0.000017993658,0.0001075818,0.00008179961,0.00041084923,0.0000720785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028314348,0.00009877961,0.00014682229,0.00015770936,0.000016517895,0.000028530336,0.00020110377,0.00009740873,0.000022180286],"category_scores_gemma":[0.00012101118,0.00009296967,0.00006224178,0.000055635115,0.00000928584,0.0001513705,0.000029363344,0.00038900762,6.094492e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009519038,0.000045391895,0.00021926998,0.000031772972,0.000045408586,0.000017837549,0.00010795973,0.89278674,0.09513277,0.0012289211,0.0000028141064,0.0103715835],"study_design_scores_gemma":[0.0004215976,0.00005111238,0.0004419769,0.00010278936,0.000038079932,0.00019405535,0.000079901365,0.98710495,0.009526387,0.0018257642,0.00007442732,0.00013893416],"about_ca_topic_score_codex":0.0000046484424,"about_ca_topic_score_gemma":0.00000911059,"teacher_disagreement_score":0.19017805,"about_ca_system_score_codex":0.000032237967,"about_ca_system_score_gemma":0.000024303146,"threshold_uncertainty_score":0.3791193},"labels":[],"label_agreement":null},{"id":"W1989169552","doi":"10.1139/t03-051","title":"A new working stress method for prediction of reinforcement loads in geosynthetic walls","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":164,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; U.S. Department of Transportation","keywords":"Reinforcement; Stiffness; Geotechnical engineering; Mechanically stabilized earth; Geosynthetics; Structural engineering; Geotextile; Stress (linguistics); Engineering; Lateral earth pressure","score_opus":0.012363512454368735,"score_gpt":0.21441695426806068,"score_spread":0.20205344181369195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989169552","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002097938,0.00025582395,0.99615246,0.00011006735,0.00038841044,0.00024640263,0.000018301644,0.00008426172,0.0006463047],"genre_scores_gemma":[0.9896307,0.00007030047,0.010096232,0.000017987166,0.000068680405,0.000016562002,0.00000765274,0.000032091473,0.00005981487],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988055,0.000028342605,0.0004802334,0.000121852136,0.00015237945,0.0004116646],"domain_scores_gemma":[0.99923116,0.00008362594,0.00004475594,0.00016690292,0.000046572608,0.0004270062],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047194166,0.00013556083,0.0002163854,0.00031302802,0.000045604134,0.000027495025,0.00015252379,0.00021580333,0.00006812763],"category_scores_gemma":[0.00028599834,0.00014317676,0.00009517118,0.00030951924,0.00001313503,0.000061197985,0.0000058987785,0.00039535604,0.0000016798881],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000031498732,0.000004913651,0.000042993095,0.0000287568,0.000012363544,0.0000050580643,0.00003314158,0.9829979,0.00043751474,0.0014967315,0.0003003645,0.014637103],"study_design_scores_gemma":[0.00065685046,0.000091165966,0.00068021374,0.00029745983,0.00002584791,0.000072625044,0.000031896827,0.958822,0.0009817254,0.0018174337,0.03632389,0.00019887016],"about_ca_topic_score_codex":0.0011886548,"about_ca_topic_score_gemma":0.0019539492,"teacher_disagreement_score":0.98753273,"about_ca_system_score_codex":0.0004173285,"about_ca_system_score_gemma":0.0002118961,"threshold_uncertainty_score":0.5838579},"labels":[],"label_agreement":null},{"id":"W1989496929","doi":"10.1139/t07-058","title":"Development of the <i>K</i>-stiffness method for geosynthetic reinforced soil walls constructed with <i>c</i>-ϕ soils","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Washington State Department of Transportation","keywords":"Stiffness; Geotechnical engineering; Cohesion (chemistry); Soil water; Reinforcement; Geosynthetics; Structural engineering; Geology; Engineering; Soil science; Chemistry","score_opus":0.007328848881573676,"score_gpt":0.20418734897301086,"score_spread":0.19685850009143718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989496929","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10021483,0.000057221732,0.89837813,0.00015876385,0.0003211665,0.0003424546,0.000016910764,0.00015438195,0.0003561217],"genre_scores_gemma":[0.9731824,0.0000059983863,0.026548577,0.00008425135,0.000062111234,0.000015288582,0.0000052058485,0.000051007773,0.000045177636],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99834687,0.000017201322,0.00061113475,0.0001473019,0.0002713501,0.0006061764],"domain_scores_gemma":[0.9987636,0.00016340191,0.00009514157,0.00028454186,0.00019856212,0.00049473904],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00089452846,0.00020715201,0.0002747751,0.00018071025,0.00022952579,0.000036705947,0.00038805776,0.00023887065,0.000022577367],"category_scores_gemma":[0.00021040828,0.00015046052,0.00011397382,0.00041327375,0.00009638105,0.000063521635,0.000020734013,0.00051263784,0.0000016417303],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018542572,0.0000043959517,0.0000038920866,0.000059476624,0.000045667875,0.00000589388,0.00009573725,0.9546797,0.008393677,0.0008836709,0.00014474175,0.035664584],"study_design_scores_gemma":[0.0018460562,0.00009334846,0.0028625692,0.0005625735,0.00012847375,0.0009135872,0.0002698341,0.8985354,0.03713802,0.00051675516,0.05619337,0.00094007095],"about_ca_topic_score_codex":0.00033620483,"about_ca_topic_score_gemma":0.0037306224,"teacher_disagreement_score":0.87296754,"about_ca_system_score_codex":0.0003287788,"about_ca_system_score_gemma":0.00053429377,"threshold_uncertainty_score":0.61356014},"labels":[],"label_agreement":null},{"id":"W1991358775","doi":"10.1680/grim.2005.9.2.79","title":"Reinforced lime columns: a new technique for heave control","year":2005,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Lime; Expansive clay; Expansive; Geotechnical engineering; Swelling; Volume (thermodynamics); Environmental science; Materials science; Soil science; Geology; Soil water; Composite material; Compressive strength; Metallurgy; Physics","score_opus":0.005912680459209734,"score_gpt":0.18851432251290157,"score_spread":0.18260164205369184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991358775","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.052255064,0.00025314273,0.9410614,0.00042788222,0.00052517,0.0027588913,0.00003418142,0.00049588515,0.0021884188],"genre_scores_gemma":[0.9967223,0.00003318468,0.0025859152,0.00003781315,0.00012502068,0.00024166737,0.0000035558587,0.000031404583,0.00021914022],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99876195,0.0000012189348,0.0005457035,0.00015764247,0.00026526168,0.00026824514],"domain_scores_gemma":[0.99939585,0.000030449966,0.00012999367,0.00014631425,0.00021171277,0.000085668515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002773037,0.00021081939,0.00029059747,0.0001237139,0.000056818564,0.000022779772,0.00028668513,0.00014866558,0.000007647946],"category_scores_gemma":[0.00017481286,0.00018637357,0.00016882447,0.00029342086,0.00006632042,0.00029064252,0.00003213767,0.000158804,8.427681e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026971817,0.000024014247,0.000004899377,0.0004926817,0.00006374293,1.5907053e-8,0.00012066928,0.5526115,0.4238958,0.020875847,0.0006128707,0.0012710021],"study_design_scores_gemma":[0.0021164764,0.00041513107,0.0001337606,0.00034528514,0.00010928697,0.0000046791656,0.00008322453,0.5787299,0.40336013,0.0006730031,0.013634616,0.00039450417],"about_ca_topic_score_codex":0.000034290468,"about_ca_topic_score_gemma":0.000009933007,"teacher_disagreement_score":0.94446725,"about_ca_system_score_codex":0.00023907096,"about_ca_system_score_gemma":0.000051042145,"threshold_uncertainty_score":0.76000935},"labels":[],"label_agreement":null},{"id":"W1991699670","doi":"10.1680/gein.2008.15.4.269","title":"Refinement of K-stiffness Method for geosynthetic-reinforced soil walls","year":2008,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":161,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geosynthetics; Serviceability (structure); Stiffness; Reinforcement; Structural engineering; Geotechnical engineering; Mechanically stabilized earth; Materials science; Mathematics; Engineering","score_opus":0.014449737581474808,"score_gpt":0.24042651680177052,"score_spread":0.22597677922029571,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991699670","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1090661,0.00005473139,0.8830825,0.00021780976,0.0011472948,0.00024025039,0.0001335816,0.00034452058,0.005713221],"genre_scores_gemma":[0.98608553,0.00009008585,0.0128735555,0.000019215295,0.00008821135,0.00006281535,0.00006691473,0.00003948386,0.00067421026],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989785,0.000009035563,0.00038217005,0.00015280505,0.00027724938,0.00020024265],"domain_scores_gemma":[0.9993371,0.0001374825,0.000052396917,0.00022451906,0.00019220091,0.000056306464],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019241634,0.00014959477,0.00019142014,0.00012127017,0.00004604931,0.000009230773,0.00025912785,0.0001011549,0.00012904491],"category_scores_gemma":[0.00021363169,0.00015371073,0.00011837491,0.00008919147,0.00004280939,0.000048678718,0.000037359376,0.00009615546,0.000010760768],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001451672,0.000022652122,0.000004941429,0.00005363111,0.000044100052,9.4496005e-7,0.00013261483,0.97350246,0.009428236,0.009604134,0.0002917926,0.006899975],"study_design_scores_gemma":[0.00038226275,0.000027224662,0.00021043222,0.00003670805,0.00001624773,0.000017171773,0.000018417591,0.9604897,0.017791279,0.0004503674,0.020381495,0.00017872475],"about_ca_topic_score_codex":0.000019521693,"about_ca_topic_score_gemma":0.000004884605,"teacher_disagreement_score":0.8770194,"about_ca_system_score_codex":0.00006326905,"about_ca_system_score_gemma":0.000018473458,"threshold_uncertainty_score":0.6268141},"labels":[],"label_agreement":null},{"id":"W1992165606","doi":"10.1139/t10-046","title":"Analysis of anchor foundation with root caissons loaded in nonhomogeneous soils","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Science Fund for Distinguished Young Scholars","keywords":"Caisson; Geotechnical engineering; Foundation (evidence); Engineering; Shallow foundation; Structural engineering; Finite element method; Nonlinear system; Soil water; Reinforcement; Geology; Bearing capacity; Soil science","score_opus":0.01299394188915329,"score_gpt":0.1928499911978464,"score_spread":0.17985604930869312,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992165606","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88134694,0.00016151527,0.1168773,0.00007283249,0.00012430141,0.00014985427,0.000017701897,0.00014358308,0.001105967],"genre_scores_gemma":[0.99945235,0.000022740687,0.00043085217,0.000014293639,0.000024173298,0.0000078554085,0.000012134095,0.00002497499,0.00001060878],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99888194,0.000022111275,0.000398753,0.00013996125,0.00017217244,0.00038507555],"domain_scores_gemma":[0.999193,0.000027421154,0.000052033396,0.0002280964,0.000089085646,0.00041036066],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025050863,0.00014726959,0.00031029957,0.0009498716,0.00004769555,0.000023634624,0.00020743658,0.0001867575,0.0002031201],"category_scores_gemma":[0.000077445366,0.00013901028,0.00010294313,0.0014371913,0.00005231821,0.000101598656,0.000008185728,0.0004347852,0.00000563669],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008310912,0.000017238985,0.0016662389,0.000010465452,0.00014513043,0.00006558931,0.00011500558,0.99295956,0.0003447042,0.00012888676,0.000026429196,0.0045124134],"study_design_scores_gemma":[0.0005530294,0.0001834186,0.17727193,0.00009921324,0.00043441908,0.00014951515,0.0000616405,0.81779623,0.0011873995,0.0002550691,0.0015273502,0.00048077066],"about_ca_topic_score_codex":0.008193899,"about_ca_topic_score_gemma":0.062616214,"teacher_disagreement_score":0.1756057,"about_ca_system_score_codex":0.0003287402,"about_ca_system_score_gemma":0.0001485521,"threshold_uncertainty_score":0.99841064},"labels":[],"label_agreement":null},{"id":"W1992401812","doi":"10.1139/t01-004","title":"Seismic passive earth pressure coefficients for sands","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":109,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geology; Lateral earth pressure; Acceleration","score_opus":0.007162615879012382,"score_gpt":0.1953453966922132,"score_spread":0.18818278081320083,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992401812","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03678648,0.00068393484,0.9587069,0.0008274437,0.0009276356,0.0004027551,0.000076949014,0.0005601599,0.0010277238],"genre_scores_gemma":[0.99885505,0.00011615669,0.00027601662,0.00013581083,0.00024187607,0.000023303954,0.000015522937,0.000047391684,0.0002888907],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987913,0.000012986899,0.0002827924,0.00015486602,0.00016780452,0.00059026823],"domain_scores_gemma":[0.9988929,0.00004890101,0.000027734184,0.00019780503,0.00010903092,0.0007236321],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017984312,0.00017131287,0.00019126963,0.0002024389,0.00018801307,0.000085061874,0.00025060316,0.0002615802,0.00008180446],"category_scores_gemma":[0.00016900369,0.00017114151,0.00012156855,0.0002806336,0.000037075497,0.000089350906,0.000010972461,0.0005067472,0.000020021673],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004463148,0.0000074269956,0.00003636178,0.000015261057,0.000024317642,0.000018524805,0.000013670416,0.9863267,0.00011170909,0.00013989494,0.003746012,0.009555642],"study_design_scores_gemma":[0.00027716905,0.000044233522,0.0005852703,0.000027750328,0.000021308264,0.00017415808,0.000010731353,0.6320151,0.00004641787,0.00024863,0.36638707,0.00016215451],"about_ca_topic_score_codex":0.00031890202,"about_ca_topic_score_gemma":0.00048487264,"teacher_disagreement_score":0.96206856,"about_ca_system_score_codex":0.00013328607,"about_ca_system_score_gemma":0.000120889104,"threshold_uncertainty_score":0.6978948},"labels":[],"label_agreement":null},{"id":"W1992406885","doi":"10.4271/2013-01-0625","title":"Development of Truck Tire-Soil Interaction Model using FEA and SPH","year":2013,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Truck; Finite element method; Automotive engineering; Computer science; Engineering; Structural engineering","score_opus":0.014668744535503113,"score_gpt":0.22319522900387612,"score_spread":0.208526484468373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992406885","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98898804,0.000189786,0.00011859952,0.00019882899,0.00017257195,0.0005973542,0.000011009915,0.0022569464,0.00746684],"genre_scores_gemma":[0.9821853,0.00015567419,0.017127257,0.00010207496,0.00004355781,0.00016501624,0.000021956137,0.00012325235,0.000075882235],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99715847,0.000034780933,0.0010595386,0.00061005296,0.000525314,0.0006118278],"domain_scores_gemma":[0.99866235,0.00015078795,0.00012247147,0.000671283,0.00010509359,0.00028802684],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00030046896,0.00057997194,0.0006995935,0.00021517808,0.00017967765,0.00007227122,0.00039424957,0.0006436993,0.00013902398],"category_scores_gemma":[0.0002517751,0.00054079504,0.00018113024,0.0004814036,0.00030734224,0.000527395,0.00021194611,0.0008083764,0.000033209195],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029941926,0.0000948929,0.000023421799,0.00014628316,0.000032133932,0.0000026096438,0.00006517222,0.06622755,0.9170754,0.000982859,0.00016801176,0.015151716],"study_design_scores_gemma":[0.001096251,0.0004711054,0.9796009,0.00076329854,0.00012346095,0.00012783585,0.00026928587,0.0040556565,0.0022308545,0.0021073073,0.007408641,0.0017454221],"about_ca_topic_score_codex":0.000036146695,"about_ca_topic_score_gemma":0.0060509034,"teacher_disagreement_score":0.9795775,"about_ca_system_score_codex":0.00032144188,"about_ca_system_score_gemma":0.000056677985,"threshold_uncertainty_score":0.99970436},"labels":[],"label_agreement":null},{"id":"W1992774557","doi":"10.1139/t00-033","title":"Three-dimensional finite element analyses of embedded retaining walls supported by discontinuous earth berms","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council","keywords":"Berm; Finite element method; Geotechnical engineering; Retaining wall; Geology; Excavation; Section (typography); Geometry; Structural engineering; Engineering; Mathematics","score_opus":0.012650641616326971,"score_gpt":0.22457484054797294,"score_spread":0.21192419893164596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992774557","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92011905,0.0012859261,0.07539983,0.00056504813,0.00028185346,0.00036639106,0.00024102682,0.0005014807,0.0012393751],"genre_scores_gemma":[0.99886525,0.00007769181,0.00064504053,0.000079288606,0.000072452705,0.0000072467187,0.0000730216,0.000047053545,0.00013294858],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980872,0.000026850666,0.0006977915,0.0002057773,0.00035703953,0.00062534196],"domain_scores_gemma":[0.9987552,0.00007655395,0.000066892615,0.00029247336,0.00008816863,0.00072071457],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003489774,0.00024436743,0.00037912134,0.0002299985,0.00012331894,0.00005387648,0.0002801514,0.00023956322,0.0018374928],"category_scores_gemma":[0.000113843904,0.00023195222,0.00017898626,0.00040418506,0.000075992044,0.0001246457,0.000014897325,0.000678882,0.000026488571],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007330939,0.000017939476,0.000038450045,0.000012188541,0.00007085646,0.00006062115,0.000019540454,0.9702833,0.003991037,0.000021919011,0.0029197622,0.022557024],"study_design_scores_gemma":[0.0005887012,0.00014768467,0.0014752905,0.00013042772,0.000081356826,0.00015992582,0.000016982565,0.9685558,0.0027183897,0.0003509756,0.02531078,0.00046366503],"about_ca_topic_score_codex":0.00256256,"about_ca_topic_score_gemma":0.0025434322,"teacher_disagreement_score":0.078746185,"about_ca_system_score_codex":0.0001470756,"about_ca_system_score_gemma":0.00015143992,"threshold_uncertainty_score":0.99907494},"labels":[],"label_agreement":null},{"id":"W1993654936","doi":"10.1520/jai11731","title":"A Simple Compatibility Testing Protocol for Bentonite-Based Barrier Systems","year":2004,"lang":"en","type":"article","venue":"Journal of ASTM International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Compatibility (geochemistry); Bentonite; Materials science; Simple (philosophy); Computer science; Composite material; Chemical engineering; Engineering","score_opus":0.028337750660467488,"score_gpt":0.2868491087691329,"score_spread":0.2585113581086654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1993654936","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05288508,0.0000074195113,0.9324129,0.00009899346,0.0007357914,0.013036573,0.000052665793,0.0001268101,0.0006437423],"genre_scores_gemma":[0.98961145,6.899656e-8,0.006151282,0.0000128321935,0.00024193086,0.0039487737,0.000007695838,0.000018192102,0.000007796615],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898815,0.0000097072325,0.0005303923,0.000069132824,0.00029053757,0.00011206319],"domain_scores_gemma":[0.99907535,0.00013236701,0.00013749154,0.0000830176,0.0005019526,0.00006980654],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038799737,0.00009214644,0.00015092114,0.00010573168,0.000026403039,0.00005611481,0.00016709612,0.00005000263,0.000022106768],"category_scores_gemma":[0.0005422451,0.00008041199,0.00009211717,0.000093948656,0.000012622046,0.00012207271,0.000008210422,0.00014085998,0.0000017972038],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023240003,0.0000428385,0.000945985,0.000082022336,0.000022839155,0.0000014564594,0.000019879586,0.9963715,0.0016420328,0.00026506276,0.00011279701,0.0004703274],"study_design_scores_gemma":[0.0020781497,0.0001728136,0.004767633,0.00017981578,0.00000796574,0.000019849094,0.000017140037,0.9794529,0.0015251948,0.0007565399,0.010905642,0.00011635366],"about_ca_topic_score_codex":0.000005443326,"about_ca_topic_score_gemma":0.0000018008674,"teacher_disagreement_score":0.93672633,"about_ca_system_score_codex":0.00022112373,"about_ca_system_score_gemma":0.000061677,"threshold_uncertainty_score":0.3279106},"labels":[],"label_agreement":null},{"id":"W1993927992","doi":"10.1061/41023(337)21","title":"Failure of a Pile Retaining Wall","year":2009,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Pile; Geotechnical engineering; Levee; Retaining wall; Remedial education; Geosynthetics; Cantilever; Geology; Engineering; Structural engineering","score_opus":0.004104564494337381,"score_gpt":0.17041112518977997,"score_spread":0.16630656069544258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1993927992","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7512814,0.00020344307,0.19621786,0.0003671146,0.00008036758,0.00012486955,0.0000014644014,0.0020149213,0.04970858],"genre_scores_gemma":[0.9983514,0.0000050652343,0.0015486071,0.000016628455,0.000009359479,0.0000010089466,0.0000021162637,0.000005919903,0.000059898855],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997141,0.0000019852785,0.00010051163,0.000044939967,0.000054047916,0.00008443516],"domain_scores_gemma":[0.9998518,0.000009778538,0.0000054703687,0.00009376003,0.000014486436,0.000024695744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000041266187,0.000047831083,0.00007329441,0.000028750252,0.0000066597167,0.0000036840559,0.00004477384,0.000044420452,0.00003922244],"category_scores_gemma":[0.000018448854,0.00004449848,0.000023120554,0.000106887055,0.000004193725,0.000031951153,0.000002711305,0.000055619552,0.000005601816],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[7.8284023e-7,0.000007783737,0.000032453772,0.000020460644,0.0000039662327,4.6642356e-7,0.00008236774,0.97443515,0.009247558,0.004470197,0.0005270895,0.011171701],"study_design_scores_gemma":[0.00017759521,0.000081485414,0.002806422,0.000028980243,0.000006342931,0.0000032907094,0.000035340418,0.9803476,0.009346836,0.0010584844,0.005947708,0.00015991213],"about_ca_topic_score_codex":0.000002452127,"about_ca_topic_score_gemma":0.0000018626035,"teacher_disagreement_score":0.24707001,"about_ca_system_score_codex":0.000009348685,"about_ca_system_score_gemma":0.000001965584,"threshold_uncertainty_score":0.18145953},"labels":[],"label_agreement":null},{"id":"W1995044314","doi":"10.1139/t04-054","title":"Numerical modeling of vacuum preloading and field applications","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":147,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Consolidation (business); Pore water pressure; Finite element method; Computer simulation; Dissipation; Boundary value problem; Plane stress; Engineering; Geology; Structural engineering","score_opus":0.007025898394622955,"score_gpt":0.1919908766473397,"score_spread":0.18496497825271674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995044314","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02666314,0.00055875524,0.97163105,0.00043882264,0.000080056816,0.00010885091,0.0000034262894,0.00014200399,0.0003738925],"genre_scores_gemma":[0.99800956,0.00014476874,0.001698786,0.000048127586,0.00006376017,0.0000112011585,0.0000014964518,0.000019228148,0.0000030927567],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99927944,0.0000055109654,0.00026397707,0.00009651059,0.00010202162,0.00025255024],"domain_scores_gemma":[0.9993635,0.000027863209,0.000018748437,0.00012820242,0.000044427776,0.00041727122],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000120656274,0.0000981817,0.00014380353,0.00014840426,0.000085271364,0.000026468477,0.00013129119,0.00016092739,0.0000148666795],"category_scores_gemma":[0.000058368187,0.00010189483,0.00004869473,0.00020748288,0.000020659003,0.00007176956,0.000009998635,0.00043328397,0.0000033191147],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[8.332482e-7,0.000004212781,0.000008906663,0.000021200092,0.000007964145,0.000003700275,0.000018423396,0.9942466,0.0003253822,0.001422785,0.000021251732,0.003918721],"study_design_scores_gemma":[0.00019750297,0.00004300119,0.0000772803,0.00006892799,0.000013434786,0.00015905581,0.000015802798,0.9917766,0.00036710588,0.0054716123,0.0016551,0.00015458991],"about_ca_topic_score_codex":0.0010723703,"about_ca_topic_score_gemma":0.00015918369,"teacher_disagreement_score":0.9713464,"about_ca_system_score_codex":0.00014900445,"about_ca_system_score_gemma":0.000085753825,"threshold_uncertainty_score":0.41551507},"labels":[],"label_agreement":null},{"id":"W1996641723","doi":"10.5539/mas.v4n8p12","title":"Subsidence Control of Construction on Soft Soils with “Akar Foundation”","year":2010,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Foundation (evidence); Subsoil; Soil water; Subsidence; Human settlement; Settlement (finance); Geotechnical engineering; Bearing capacity; Environmental science; Shallow foundation; Civil engineering; Geology; Engineering; Business; Structural basin; Waste management; Soil science; Geography","score_opus":0.004064787500660912,"score_gpt":0.18075531805034759,"score_spread":0.17669053054968667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1996641723","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38423175,0.0000020550442,0.61328083,0.000011061528,0.00010638727,0.00009444853,0.0000011117019,0.00016813933,0.0021042407],"genre_scores_gemma":[0.99782145,0.0000013346606,0.0021106561,0.000012232087,0.000018522227,0.00001955548,0.000001000799,0.0000111284035,0.0000040912923],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991807,0.000002038171,0.00013585952,0.00018573378,0.00031409506,0.0001815777],"domain_scores_gemma":[0.99955374,0.000042010608,0.000029448389,0.00024316063,0.00006809699,0.00006351987],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022143724,0.00009357758,0.00010687856,0.00009047621,0.00008070537,0.000033164415,0.00018078265,0.000049358852,0.000012449162],"category_scores_gemma":[0.000042003605,0.000081530045,0.000013133674,0.00033600142,0.00036726514,0.00011575757,0.000009103642,0.00017353302,0.0000127644935],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000058782084,0.000006520162,0.000058906247,0.000010318708,0.0000016155223,1.17146314e-7,0.000046985286,0.53757805,0.4410663,0.010680023,7.473702e-7,0.010544552],"study_design_scores_gemma":[0.0002340048,0.000024547368,0.0019463033,0.000009562,0.0000044087765,0.000003457674,0.000014590866,0.96562207,0.030153342,0.0018376886,0.00003888602,0.00011116083],"about_ca_topic_score_codex":0.0000051360335,"about_ca_topic_score_gemma":0.000012397003,"teacher_disagreement_score":0.61358976,"about_ca_system_score_codex":0.000025939944,"about_ca_system_score_gemma":0.000042179578,"threshold_uncertainty_score":0.33246988},"labels":[],"label_agreement":null},{"id":"W1996935640","doi":"10.1061/9780784479087.215","title":"Stability Analysis of Embankments Supported by Geosynthetic Encased Stone Columns","year":2015,"lang":"en","type":"article","venue":"IFCEE 2015","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Saskatchewan","keywords":"Geotechnical engineering; Levee; Cohesion (chemistry); Stiffness; Factor of safety; Geology; Parametric statistics; Safety factor; Soil stabilization; Engineering; Structural engineering; Soil water; Mathematics; Soil science","score_opus":0.017120103776798696,"score_gpt":0.23343602694874932,"score_spread":0.2163159231719506,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1996935640","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9796326,0.00020808639,0.018498227,0.000025430783,0.00012869934,0.00013773146,0.00014567924,0.00033327498,0.00089026685],"genre_scores_gemma":[0.99957234,0.000009348853,0.00012910474,0.000005115921,0.000007897742,0.000014003913,0.00017187597,0.000020733121,0.00006955687],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989854,0.00002856786,0.00032178534,0.00016278416,0.00028598358,0.00021548054],"domain_scores_gemma":[0.9992392,0.000040480485,0.000038925395,0.00037496528,0.0001281036,0.0001783371],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034250907,0.00013258848,0.00032251538,0.00012559578,0.000014687233,0.000011756409,0.00013505942,0.00010879404,0.0001641188],"category_scores_gemma":[0.0001476324,0.00013982535,0.00008818695,0.0007488613,0.000043098917,0.000068603236,0.000021707518,0.00010012616,0.000017107948],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016418797,0.00021829565,0.004978696,0.00008047711,0.0005930193,0.0000029124292,0.0005781547,0.9620459,0.019887244,0.00004355695,0.010361757,0.0011935593],"study_design_scores_gemma":[0.0005488975,0.000077503144,0.009989584,0.000009636298,0.0004976873,9.495186e-7,0.00014631634,0.974386,0.009348671,0.00008009206,0.004613427,0.00030124123],"about_ca_topic_score_codex":0.00021425678,"about_ca_topic_score_gemma":0.000073993266,"teacher_disagreement_score":0.01993976,"about_ca_system_score_codex":0.00011262248,"about_ca_system_score_gemma":0.000023568706,"threshold_uncertainty_score":0.57019126},"labels":[],"label_agreement":null},{"id":"W1998819497","doi":"10.1155/2014/921815","title":"Compressive Strength of Compacted Clay-Sand Mixes","year":2014,"lang":"en","type":"article","venue":"Advances in Materials Science and Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"University of Regina","keywords":"Compressive strength; Materials science; Compaction; Shearing (physics); Geotechnical engineering; Composite material; Brittleness; Geology","score_opus":0.003953009202728695,"score_gpt":0.20680045345214512,"score_spread":0.20284744424941642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1998819497","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905424,0.00047878537,0.00795704,0.000004686133,0.00036852586,0.00006453441,0.000005208601,0.00015242466,0.0004264076],"genre_scores_gemma":[0.99813455,0.0003445624,0.0014768629,0.0000027636,0.000019312618,0.0000072334033,0.000002214936,0.000011642271,8.6274974e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992387,0.0000066811185,0.00022400347,0.00013869678,0.00016538576,0.00022647915],"domain_scores_gemma":[0.9996886,0.000065245,0.00002311159,0.0001254995,0.00004150713,0.000056038036],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003157506,0.00011363475,0.00020645231,0.00015511652,0.00002693439,0.000030867846,0.0001409149,0.000039288563,0.000006006823],"category_scores_gemma":[0.0001774433,0.00010864378,0.000008990903,0.00035088256,0.00010664642,0.00038212087,0.00002948413,0.00006022465,8.298038e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000013748247,0.0000039291667,0.00007232278,0.00012448436,9.554866e-7,2.1418647e-7,0.00005110221,0.51284623,0.48475727,0.00074204133,9.559619e-7,0.0013991101],"study_design_scores_gemma":[0.00028077612,0.000039824703,0.008580788,0.00020018869,0.000004103067,0.0000033851675,0.000025023786,0.53595036,0.45340666,0.00022214497,0.0010465586,0.00024019639],"about_ca_topic_score_codex":0.000009866259,"about_ca_topic_score_gemma":0.0000018252632,"teacher_disagreement_score":0.031350635,"about_ca_system_score_codex":0.000026007428,"about_ca_system_score_gemma":0.000006380272,"threshold_uncertainty_score":0.44303647},"labels":[],"label_agreement":null},{"id":"W1999056987","doi":"10.1139/t09-013","title":"Capacity of shallow foundations on saturated cohesionless soils under combined loading","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Pore water pressure; Geology; Effective stress; Soil water; Foundation (evidence); Drainage; Homogeneous; Shallow foundation; Moment (physics); Bearing capacity; Soil science; Mathematics","score_opus":0.018370201163698235,"score_gpt":0.2145923466212097,"score_spread":0.1962221454575115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999056987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89190865,0.00014209577,0.09996726,0.003197136,0.00079617114,0.00034781842,0.000044295655,0.00072178553,0.0028747693],"genre_scores_gemma":[0.99935013,0.000036461028,0.00028115703,0.00020391906,0.00006771563,0.0000025184725,0.0000130901035,0.000023554228,0.0000214454],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987638,0.000028928116,0.00041626106,0.00014022573,0.00023110412,0.00041969016],"domain_scores_gemma":[0.99894685,0.000072241965,0.000052151954,0.00023555775,0.00012463752,0.0005685512],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025075913,0.0001829543,0.00025464452,0.0003165955,0.00015925094,0.00006216473,0.00024765288,0.00026794028,0.00008078465],"category_scores_gemma":[0.00018073851,0.00018172186,0.00011228663,0.00044130272,0.000053270043,0.00011042271,0.000006088739,0.00075891305,0.000016530841],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005862207,0.00002338646,0.000012231464,0.000009756535,0.000018163306,0.000010902396,0.000018873196,0.98548615,0.0040887943,0.0056024217,0.0005529825,0.0041704625],"study_design_scores_gemma":[0.00118775,0.0006164652,0.040893745,0.00043237009,0.00006281469,0.00018669954,0.00005223086,0.934425,0.0025917343,0.014786495,0.0039530518,0.00081165315],"about_ca_topic_score_codex":0.00047238314,"about_ca_topic_score_gemma":0.0008553985,"teacher_disagreement_score":0.10744148,"about_ca_system_score_codex":0.00046096506,"about_ca_system_score_gemma":0.00013701236,"threshold_uncertainty_score":0.7410402},"labels":[],"label_agreement":null},{"id":"W2000439921","doi":"10.1139/t07-056","title":"Influence of degree of saturation on soil nail pull-out resistance in compacted completely decomposed granite fill","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Federal Highway Administration","keywords":"Soil nailing; Geotechnical engineering; Shearing (physics); Saturation (graph theory); Direct shear test; Shear (geology); Shear strength (soil); Soil water; Geology; Materials science; Composite material; Soil science; Retaining wall; Mathematics","score_opus":0.016254080480118463,"score_gpt":0.21608191843953675,"score_spread":0.19982783795941828,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000439921","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9846796,0.00017467141,0.014114677,0.00014494671,0.000090083515,0.00013001503,0.000025304018,0.00007673337,0.0005640092],"genre_scores_gemma":[0.9994233,0.000030614123,0.0004219102,0.000046063335,0.000030439456,0.0000016292448,0.000011020215,0.000024818344,0.000010196326],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99847853,0.00003141018,0.00066507456,0.0001313283,0.00027488588,0.00041874603],"domain_scores_gemma":[0.9989697,0.00016482356,0.00011128429,0.0002233344,0.00016897984,0.00036190203],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005585349,0.00016859527,0.00031561367,0.000509957,0.000052267253,0.000016780878,0.0002654506,0.00023268741,0.000014504044],"category_scores_gemma":[0.00028436986,0.00017661418,0.000080602615,0.00052785303,0.0000821049,0.0001003996,0.000009238011,0.00070255523,0.000004189654],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003618874,0.000017025564,0.00014040756,0.000049980958,0.000010478819,0.000028946666,0.00008136165,0.98474884,0.012696456,0.00035521717,0.0002349636,0.0016001125],"study_design_scores_gemma":[0.0021671136,0.00034875874,0.7778521,0.0013707922,0.00003837605,0.00007236803,0.00008113543,0.19463016,0.011877346,0.0012834461,0.009354106,0.0009242653],"about_ca_topic_score_codex":0.0015039331,"about_ca_topic_score_gemma":0.056132898,"teacher_disagreement_score":0.7901187,"about_ca_system_score_codex":0.0003804319,"about_ca_system_score_gemma":0.00010671671,"threshold_uncertainty_score":0.9610902},"labels":[],"label_agreement":null},{"id":"W2000695250","doi":"10.1680/gein.9.0227","title":"Soil Reinforcement Loads in Geosynthetic Walls at Working Stress Conditions","year":2002,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Reinforcement; Geosynthetics; Geotechnical engineering; Mechanically stabilized earth; Stiffness; Lateral earth pressure; Structural engineering; Engineering","score_opus":0.013274056405017698,"score_gpt":0.20359034709119808,"score_spread":0.1903162906861804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000695250","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82183015,0.00054567034,0.019514335,0.0012896128,0.0046979464,0.0004952529,0.000155895,0.0014138864,0.15005727],"genre_scores_gemma":[0.998211,0.00023631616,0.00008625959,0.000023306764,0.000079253135,0.000040103285,0.00006934328,0.000032348144,0.0012220525],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988735,0.000011906645,0.0003401413,0.00018290979,0.00030496452,0.00028662806],"domain_scores_gemma":[0.9995721,0.00006423473,0.000031733307,0.00022126993,0.000040042545,0.00007064182],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000082803905,0.00016614133,0.00013443937,0.00018940926,0.00005273781,0.00004061258,0.00024206583,0.00011142419,0.0018709969],"category_scores_gemma":[0.000069313784,0.00018725006,0.000065016204,0.00014715151,0.000033617976,0.00007024932,0.000070961614,0.00019884997,0.0002924364],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000022529216,0.000040517647,0.00019816167,0.000014838211,0.00001645406,0.000008544707,0.0001879147,0.9940011,0.00054700655,0.0024646483,0.00037935073,0.0021392012],"study_design_scores_gemma":[0.00025469824,0.000011128739,0.000805586,0.000119713746,0.0000073555366,0.000011565357,0.00002509098,0.9779628,0.0009229556,0.0002562053,0.019402707,0.0002201749],"about_ca_topic_score_codex":0.000013550514,"about_ca_topic_score_gemma":0.00010750492,"teacher_disagreement_score":0.17638089,"about_ca_system_score_codex":0.00032571377,"about_ca_system_score_gemma":0.0000033814845,"threshold_uncertainty_score":0.99904144},"labels":[],"label_agreement":null},{"id":"W2000936681","doi":"10.1139/t07-035","title":"Behaviour of geocell-reinforced sand beds under strip loading","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":140,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Department of Science and Technology, Ministry of Science and Technology, India","keywords":"Subgrade; Geotechnical engineering; Reinforcement; Geology; Geosynthetics; Structural engineering; Engineering","score_opus":0.008822086017394235,"score_gpt":0.2037959415419139,"score_spread":0.19497385552451968,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000936681","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47268796,0.00048760133,0.52284664,0.00015360891,0.00068282004,0.00019165385,0.000021854392,0.0003716718,0.0025561973],"genre_scores_gemma":[0.99930924,0.000052966814,0.00033189353,0.00005152365,0.00012565403,0.0000015581023,0.000007242078,0.00004126248,0.00007868312],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984123,0.000010370868,0.00056022516,0.00012540858,0.00025728846,0.0006343682],"domain_scores_gemma":[0.99871475,0.00006555809,0.000053635507,0.00022196396,0.000102934806,0.0008411631],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063379406,0.00018510417,0.0002454294,0.00041113852,0.00010597992,0.000042387837,0.00026876954,0.0003429178,0.00013066299],"category_scores_gemma":[0.00010529554,0.00019313148,0.00012962223,0.00041342436,0.0000628079,0.00011048501,0.000016669686,0.000769139,0.000011429192],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000040502364,0.00000551413,0.00014470788,0.00002001858,0.000021233862,0.00004674581,0.000025499032,0.9906371,0.004598641,0.00077634555,0.00053955434,0.003180574],"study_design_scores_gemma":[0.0022554498,0.00040584683,0.042156957,0.0004957754,0.00019984071,0.0014240738,0.00042466613,0.90298706,0.025829874,0.0019281982,0.020025093,0.0018671484],"about_ca_topic_score_codex":0.0017287057,"about_ca_topic_score_gemma":0.00092710956,"teacher_disagreement_score":0.5266212,"about_ca_system_score_codex":0.00041454186,"about_ca_system_score_gemma":0.00013905606,"threshold_uncertainty_score":0.7875673},"labels":[],"label_agreement":null},{"id":"W2001420674","doi":"10.1016/j.geotexmem.2011.10.006","title":"Consolidation of composite foundation improved by geosynthetic-encased stone columns","year":2011,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":63,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Geosynthetics; Consolidation (business); Geotechnical engineering; Composite number; Geology; Materials science; Composite material","score_opus":0.007673343929850392,"score_gpt":0.17662322912636275,"score_spread":0.16894988519651236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001420674","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940369,0.00031809774,0.0042475,0.000017297632,0.00012300654,0.00017651742,0.000031846455,0.00023792055,0.00081088935],"genre_scores_gemma":[0.9995149,0.00023394372,0.000052499334,0.000008419227,0.000013782182,0.000015194251,0.00007411692,0.000020581563,0.0000665739],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993346,0.000013325218,0.0002502344,0.00014349003,0.00008599605,0.00017240754],"domain_scores_gemma":[0.99964136,0.000041392275,0.000043760843,0.00015422126,0.000054922097,0.0000643594],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010126767,0.00013424837,0.00018936578,0.00006662804,0.000054681554,0.000019574229,0.00006966204,0.00009788834,0.00011040439],"category_scores_gemma":[0.000020466081,0.0001391878,0.000034430646,0.00012501264,0.00007632397,0.00011763251,0.000017638355,0.00007762884,0.000007797894],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054168573,0.0001544056,0.00008768511,0.0008161441,0.000095895135,0.0000021604617,0.0016009582,0.61298734,0.31651726,0.0009462466,0.00016569502,0.06657203],"study_design_scores_gemma":[0.0005759764,0.00009973546,0.00583262,0.000054375796,0.00004679516,0.000011877551,0.00016298068,0.9809127,0.008797767,0.0003670314,0.0028167532,0.000321378],"about_ca_topic_score_codex":0.00018905838,"about_ca_topic_score_gemma":0.00001827952,"teacher_disagreement_score":0.36792538,"about_ca_system_score_codex":0.000011770642,"about_ca_system_score_gemma":0.000005826367,"threshold_uncertainty_score":0.56759137},"labels":[],"label_agreement":null},{"id":"W2002021483","doi":"10.1139/t08-014","title":"Stability of tailings dams under static and seismic loading","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":69,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"University of Crete; European Commission","keywords":"Tailings; Geotechnical engineering; Finite element method; Seismic loading; Instability; Tailings dam; Stability (learning theory); Fictitious force; Geology; Structural engineering; Engineering; Mechanics; Materials science; Computer science","score_opus":0.013758202544210106,"score_gpt":0.1986855542309271,"score_spread":0.18492735168671698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002021483","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8966511,0.00040044857,0.10212588,0.0002591709,0.00013846306,0.00009574548,0.000010460822,0.0001472517,0.0001714953],"genre_scores_gemma":[0.9991949,0.00023754539,0.00042266268,0.00006594914,0.00003686987,0.0000026884861,0.0000027536676,0.000027346017,0.00000924556],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99893254,0.000021662723,0.0003789249,0.00013142664,0.0001684761,0.0003669595],"domain_scores_gemma":[0.9990654,0.000071590905,0.000036800284,0.00018040507,0.00007355018,0.00057228236],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028357503,0.00014262977,0.00023099114,0.00016979668,0.00012631186,0.00002005953,0.00014379669,0.00016856115,0.000057987978],"category_scores_gemma":[0.00015646842,0.00014477849,0.00006109954,0.0002407328,0.0001453089,0.00011149131,0.00001574684,0.00054376095,0.0000039852716],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002698275,0.000009232982,0.00027658985,0.000058265625,0.00002090856,0.000032946682,0.00012739186,0.994487,0.0026907395,0.00023553442,0.00029953802,0.0017591664],"study_design_scores_gemma":[0.00040340063,0.00008667425,0.005898277,0.000091822425,0.000025551231,0.000837383,0.0001283352,0.98549056,0.0014644304,0.0017800443,0.0034394714,0.00035406905],"about_ca_topic_score_codex":0.0017080287,"about_ca_topic_score_gemma":0.0004621399,"teacher_disagreement_score":0.10254386,"about_ca_system_score_codex":0.0002548175,"about_ca_system_score_gemma":0.00015935478,"threshold_uncertainty_score":0.59038955},"labels":[],"label_agreement":null},{"id":"W2002047516","doi":"10.1139/t07-083","title":"Design of geosynthetic reinforcements for platforms subjected to localized sinkholes","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geosynthetics; Sinkhole; Reinforcement; Geotechnical engineering; Displacement (psychology); Deformation (meteorology); Finite element method; Structural engineering; Enhanced Data Rates for GSM Evolution; Stress (linguistics); Engineering; Geology; Materials science; Composite material","score_opus":0.01959163352995214,"score_gpt":0.20232956521911463,"score_spread":0.1827379316891625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002047516","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.063375264,0.00009175347,0.9355808,0.00008360278,0.00019000896,0.000406014,0.00001840305,0.00018219325,0.00007198231],"genre_scores_gemma":[0.99524933,0.000070738985,0.00441805,0.00007496426,0.000054051405,0.00003091669,0.000009037389,0.00004485616,0.000048083653],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998709,0.000008815568,0.0004725706,0.00012714886,0.00017645235,0.0005060039],"domain_scores_gemma":[0.99883544,0.000084414336,0.00004042466,0.00021152492,0.000139327,0.0006888629],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002812781,0.00017227008,0.000271751,0.00033736214,0.00014600244,0.000018460158,0.00027112634,0.00021309846,0.000050581937],"category_scores_gemma":[0.0003247892,0.00016532365,0.00010024082,0.00034888886,0.000053275144,0.00008293609,0.0000125991855,0.00028912295,0.000012091952],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019198025,0.0000063048756,0.00000540081,0.000021252228,0.00002130024,0.000010686309,0.000047957383,0.99416244,0.0023442921,0.00012972526,0.0011557061,0.002075749],"study_design_scores_gemma":[0.0008270637,0.00030269395,0.0003596099,0.00012563971,0.000027980306,0.00032102515,0.00002079684,0.9772433,0.0034834824,0.0007362111,0.016151076,0.00040110998],"about_ca_topic_score_codex":0.00045477724,"about_ca_topic_score_gemma":0.00015389336,"teacher_disagreement_score":0.93187404,"about_ca_system_score_codex":0.00027859127,"about_ca_system_score_gemma":0.00019726051,"threshold_uncertainty_score":0.6741703},"labels":[],"label_agreement":null},{"id":"W2002950696","doi":"10.1520/gtj11049j","title":"Elastic Modulus of Geogrid-Reinforced Sand Using Plate Load Tests","year":2000,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ivanhoe Energy (Canada)","funders":"","keywords":"Geogrid; Geotechnical engineering; Materials science; Modulus; Composite material; Elastic modulus; Bearing capacity; Settlement (finance); Young's modulus; Geosynthetics; Deformation (meteorology); Reinforcement; Geology","score_opus":0.019071768232639418,"score_gpt":0.2238796326556191,"score_spread":0.20480786442297969,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002950696","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85571617,0.00032461132,0.14110819,0.000021512324,0.00031760105,0.00013345793,0.0000046972796,0.00086840184,0.0015053616],"genre_scores_gemma":[0.99095607,0.00005483727,0.0086976,0.0000123373275,0.00015578327,0.0000029648336,0.0000017098647,0.000051134244,0.00006754306],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99817187,0.000022859424,0.0007147657,0.00017275146,0.00042957708,0.00048816943],"domain_scores_gemma":[0.9990382,0.00022787272,0.00009059789,0.00025674197,0.00016637017,0.00022021848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049039593,0.00024198476,0.0003450144,0.00011417414,0.00013510704,0.000055829958,0.00026223253,0.00023059707,0.00016810306],"category_scores_gemma":[0.0009945217,0.0002321344,0.00011887529,0.0005731754,0.00009811558,0.00016313372,0.000033939625,0.0007683054,0.000019651226],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009800273,0.000012403347,0.000036100533,0.00004685873,0.000017858067,0.000016710235,0.000016590042,0.9635999,0.017605118,0.000018119268,0.00005089101,0.018569618],"study_design_scores_gemma":[0.00042242935,0.00011810663,0.0010469267,0.00029764944,0.000037372018,0.0005725277,0.0000028398204,0.995606,0.0008463739,0.0003524657,0.00043072246,0.00026656946],"about_ca_topic_score_codex":0.00002029102,"about_ca_topic_score_gemma":4.0978694e-7,"teacher_disagreement_score":0.13523991,"about_ca_system_score_codex":0.00016491867,"about_ca_system_score_gemma":0.000069684356,"threshold_uncertainty_score":0.94661665},"labels":[],"label_agreement":null},{"id":"W2003499144","doi":"10.1007/s10706-015-9855-y","title":"Soil-Structure Interaction of Steel Fiber Reinforced Concrete Slab Strips on a Geogrid Reinforced Subgrade","year":2015,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University; University of New Brunswick","funders":"","keywords":"Geogrid; Slab; Subgrade; Cracking; Stiffness; Structural engineering; Materials science; STRIPS; Geotechnical engineering; Reinforcement; Composite material; Geology; Engineering","score_opus":0.012413815151562715,"score_gpt":0.1998286553780799,"score_spread":0.18741484022651717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003499144","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9853148,0.0002047278,0.011727587,0.00012739332,0.00030202,0.0002983939,0.000024886447,0.0013418786,0.0006583225],"genre_scores_gemma":[0.9989525,0.00006372257,0.00057255616,0.00003808288,0.00009432358,0.000024988747,0.000045704946,0.00003731497,0.00017077962],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983387,0.000023459663,0.0005582049,0.00031295663,0.00031308166,0.00045357912],"domain_scores_gemma":[0.99900514,0.00021410223,0.000062761814,0.0003318023,0.00008167349,0.0003045159],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00022782137,0.0003623028,0.0004851068,0.00015727233,0.000043188444,0.000029452747,0.00020229559,0.0005113481,0.000066214976],"category_scores_gemma":[0.0006223063,0.00030916813,0.00010763884,0.00035248668,0.00008380552,0.00014599902,0.000105414176,0.0008773716,0.000015703648],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050959625,0.0000018833834,0.000004021162,0.00008967436,0.00002505807,0.0000065585814,0.00003347532,0.9833524,0.013316438,0.0021945348,0.0001343492,0.0007905988],"study_design_scores_gemma":[0.0006993849,0.0004334124,0.00040042202,0.00010109189,0.000024993104,0.000041127645,0.000024009385,0.98277915,0.008554677,0.00008340398,0.0064455234,0.0004127861],"about_ca_topic_score_codex":0.000022431619,"about_ca_topic_score_gemma":7.4286334e-7,"teacher_disagreement_score":0.013637736,"about_ca_system_score_codex":0.00007228506,"about_ca_system_score_gemma":0.000013461404,"threshold_uncertainty_score":0.99993604},"labels":[],"label_agreement":null},{"id":"W2003854306","doi":"10.1139/t05-040","title":"Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":342,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geosynthetics; Geotechnical engineering; Reinforcement; Structural engineering; Foundation (evidence); Boundary value problem; Constitutive equation; Stress (linguistics); Nonlinear system; Geotextile; Finite element method; Geology; Materials science; Engineering; Mathematics","score_opus":0.015843733405979527,"score_gpt":0.21535846796136995,"score_spread":0.19951473455539043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003854306","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16877545,0.00018834099,0.8304554,0.00026149343,0.000044524193,0.00015017738,0.000055382436,0.00004218963,0.000027038288],"genre_scores_gemma":[0.9977034,0.00005548733,0.0021156748,0.00002823374,0.000022366,0.000019498393,0.000025457992,0.000014893986,0.000015013902],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911135,0.000008206355,0.00041644153,0.00009345139,0.00014659259,0.0002239337],"domain_scores_gemma":[0.9994112,0.00010432899,0.00006811154,0.00014888159,0.00006559589,0.0002018396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021821368,0.00010578004,0.00020740856,0.00024284532,0.000117801945,0.00002064874,0.00015073553,0.00011506133,0.000019475518],"category_scores_gemma":[0.00004780911,0.000090586625,0.00010484758,0.00033589266,0.000058991813,0.000052343377,0.00001159713,0.00019606146,4.163181e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000024821097,0.0000065119057,0.000007681061,0.000011648596,0.00018907258,1.7231721e-7,0.0001639669,0.9891348,0.000823751,0.00084511156,0.000021389296,0.00879342],"study_design_scores_gemma":[0.00014058953,0.000008094409,0.001705951,0.000032139447,0.00016813577,0.0000046490536,0.000101729056,0.99653566,0.0006503765,0.00003598141,0.0005163362,0.00010035906],"about_ca_topic_score_codex":0.00020711336,"about_ca_topic_score_gemma":0.0014564567,"teacher_disagreement_score":0.82892793,"about_ca_system_score_codex":0.0002059636,"about_ca_system_score_gemma":0.00011432538,"threshold_uncertainty_score":0.3694015},"labels":[],"label_agreement":null},{"id":"W2004534394","doi":"10.1680/grim.2007.11.3.163","title":"Settlement of circular foundations on stone-column-reinforced grounds","year":2007,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Settlement (finance); Humanities; Geology; Mathematics; Archaeology; Geotechnical engineering; Geography; Philosophy; Computer science","score_opus":0.008358001379709558,"score_gpt":0.208787838421137,"score_spread":0.20042983704142744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2004534394","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.897846,0.000075872194,0.0925472,0.00006473223,0.00084995286,0.0007594887,0.000029346587,0.00021490523,0.007612528],"genre_scores_gemma":[0.99942774,0.00002897034,0.000348153,0.000016546193,0.000042879452,0.00002941375,0.000011138257,0.000026383615,0.000068756126],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982328,0.0000018510677,0.00075631833,0.00016735996,0.0005590439,0.00028263242],"domain_scores_gemma":[0.9991994,0.000037547983,0.00020564972,0.00020712876,0.0002783972,0.00007190674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005600584,0.00022012807,0.00028548666,0.00023979277,0.00007012103,0.000016917404,0.00031212473,0.00012082783,0.000016398384],"category_scores_gemma":[0.00013829401,0.00019808917,0.00016696705,0.0005671296,0.00013653359,0.00023862299,0.000054921944,0.00019150825,0.0000012059685],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002293091,0.00008522772,0.000067977075,0.0009354851,0.00012234884,1.077822e-7,0.00034721923,0.64467293,0.27498,0.077234864,0.000106708525,0.0014241918],"study_design_scores_gemma":[0.0030049742,0.0012536152,0.0131413145,0.0010099548,0.00028368246,0.000007584752,0.0012121772,0.23879011,0.7317107,0.0015671423,0.0070176376,0.0010011249],"about_ca_topic_score_codex":0.000044433855,"about_ca_topic_score_gemma":0.0000101757805,"teacher_disagreement_score":0.4567307,"about_ca_system_score_codex":0.00030646208,"about_ca_system_score_gemma":0.000032724998,"threshold_uncertainty_score":0.8077842},"labels":[],"label_agreement":null},{"id":"W2004765786","doi":"10.1061/(asce)gm.1943-5622.0000394","title":"Numerical Analysis of an Instrumented Steel-Reinforced Soil Wall","year":2014,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":83,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Universitat Politècnica de Catalunya","keywords":"Finite element method; Structural engineering; Geotechnical engineering; Hardening (computing); Constitutive equation; Numerical analysis; Geology; Boundary value problem; Engineering; Mathematics; Materials science; Composite material","score_opus":0.005291556402120341,"score_gpt":0.2113525939921135,"score_spread":0.20606103758999317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2004765786","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58019686,0.000014548714,0.41901103,0.000047085094,0.00051916944,0.000021674483,0.00000564847,0.000050172985,0.00013380943],"genre_scores_gemma":[0.9991152,0.000035375273,0.0007016931,0.000031319214,0.00007130127,8.7141404e-7,0.000018142568,0.000014881095,0.000011176557],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988208,0.000019298346,0.0005240172,0.00006887557,0.00045538752,0.00011164185],"domain_scores_gemma":[0.9992179,0.00004803619,0.00016019789,0.0001277524,0.0003558443,0.0000902653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029432226,0.00010084114,0.00026538296,0.00046663798,0.000010685433,0.000022539942,0.00034952207,0.0000793808,0.00005228591],"category_scores_gemma":[0.00012746557,0.00009570475,0.00017387525,0.00037097768,0.000007425351,0.0001748535,0.00001889603,0.00016169994,0.0000024094863],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015404703,0.00002180835,0.000019270848,0.000007781416,0.00054919656,0.000001794231,0.00006345191,0.98484427,0.004926709,0.002814031,0.0000064713913,0.006729812],"study_design_scores_gemma":[0.00034059017,0.00012399521,0.00041047833,0.000021003223,0.00013012023,0.000012371498,0.00001456255,0.9947349,0.002834097,0.00032442427,0.0009644777,0.000089004614],"about_ca_topic_score_codex":0.000015768095,"about_ca_topic_score_gemma":0.000005280597,"teacher_disagreement_score":0.41891837,"about_ca_system_score_codex":0.00007806094,"about_ca_system_score_gemma":0.00001302928,"threshold_uncertainty_score":0.39027265},"labels":[],"label_agreement":null},{"id":"W2004840371","doi":"10.1179/1939787913y.0000000039","title":"Numerical study of the influence of foundation compressibility and reinforcement stiffness on the behavior of reinforced soil walls","year":2014,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Reinforcement; Stiffness; Compressibility; Foundation (evidence); Structural engineering; Geotechnical engineering; Ultimate tensile strength; Materials science; Engineering; Composite material; Law","score_opus":0.008709198551007073,"score_gpt":0.22920749942630977,"score_spread":0.2204983008753027,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2004840371","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97461504,0.000010014858,0.024837878,0.000051030696,0.0002184181,0.00021764505,0.000001682852,0.000027345168,0.000020947256],"genre_scores_gemma":[0.99986726,0.000009934997,0.000056607405,0.000006350476,0.000029902212,0.000013147336,7.446927e-7,0.000013286424,0.0000027539204],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99833614,0.000030062884,0.0008390821,0.000085118096,0.0006087197,0.000100894336],"domain_scores_gemma":[0.998755,0.00033206504,0.0002774422,0.0002602209,0.0003331305,0.000042149593],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005179035,0.00012792525,0.00027044455,0.00010644217,0.000018587116,0.000012009379,0.00048665123,0.00007416464,0.0000061748256],"category_scores_gemma":[0.00077530765,0.00008444936,0.00009366186,0.00017280778,0.000060046717,0.0000997686,0.000081159,0.00032260816,2.091366e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026775462,0.00006187614,0.00012129472,0.00004389926,0.000049914168,4.525606e-7,0.00009037279,0.97886896,0.018254288,0.0011254087,0.000001821351,0.0013549194],"study_design_scores_gemma":[0.00055809726,0.00026268212,0.06992256,0.00026704854,0.000039386206,0.00001020978,0.000029108998,0.9206268,0.008088307,0.000042767362,0.00005775743,0.00009523283],"about_ca_topic_score_codex":0.000033195098,"about_ca_topic_score_gemma":7.757109e-7,"teacher_disagreement_score":0.06980126,"about_ca_system_score_codex":0.000057835332,"about_ca_system_score_gemma":0.000014596976,"threshold_uncertainty_score":0.3443745},"labels":[],"label_agreement":null},{"id":"W2004848130","doi":"10.1016/j.geotexmem.2005.01.002","title":"Reinforcement loads in geosynthetic walls and the case for a new working stress design method","year":2005,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":158,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"","keywords":"Reinforcement; Stiffness; Structural engineering; Mechanically stabilized earth; Stress (linguistics); Geotechnical engineering; Geosynthetics; Engineering; Limit state design; Retaining wall; Geotextile","score_opus":0.01339949254900024,"score_gpt":0.2232782178241696,"score_spread":0.20987872527516935,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2004848130","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27259824,0.011707664,0.7092843,0.0026645784,0.0003352596,0.002284722,0.00001418919,0.00056939677,0.00054163946],"genre_scores_gemma":[0.99813944,0.0006371559,0.0008408613,0.000032323456,0.00008868294,0.00006470954,0.0000034098323,0.00002166558,0.00017174495],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999271,0.000026371063,0.00022710566,0.00016149782,0.00006176604,0.00025229302],"domain_scores_gemma":[0.9993335,0.0004206473,0.000020574316,0.0001412932,0.000012189328,0.00007176994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036249537,0.00015380583,0.0002054725,0.00006959366,0.00007472429,0.00006513418,0.000065534114,0.00008349392,0.000012960771],"category_scores_gemma":[0.000054905217,0.0001144116,0.000035994573,0.00010895809,0.00003573622,0.00006651545,0.000028018616,0.00010489108,0.0000014396137],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021578975,0.0000037840043,5.6249974e-7,0.00008669824,0.000010547537,0.000007914703,0.00052955333,0.86263347,0.000041245014,0.00079417374,0.000021874619,0.1358486],"study_design_scores_gemma":[0.0010798565,0.000019710695,0.000034683697,0.00006975833,0.00002274202,0.00011121226,0.00013785013,0.99172634,0.000049250106,0.00063599064,0.0059619807,0.00015059843],"about_ca_topic_score_codex":0.00016403591,"about_ca_topic_score_gemma":0.00017422502,"teacher_disagreement_score":0.7255412,"about_ca_system_score_codex":0.000018094544,"about_ca_system_score_gemma":0.0000074446157,"threshold_uncertainty_score":0.466557},"labels":[],"label_agreement":null},{"id":"W2005280087","doi":"10.1680/gein.2007.14.4.228","title":"Static and seismic numerical modeling of geosynthetic-reinforced soil segmental bridge abutments","year":2007,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Abutment; Geogrid; Geotechnical engineering; Geosynthetics; Structural engineering; Earthquake shaking table; Geology; Bridge (graph theory); Seismic loading; Engineering; Mechanically stabilized earth; Reinforcement; Retaining wall","score_opus":0.00956758132082075,"score_gpt":0.2230251562120072,"score_spread":0.21345757489118644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2005280087","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52093714,0.000029662722,0.47713268,0.00004108004,0.00029813222,0.000065926644,0.000028465083,0.00012301448,0.0013438794],"genre_scores_gemma":[0.99884015,0.000060316877,0.00091633067,0.000025029762,0.00003908251,0.0000045750153,0.000035035595,0.000029067527,0.0000504001],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989459,0.0000064609085,0.00037698148,0.00014483217,0.00029800885,0.00022780828],"domain_scores_gemma":[0.9996153,0.000058735186,0.000037370573,0.0001369225,0.00006602822,0.00008565013],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002239642,0.00014640263,0.00015268738,0.00012602536,0.000030214493,0.000020388814,0.00014577359,0.00008109493,0.000046512356],"category_scores_gemma":[0.00006589234,0.00015719446,0.000050768173,0.00008181548,0.000039719485,0.000075769174,0.00005125161,0.00013593926,0.000009960927],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009840534,0.00001826836,0.000044283024,0.000030867326,0.000032400345,0.000002169784,0.00016217529,0.992733,0.0016713425,0.00094016,0.000013945201,0.004341529],"study_design_scores_gemma":[0.00025387044,0.00002364581,0.00035475238,0.00004271673,0.000013680771,0.000017563847,0.000052008167,0.99627477,0.0022374575,0.00028143259,0.00029873836,0.00014936033],"about_ca_topic_score_codex":0.000040540683,"about_ca_topic_score_gemma":0.000003738067,"teacher_disagreement_score":0.477903,"about_ca_system_score_codex":0.00008190728,"about_ca_system_score_gemma":0.00000867778,"threshold_uncertainty_score":0.6410204},"labels":[],"label_agreement":null},{"id":"W2005550458","doi":"10.1680/geng.2002.155.3.205","title":"Recently in <i>Canadian Geotechnical Journal</i>","year":2002,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Publication; Section (typography); Library science; Operations research; Political science; History; Engineering; Computer science; Law; Business; Advertising","score_opus":0.007341160722515894,"score_gpt":0.17278246063169772,"score_spread":0.16544129990918183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2005550458","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88467115,0.0066371234,0.07294345,0.0023688572,0.005024959,0.0025480287,0.000077600074,0.0037354152,0.021993432],"genre_scores_gemma":[0.99868405,0.0005525224,0.0005679887,0.00001564316,0.00007102138,0.000026061776,0.0000012797664,0.00006200339,0.000019423973],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9975589,0.000005360833,0.0009824912,0.00024040852,0.00050243037,0.0007104083],"domain_scores_gemma":[0.99904776,0.000061460836,0.000120050194,0.00026077696,0.00019024996,0.00031971934],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006473262,0.00035518123,0.0005098866,0.00068784936,0.00006608937,0.00003419561,0.00078033935,0.00045113507,0.000044963686],"category_scores_gemma":[0.00096779974,0.00032615004,0.00025528035,0.0016472943,0.00013390667,0.0003748685,0.000081413,0.0011503354,0.0000053376402],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000030865322,0.000039468585,0.00007962207,0.00025796695,0.000023950872,0.0000018673861,0.0000579031,0.9825257,0.00866161,0.0073689423,0.0004422628,0.00053758535],"study_design_scores_gemma":[0.00046840613,0.000051230138,0.0010764718,0.00059057545,0.00003081289,0.00008314581,0.000018379465,0.9742503,0.00574447,0.00018318313,0.017113576,0.00038943917],"about_ca_topic_score_codex":0.00031251166,"about_ca_topic_score_gemma":0.0001805451,"teacher_disagreement_score":0.11401292,"about_ca_system_score_codex":0.00046109484,"about_ca_system_score_gemma":0.000042716023,"threshold_uncertainty_score":0.99991906},"labels":[],"label_agreement":null},{"id":"W2005855831","doi":"10.1139/cgj-2014-0351","title":"Determination of passive earth pressure coefficients using limit equilibrium approach coupled with the Kötter equation","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Thrust; Tangent; Mechanics; Limit (mathematics); Moment (physics); Geotechnical engineering; Mathematics; Geology; Structural engineering; Mathematical analysis; Engineering; Geometry; Physics; Classical mechanics; Thermodynamics","score_opus":0.02302121164401823,"score_gpt":0.20516775618477628,"score_spread":0.18214654454075804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2005855831","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11167952,0.0001604859,0.88727164,0.00021713717,0.00014274742,0.00023198267,0.00000958126,0.00009194512,0.0001949532],"genre_scores_gemma":[0.99796027,0.0000032446762,0.0018341272,0.000038914895,0.00008678241,0.000007484043,0.0000096851445,0.000031807318,0.00002769377],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988986,0.000041371186,0.00026628474,0.00012269955,0.0003504392,0.00032060477],"domain_scores_gemma":[0.9990298,0.00004330909,0.000076059616,0.00021374217,0.00025291034,0.00038419073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036084387,0.00014458742,0.00017339153,0.00015525593,0.000076282944,0.00006593623,0.00022969976,0.00017270204,0.000009936859],"category_scores_gemma":[0.00014726761,0.000105682455,0.000050518644,0.00034500632,0.00007947404,0.00014459125,0.000017306073,0.00043807988,0.000002230816],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000068409577,0.000009868511,0.000013166869,0.000019046842,0.000015795273,0.000005123588,0.00009457516,0.9977172,0.0004053498,0.000054310498,0.00012677185,0.0015319596],"study_design_scores_gemma":[0.00031663975,0.000074721385,0.0002719302,0.000038704922,0.00005142497,0.000105356296,0.00006967075,0.9968861,0.00012889759,0.00004137195,0.0018772983,0.00013792886],"about_ca_topic_score_codex":0.00052410323,"about_ca_topic_score_gemma":0.00022131269,"teacher_disagreement_score":0.8862808,"about_ca_system_score_codex":0.00015601597,"about_ca_system_score_gemma":0.00021898713,"threshold_uncertainty_score":0.43096054},"labels":[],"label_agreement":null},{"id":"W2006352086","doi":"10.1061/(asce)gm.1943-5622.0000410","title":"Three-Dimensional Analysis of Geogrid-Reinforced Soil Using a Finite-Discrete Element Framework","year":2014,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Geogrid; Finite element method; Geotechnical engineering; Void (composites); Discrete element method; Structural engineering; Numerical analysis; Geology; Engineering; Materials science; Mathematics; Mechanics; Reinforcement; Physics; Mathematical analysis; Composite material","score_opus":0.009120485114891153,"score_gpt":0.23458118329503777,"score_spread":0.2254606981801466,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006352086","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17281257,0.00007630729,0.8261898,0.000051409923,0.0007595378,0.000031770036,0.000016451733,0.000034683217,0.000027446262],"genre_scores_gemma":[0.99322736,0.000043426742,0.0064821453,0.00004492523,0.00015988352,0.0000011484481,0.000017073286,0.000020267049,0.000003745114],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983708,0.000013947966,0.00069272646,0.000093114795,0.00066828495,0.00016110274],"domain_scores_gemma":[0.998811,0.00020426838,0.0002537959,0.00015427658,0.00049230526,0.0000843653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004641191,0.0001408388,0.00032962806,0.00058574794,0.000022705824,0.000027340728,0.00032926726,0.00011981967,0.00011210461],"category_scores_gemma":[0.00034692037,0.00013367119,0.0002831701,0.00044759215,0.00001246762,0.0001168501,0.000054434677,0.0002554367,0.0000024357219],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002232067,0.000012581883,0.000045056328,0.000011952022,0.00090052886,0.000003269917,0.00003317478,0.9908324,0.0023134633,0.0039978884,0.0000141982655,0.0018131874],"study_design_scores_gemma":[0.00025489854,0.00007721609,0.00013013642,0.000095202275,0.00026716362,0.000009303667,0.000008895198,0.99528784,0.00095096196,0.0023830866,0.00040998368,0.00012533751],"about_ca_topic_score_codex":0.000026280633,"about_ca_topic_score_gemma":0.000014515405,"teacher_disagreement_score":0.82041484,"about_ca_system_score_codex":0.00011009882,"about_ca_system_score_gemma":0.00002772593,"threshold_uncertainty_score":0.54509526},"labels":[],"label_agreement":null},{"id":"W2006561440","doi":"10.1680/gein.14.00013","title":"Performance of two geosynthetic reinforced walls with recycled construction waste backfill and constructed on collapsible ground","year":2014,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":78,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geogrid; Geotextile; Geosynthetics; Geotechnical engineering; Foundation (evidence); Formwork; Mechanically stabilized earth; Retaining wall; Reinforcement; Engineering; Materials science; Structural engineering","score_opus":0.004033915314130939,"score_gpt":0.179290473409913,"score_spread":0.17525655809578206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006561440","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97671944,0.000008450421,0.0129974,0.00004990615,0.0003973557,0.00008990024,0.000018566176,0.00015730108,0.00956168],"genre_scores_gemma":[0.9979289,0.000078609104,0.0017870505,0.0000118282,0.00004450058,0.000009646981,0.000022162378,0.000025811098,0.00009150006],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913687,0.000016346243,0.0002682303,0.00016228309,0.00025687396,0.00015941454],"domain_scores_gemma":[0.9994759,0.00008289704,0.00006453167,0.00018882303,0.00012888813,0.000058954865],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013032208,0.00015602418,0.00017626044,0.00013972934,0.000042124266,0.000026764787,0.00012189479,0.00007568406,0.00005466482],"category_scores_gemma":[0.000062254985,0.00014464781,0.000027451562,0.000122008074,0.00012343073,0.00008157513,0.000024016368,0.00012014462,0.0000053504596],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000073171715,0.000014181275,0.00037754577,0.00007664509,0.000053884374,5.846106e-7,0.00006284095,0.9408288,0.0045397417,0.03237228,0.000019380199,0.021580927],"study_design_scores_gemma":[0.0007101553,0.00015683807,0.000517802,0.00016235687,0.000018810708,0.00004594154,0.000045410772,0.9881894,0.008991297,0.0003145374,0.00065963523,0.0001877875],"about_ca_topic_score_codex":0.0000149591915,"about_ca_topic_score_gemma":0.0000064622586,"teacher_disagreement_score":0.04736061,"about_ca_system_score_codex":0.000048752947,"about_ca_system_score_gemma":0.000010822555,"threshold_uncertainty_score":0.5898567},"labels":[],"label_agreement":null},{"id":"W2007349126","doi":"10.1139/t99-091","title":"Active earth pressure in cohesive soils with an inclined ground surface","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Lateral earth pressure; Degree Rankine; Cohesion (chemistry); Overburden; Overburden pressure; Retaining wall; Geology; Curvilinear coordinates; Friction angle; Engineering; Geometry; Mathematics","score_opus":0.00597765190358944,"score_gpt":0.18843311913827396,"score_spread":0.18245546723468453,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007349126","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99430984,0.00021507013,0.003288384,0.00028359093,0.00009304059,0.00024424947,0.00003409972,0.00031221047,0.0012195203],"genre_scores_gemma":[0.999052,0.00009777484,0.00044576856,0.000076948534,0.00009003592,0.0000069273865,0.0000129352775,0.00005041525,0.00016721268],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99863935,0.000049684266,0.00030352935,0.00020668775,0.00021763828,0.0005830901],"domain_scores_gemma":[0.9988287,0.000045815857,0.00002491271,0.00025089708,0.00006494335,0.0007847385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022925394,0.0002157784,0.0002555403,0.0001624829,0.00011361201,0.00009056875,0.00026842722,0.00028665754,0.0004534512],"category_scores_gemma":[0.000043331635,0.00020157475,0.000048449216,0.00042516587,0.000063116146,0.00032244116,0.000007230243,0.001031584,0.000024780556],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029214003,0.000016950435,0.000042275184,0.000010440488,0.000021319664,0.000109209315,0.00008325569,0.9876151,0.00011341306,0.000056997076,0.000074475785,0.011827316],"study_design_scores_gemma":[0.0011079771,0.00038036646,0.02994984,0.00015390535,0.000042351654,0.00044467056,0.00009573832,0.9302982,0.00020616164,0.000485637,0.03616835,0.0006668123],"about_ca_topic_score_codex":0.0055473726,"about_ca_topic_score_gemma":0.019764487,"teacher_disagreement_score":0.057316944,"about_ca_system_score_codex":0.00021555922,"about_ca_system_score_gemma":0.0002095409,"threshold_uncertainty_score":0.9981223},"labels":[],"label_agreement":null},{"id":"W2007500762","doi":"10.1139/t01-082","title":"Influence of fines content and initial shear stress on dynamic properties of hydraulic reclaimed soil","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Science Council","keywords":"Land reclamation; Geotechnical engineering; Shear stress; Shear modulus; Triaxial shear test; Shear (geology); Direct shear test; Water content; Environmental science; Geology; Materials science; Composite material","score_opus":0.019970363525698986,"score_gpt":0.19050541836962864,"score_spread":0.17053505484392967,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007500762","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981938,0.00075564394,0.00047393533,0.00023976766,0.00006216155,0.00009585182,0.000018888835,0.000062073406,0.00009789805],"genre_scores_gemma":[0.9995619,0.00030253152,0.000035205536,0.000035476296,0.000023154322,0.0000049669507,0.0000012491832,0.000020796488,0.000014724271],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990584,0.000020772293,0.00038770324,0.00010403569,0.0001717888,0.000257285],"domain_scores_gemma":[0.9993648,0.000031535677,0.000049538416,0.00015696803,0.00009497339,0.000302176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000119139775,0.00013385229,0.00023708756,0.00020822314,0.00005164448,0.00001701525,0.00015265054,0.00016291709,0.000022156833],"category_scores_gemma":[0.00023418128,0.000119430144,0.00005275969,0.00016689072,0.00012452745,0.000079684396,0.000013261029,0.00040464426,0.0000026740195],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005469961,0.0000146393,0.0000408686,0.00008343478,0.000016558295,0.000010807828,0.00006900836,0.9887099,0.006735709,0.000060203456,0.00003515043,0.0042182463],"study_design_scores_gemma":[0.0005389746,0.0002837474,0.009565177,0.00083770405,0.000028579598,0.00012114092,0.000039210914,0.97762907,0.009965107,0.000112562506,0.00056929083,0.00030944438],"about_ca_topic_score_codex":0.0018005617,"about_ca_topic_score_gemma":0.0010881114,"teacher_disagreement_score":0.011080843,"about_ca_system_score_codex":0.00010001548,"about_ca_system_score_gemma":0.000036135527,"threshold_uncertainty_score":0.48702198},"labels":[],"label_agreement":null},{"id":"W2007848122","doi":"10.1021/es035029s","title":"Retention of Three Heavy Metals (Zn, Pb, and Cd) in a Calcareous Soil Controlled by the Modification of Flow with Geotextiles","year":2004,"lang":"en","type":"article","venue":"Environmental Science & Technology","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Bundesinstitut für Sportwissenschaft","keywords":"Calcareous; Infiltration (HVAC); Geotextile; Cadmium; Hydric soil; Leaching (pedology); Saturation (graph theory); Earthworm; Environmental science; Stormwater; Water retention; Zinc; Soil water; Environmental engineering; Geotechnical engineering; Soil science; Surface runoff; Geology; Materials science; Metallurgy; Composite material","score_opus":0.004893044675721236,"score_gpt":0.17378281170080564,"score_spread":0.1688897670250844,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007848122","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9709002,0.00046517764,0.028131163,0.00013952123,0.000016670512,0.00023838713,0.0000059408767,0.00006320041,0.000039774506],"genre_scores_gemma":[0.99951524,0.000076074786,0.00035399888,0.0000020662762,0.0000014632182,0.000038499336,0.000002684821,0.000007031165,0.0000029244209],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931127,0.0000058185315,0.0002008119,0.0001565376,0.00017291054,0.00015266822],"domain_scores_gemma":[0.99971896,0.000015232302,0.00004526442,0.00019412892,0.000005517229,0.000020866484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022005467,0.0000855605,0.00017380128,0.00015448015,0.000042015934,0.0000051239294,0.00016427238,0.000082408886,0.0000031124455],"category_scores_gemma":[0.000030770578,0.000060970753,0.000018416027,0.00043107758,0.00078749284,0.00008012831,0.000035593777,0.00010380352,7.690526e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010391208,0.000029612871,0.00016956186,0.000007452719,0.0000045757,3.274779e-7,0.00006362518,0.6939108,0.3015256,0.0003907325,3.6254602e-7,0.003886969],"study_design_scores_gemma":[0.0029848965,0.0004104791,0.017894896,0.00006785555,0.00003803509,0.000030127705,0.0006397486,0.63548064,0.3392241,0.0029338987,0.000037639704,0.00025770187],"about_ca_topic_score_codex":0.00004599178,"about_ca_topic_score_gemma":0.00003614075,"teacher_disagreement_score":0.058430176,"about_ca_system_score_codex":0.00009548623,"about_ca_system_score_gemma":0.000008225807,"threshold_uncertainty_score":0.29015502},"labels":[],"label_agreement":null},{"id":"W2008087287","doi":"10.3141/1808-08","title":"Temperature Monitoring and Compressibility Measurement of a Tire Shred Embankment: Winnipeg, Manitoba, Canada","year":2002,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Manitoba","funders":"University of Manitoba","keywords":"Subgrade; Scrap; Compressibility; Levee; Geotechnical engineering; Environmental science; Expanded polystyrene; Penetrometer; Materials science; Engineering; Soil water; Composite material; Mechanical engineering","score_opus":0.07208858890556559,"score_gpt":0.28367115734912357,"score_spread":0.211582568443558,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2008087287","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970364,0.0013380761,0.00018600246,0.00042846706,0.00039922944,0.00047312136,0.000036517144,0.00003448611,0.00006771859],"genre_scores_gemma":[0.99853957,0.0010401183,0.00022414874,0.000003054939,0.00008077661,0.00002614855,0.000003487083,0.000035403056,0.00004727597],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9950279,0.00028808945,0.0009506072,0.00021891051,0.0030275057,0.00048698453],"domain_scores_gemma":[0.99705267,0.00025404093,0.00013175786,0.00032688258,0.0019807287,0.00025389387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017350533,0.00018942519,0.0003503295,0.0003071241,0.00023360414,0.000050598668,0.00045095396,0.00014136959,0.000060837134],"category_scores_gemma":[0.00012494109,0.00015247226,0.00012651723,0.0009499045,0.00019778027,0.00024300594,0.000004511686,0.0013949936,9.287875e-7],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00071970513,0.00061924517,0.43296647,0.00483936,0.00073859433,0.00017492352,0.005636944,0.36421824,0.12392634,0.00055409374,0.011476652,0.05412946],"study_design_scores_gemma":[0.00096052425,0.0001938252,0.98000926,0.00066307397,0.00003773695,4.893931e-7,0.001040006,0.007570983,0.006992614,0.00016084066,0.0021786944,0.00019195038],"about_ca_topic_score_codex":0.098667845,"about_ca_topic_score_gemma":0.42327562,"teacher_disagreement_score":0.5470428,"about_ca_system_score_codex":0.00040935443,"about_ca_system_score_gemma":0.00017357354,"threshold_uncertainty_score":0.9073342},"labels":[],"label_agreement":null},{"id":"W2009422318","doi":"10.1139/t02-001","title":"Liquefied strength ratio from liquefaction flow failure case histories","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":262,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"University of Illinois at Urbana-Champaign; Ministère de l'Enseignement supérieur, de la Recherche et de l'Innovation","keywords":"Liquefaction; Geotechnical engineering; Penetration test; Penetration (warfare); Soil liquefaction; Shear strength (soil); Flow resistance; Flow (mathematics); Materials science; Geology; Engineering; Mechanics; Soil water; Soil science; Physics","score_opus":0.008888206126364024,"score_gpt":0.1723916748537693,"score_spread":0.1635034687274053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009422318","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44735926,0.0053319116,0.52238595,0.008982375,0.006108358,0.0009202904,0.0004888435,0.004984455,0.0034385114],"genre_scores_gemma":[0.99802995,0.00014035116,0.0011438747,0.00008903391,0.00039624423,0.0000116942065,0.000021345308,0.000051558247,0.00011598012],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99874586,0.00003406162,0.00038301118,0.00018897577,0.00018733379,0.00046078375],"domain_scores_gemma":[0.9987202,0.00006487804,0.00003892337,0.00027696337,0.000087574466,0.00081144],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001306489,0.00022889237,0.00022472508,0.00022337145,0.0002452874,0.0001315215,0.00017945978,0.00039960325,0.00097648386],"category_scores_gemma":[0.00019780235,0.00024151879,0.00011120879,0.0002703718,0.000043956046,0.00023387205,0.000011225791,0.0010572933,0.000058539714],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000020597058,0.000013839349,0.000008407849,0.000011172857,0.000035401095,0.0012042427,0.00018349437,0.96353585,0.00028758773,0.00020084275,0.01727366,0.017243443],"study_design_scores_gemma":[0.00025278938,0.000047236976,0.00006938213,0.000030983596,0.000027825932,0.002026206,0.00006415061,0.8630284,0.00016365394,0.00023044468,0.13372064,0.00033829405],"about_ca_topic_score_codex":0.004704805,"about_ca_topic_score_gemma":0.018605761,"teacher_disagreement_score":0.5506706,"about_ca_system_score_codex":0.0008897083,"about_ca_system_score_gemma":0.000065924476,"threshold_uncertainty_score":0.99993676},"labels":[],"label_agreement":null},{"id":"W2009493620","doi":"10.1139/t00-052","title":"Strength behaviour of lime-treated soils in the presence of sulphate","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":72,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lime; Cohesion (chemistry); Geotechnical engineering; Soil water; Cementation (geology); Expansive clay; Soil stabilization; Materials science; Geology; Cement; Metallurgy; Soil science; Chemistry","score_opus":0.007130447140473365,"score_gpt":0.1954440030759879,"score_spread":0.18831355593551452,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009493620","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984163,0.0003211922,0.0003260739,0.00014975802,0.000050742667,0.00011813143,0.00002442624,0.00005080246,0.0005425735],"genre_scores_gemma":[0.99961454,0.00023188724,0.000060282528,0.000015414618,0.000025585832,0.0000051302586,0.000004388978,0.000016227563,0.000026571708],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99891514,0.000044118773,0.000432898,0.00008942617,0.0002008224,0.00031760216],"domain_scores_gemma":[0.9993991,0.000079630576,0.000035433775,0.00023812475,0.000046279307,0.00020142127],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003773492,0.00011705835,0.00019848334,0.00018190309,0.000035390538,0.000018413604,0.0003758741,0.00016094974,0.00019047617],"category_scores_gemma":[0.00009422271,0.0000945025,0.000078303696,0.0004665489,0.000069214715,0.00007483541,0.0000060284096,0.00051791157,0.000004151536],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004629361,0.000027450445,0.0006482876,0.000019063296,0.000009663268,0.000035484238,0.000103738574,0.98535186,0.000325511,0.00013529639,0.0002726656,0.013066364],"study_design_scores_gemma":[0.0013851112,0.00040085486,0.24095708,0.00061192556,0.00010163993,0.00047294033,0.00026916977,0.74234504,0.0030886973,0.0011314191,0.008491713,0.00074440805],"about_ca_topic_score_codex":0.0061543044,"about_ca_topic_score_gemma":0.0038250468,"teacher_disagreement_score":0.24300681,"about_ca_system_score_codex":0.00008631243,"about_ca_system_score_gemma":0.00008265604,"threshold_uncertainty_score":0.93035084},"labels":[],"label_agreement":null},{"id":"W2009785436","doi":"10.1139/t10-004","title":"Upper-bound approach for analysis of cantilever retaining walls","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Cantilever; Embedment; Lateral earth pressure; Retaining wall; Limit analysis; Geotechnical engineering; Structural engineering; Limit (mathematics); Limit state design; Bearing capacity; Limiting; Engineering; Finite element method; Mechanics; Mathematics; Physics; Mechanical engineering","score_opus":0.012055951245867695,"score_gpt":0.21300457291657068,"score_spread":0.200948621670703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009785436","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43289402,0.00017824948,0.56362367,0.00018116541,0.00054168265,0.00030354134,0.000121719386,0.0002744526,0.0018815134],"genre_scores_gemma":[0.99493086,0.000019164188,0.0047857887,0.000033535096,0.00010563491,0.000012406223,0.000035077006,0.000034789977,0.00004272101],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987889,0.0000111834825,0.00041533101,0.0001584954,0.00017205357,0.00045406452],"domain_scores_gemma":[0.9989098,0.00007381893,0.000051266714,0.00027977236,0.00013951055,0.0005458564],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000504634,0.00015491656,0.00034988375,0.00063038064,0.00011406737,0.000055475542,0.00028885296,0.00031876235,0.00011986995],"category_scores_gemma":[0.0002923732,0.00015406658,0.00028551006,0.0007132095,0.00006491777,0.00006620158,0.000011442328,0.0007571944,0.0000013853896],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002649443,0.000008889114,0.00019697098,0.000024759853,0.00023688546,0.0000031935558,0.0000346595,0.9922519,0.0024774713,0.0006732772,0.0005491378,0.0035402258],"study_design_scores_gemma":[0.00016769663,0.000026498134,0.0038660045,0.000010103336,0.00029162742,0.000033260927,0.000022153536,0.98297024,0.00021563799,0.00019408493,0.011996788,0.00020592236],"about_ca_topic_score_codex":0.0011502993,"about_ca_topic_score_gemma":0.0035166752,"teacher_disagreement_score":0.5620369,"about_ca_system_score_codex":0.00013196279,"about_ca_system_score_gemma":0.00015079947,"threshold_uncertainty_score":0.62826526},"labels":[],"label_agreement":null},{"id":"W2009840219","doi":"10.1061/(asce)gt.1943-5606.0001300","title":"Reinforcement Load and Compression of Reinforced Soil Mass under Surcharge Loading","year":2015,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Glaucoma Research Society of Canada","keywords":"Serviceability (structure); Reinforcement; Geotechnical engineering; Structural engineering; Compression (physics); Reinforced solid; Reinforced concrete; Materials science; Engineering; Composite material","score_opus":0.008963797235602209,"score_gpt":0.1826538426430385,"score_spread":0.1736900454074363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009840219","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9461368,0.0013949615,0.051965516,0.000050795963,0.00016764014,0.000096118834,0.0000027866724,0.00008283332,0.00010258801],"genre_scores_gemma":[0.9989385,0.00058359164,0.0003618209,0.000009335617,0.000043948483,0.0000024124388,0.0000023000937,0.00002621493,0.000031847758],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998738,0.000008515652,0.00055659487,0.000108121014,0.00036949728,0.00021926788],"domain_scores_gemma":[0.99943995,0.000051807743,0.00009734828,0.00012556346,0.000028986558,0.00025634884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037674973,0.00019004979,0.00033513014,0.000106144435,0.00002302059,0.000016369007,0.000103559156,0.00014379778,0.000009651233],"category_scores_gemma":[0.000061680104,0.0001710865,0.0000659393,0.0000989302,0.000058633723,0.00019225538,0.00007515027,0.00032211986,0.000001241462],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018964962,0.000008294361,0.000011066446,0.00008842848,0.000028096136,0.00000470886,0.000053467655,0.9727407,0.026130574,0.00021750724,0.000026875223,0.00067129894],"study_design_scores_gemma":[0.000916714,0.00022722977,0.0009835493,0.00018883328,0.000034011267,0.00010177635,0.000084000385,0.98704475,0.0090260105,0.00008821386,0.001085342,0.00021955046],"about_ca_topic_score_codex":0.0000074832997,"about_ca_topic_score_gemma":1.8080907e-7,"teacher_disagreement_score":0.052801766,"about_ca_system_score_codex":0.00014101138,"about_ca_system_score_gemma":0.000011177767,"threshold_uncertainty_score":0.6976705},"labels":[],"label_agreement":null},{"id":"W2010128756","doi":"10.1139/cgj-2014-0367","title":"Active earth pressure due to soil mass partially subjected to water seepage","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Lateral earth pressure; Wedge (geometry); Phreatic; Geology; Numerical analysis; Water table; Boundary element method; Retaining wall; Limit analysis; Permeability (electromagnetism); Finite element method; Groundwater; Engineering; Structural engineering; Mathematics; Geometry","score_opus":0.009389128742920451,"score_gpt":0.1888878074786513,"score_spread":0.17949867873573086,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010128756","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47710428,0.00022772896,0.5065937,0.006909082,0.002251505,0.0010985436,0.00015009227,0.001809847,0.0038552003],"genre_scores_gemma":[0.9981252,0.0000047443527,0.00074979325,0.00038390822,0.00029658136,0.000029327422,0.000012555986,0.00006775634,0.0003301311],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99816555,0.000044664423,0.00034762017,0.00023464803,0.00033252893,0.0008749796],"domain_scores_gemma":[0.99639934,0.000022847129,0.00001598172,0.00031624234,0.00020946653,0.003036117],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038935058,0.00024384438,0.00028871794,0.00033234386,0.00011249907,0.00013557503,0.000368238,0.00029592606,0.00014705217],"category_scores_gemma":[0.00031763746,0.00021425245,0.000086520246,0.00039826092,0.000022464174,0.00014464339,0.000039343206,0.0007562943,0.00029980502],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016259302,0.00000651837,0.0000066952293,0.000009000105,0.000032331576,0.0001536377,0.00020681234,0.98532945,0.0063982797,0.00004406724,0.005156979,0.002639988],"study_design_scores_gemma":[0.00090003293,0.0004397579,0.0029172676,0.00013218971,0.000086384476,0.0005724649,0.00013256667,0.24942908,0.026821297,0.00082790834,0.7165257,0.0012153821],"about_ca_topic_score_codex":0.0021018046,"about_ca_topic_score_gemma":0.0093938075,"teacher_disagreement_score":0.73590034,"about_ca_system_score_codex":0.00031891116,"about_ca_system_score_gemma":0.00022919763,"threshold_uncertainty_score":0.87369615},"labels":[],"label_agreement":null},{"id":"W2010534926","doi":"10.1007/s10064-006-0070-1","title":"Geotechnical characterization of expansive soils and their implications in ground movements in Dakar","year":2006,"lang":"en","type":"article","venue":"Bulletin of Engineering Geology and the Environment","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Expansive clay; Geotechnical engineering; Geology; Soil water; Nature Conservation; Foundation (evidence); Volcano; Instability; Shear (geology); Expansive; Soil science; Geochemistry; Petrology; Compressive strength; Geography; Archaeology; Materials science","score_opus":0.002871369377664333,"score_gpt":0.14798565584767936,"score_spread":0.14511428647001504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010534926","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98476654,0.0003049928,0.014371766,0.0002648612,0.000022769742,0.00017928841,0.000004639446,0.000026894199,0.00005822193],"genre_scores_gemma":[0.9994474,0.00034984085,0.00010233375,0.0000075121784,0.0000075263615,0.00004320955,0.000013620141,0.000011357478,0.000017184435],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9994225,0.000017114366,0.00028965995,0.0001121708,0.000035066256,0.00012347412],"domain_scores_gemma":[0.999717,0.00009873551,0.000031840187,0.00013287753,0.0000039604474,0.000015590424],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001893769,0.000106729014,0.00019940845,0.00007653419,0.000010327259,0.000002252457,0.000060482766,0.00009640623,0.000009606032],"category_scores_gemma":[0.000019644876,0.00008928304,0.000019382298,0.000057732286,0.00010378203,0.000012771397,0.00004037414,0.00011704013,7.017579e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009872715,0.000039806888,0.0013488116,0.00006356038,0.000010358601,3.4475164e-7,0.00011887671,0.96467966,0.026091833,0.0071708616,0.0000018051097,0.00046422041],"study_design_scores_gemma":[0.0013907918,0.000038304588,0.83971703,0.000055998687,0.0000064378833,0.0000048680295,0.000032965298,0.1534494,0.0022800157,0.001306864,0.0015408224,0.00017651655],"about_ca_topic_score_codex":0.00007723468,"about_ca_topic_score_gemma":0.0000033019862,"teacher_disagreement_score":0.8383682,"about_ca_system_score_codex":0.000020098209,"about_ca_system_score_gemma":0.0000014404706,"threshold_uncertainty_score":0.36408567},"labels":[],"label_agreement":null},{"id":"W2010755974","doi":"10.3923/jas.2010.1588.1595","title":"Full Height Frame Integral Bridges Abutment-Backfill Interaction in Loose Granule Backfill","year":2010,"lang":"en","type":"article","venue":"Journal of Applied Sciences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Abutment; Structural engineering; Geotechnical engineering; Deck; Finite element method; Engineering; Geology","score_opus":0.007822587590933083,"score_gpt":0.2227950834375833,"score_spread":0.21497249584665024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010755974","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98899096,0.00007817044,0.005760316,0.00012141423,0.001097807,0.00007257329,0.0000016645325,0.000063661835,0.003813443],"genre_scores_gemma":[0.99761593,0.0000529663,0.0021790206,0.000021693966,0.00010717323,0.0000036310291,0.0000011074753,0.000010720365,0.0000077378545],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989634,0.000007785539,0.00039916232,0.000120976474,0.00028815956,0.00022047768],"domain_scores_gemma":[0.9995969,0.00007310318,0.00009140605,0.00009837494,0.000049771505,0.00009044723],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056940975,0.00012747232,0.00019823803,0.000256303,0.00004989405,0.000077230485,0.00027309245,0.00010245222,0.00006306118],"category_scores_gemma":[0.000058252055,0.00009997721,0.00006338887,0.0003947604,0.000101169666,0.00027610105,0.000018467228,0.0006227337,0.000015753332],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003832772,0.00007410812,0.00017598979,0.000029203784,0.000011232496,0.0000064006417,0.00045007354,0.867129,0.114718705,0.0026121133,0.00034326533,0.014411564],"study_design_scores_gemma":[0.0018356856,0.000787092,0.01610822,0.00025336034,0.000042346794,0.00024446868,0.0018422874,0.8937985,0.053310968,0.011004302,0.01981487,0.0009579535],"about_ca_topic_score_codex":0.000009068299,"about_ca_topic_score_gemma":0.000087497785,"teacher_disagreement_score":0.06140774,"about_ca_system_score_codex":0.000056263158,"about_ca_system_score_gemma":0.000025932712,"threshold_uncertainty_score":0.40769523},"labels":[],"label_agreement":null},{"id":"W2012098218","doi":"10.1061/(asce)mt.1943-5533.0000977","title":"Thermal Conductivity of Bentonite Grout Containing Graphite or Chopped Carbon Fibers","year":2013,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Graphite; Bentonite; Composite material; Thermal conductivity; Grout; Composite number; Volume fraction; Mass fraction; Carbon fibers; Chemical engineering","score_opus":0.009192572991793201,"score_gpt":0.19506594350030987,"score_spread":0.18587337050851666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2012098218","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99711704,0.00019541489,0.0014135829,0.000015731339,0.000904791,0.00014077566,0.000004205419,0.00009517442,0.00011325316],"genre_scores_gemma":[0.99930006,0.00007908557,0.00043207957,0.0000035194475,0.00011601486,0.000012120482,0.0000016674328,0.000050632567,0.000004790508],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99855477,0.000029782614,0.0008012649,0.00009929983,0.00022474387,0.00029013443],"domain_scores_gemma":[0.99939245,0.000119483106,0.00015536888,0.00015883478,0.00008602658,0.00008783548],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005167434,0.00021123285,0.0005248217,0.0003545638,0.000011061853,0.00003281932,0.0001797749,0.0001425699,0.000098148936],"category_scores_gemma":[0.00017749058,0.00018335451,0.000076438846,0.00028599097,0.00002209142,0.0002836411,0.000027956356,0.0002495071,0.0000011550594],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016153865,0.000012093114,0.00015895089,0.00015849681,0.000028358802,0.000006347225,0.00017616151,0.55868274,0.4405592,0.000015240793,0.000002934748,0.00018331363],"study_design_scores_gemma":[0.0034646424,0.00063776696,0.049024176,0.001995803,0.00010287614,0.00013398015,0.00039386118,0.39109644,0.55162203,0.00014956133,0.00024090719,0.0011379847],"about_ca_topic_score_codex":0.00006982298,"about_ca_topic_score_gemma":0.000015631744,"teacher_disagreement_score":0.16758631,"about_ca_system_score_codex":0.00009124138,"about_ca_system_score_gemma":0.000018518786,"threshold_uncertainty_score":0.747698},"labels":[],"label_agreement":null},{"id":"W2012907256","doi":"10.1139/t05-051","title":"Bearing capacity factor<i>N</i><sub>γ</sub>for ring footings using the method of characteristics","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":91,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bearing capacity; Geotechnical engineering; Mathematics; Structural engineering; Plasticity; Friction angle; Ring (chemistry); Geometry; Geology; Materials science; Engineering; Composite material","score_opus":0.021688493629749755,"score_gpt":0.2271484352705624,"score_spread":0.20545994164081263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2012907256","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.42607608,0.00007061106,0.57315594,0.00015672314,0.00022055216,0.00014882875,0.00003608012,0.00010673175,0.000028446992],"genre_scores_gemma":[0.9887081,0.000036638685,0.010757869,0.000062669766,0.0003690131,0.000007177235,0.0000029939745,0.000053456064,0.000002087322],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985288,0.00003221804,0.0005434135,0.00014967115,0.00020034953,0.0005455711],"domain_scores_gemma":[0.9989421,0.0001637562,0.00010172457,0.00023784072,0.0001415825,0.00041301033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006276889,0.00020027922,0.0002941344,0.0001841763,0.00023981955,0.00007348528,0.0003190379,0.00024059534,0.000009187306],"category_scores_gemma":[0.00040377927,0.00017699625,0.00017328018,0.000251903,0.00005905892,0.00013071208,0.000025138586,0.0007907414,0.0000018255517],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000025743407,0.000006148987,0.00004409493,0.00004502604,0.000031271826,0.0000021557294,0.00009213844,0.88460916,0.07689548,0.0002524601,0.000042534582,0.037976965],"study_design_scores_gemma":[0.00019790888,0.000027193084,0.00161996,0.00009691401,0.000041919473,0.00018744163,0.000019683961,0.96551114,0.026044354,0.00017092492,0.005829173,0.00025338805],"about_ca_topic_score_codex":0.0004987963,"about_ca_topic_score_gemma":0.00065124844,"teacher_disagreement_score":0.562632,"about_ca_system_score_codex":0.0004733346,"about_ca_system_score_gemma":0.00012006384,"threshold_uncertainty_score":0.7217698},"labels":[],"label_agreement":null},{"id":"W2013583750","doi":"10.1061/(asce)gt.1943-5606.0000092","title":"Numerical Study of Reinforced Soil Segmental Walls Using Three Different Constitutive Soil Models","year":2009,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":214,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de la Défense Nationale","keywords":"Constitutive equation; Geotechnical engineering; Hardening (computing); Boundary value problem; Structural engineering; Plane stress; Geogrid; Reinforcement; Mohr–Coulomb theory; Geology; Finite element method; Engineering; Materials science; Mathematics","score_opus":0.009611379732053336,"score_gpt":0.18904774465933238,"score_spread":0.17943636492727905,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2013583750","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93579483,0.00029492204,0.063439265,0.000015640899,0.00012685679,0.00019550783,0.0000042547895,0.00009350251,0.000035194695],"genre_scores_gemma":[0.99961233,0.000099188685,0.00018909667,0.000008631253,0.000055446224,0.0000029224977,0.0000020008451,0.000027127682,0.0000032636983],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983029,0.0000128135425,0.00079186895,0.00017328419,0.0004114833,0.0003076506],"domain_scores_gemma":[0.9994101,0.00005180421,0.00013110758,0.00018366589,0.000019865436,0.0002034788],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00016701536,0.00030788427,0.0005608253,0.0001604696,0.00004872759,0.000021248694,0.00018221074,0.00016080053,0.000010494403],"category_scores_gemma":[0.000025202022,0.00027143935,0.00014143765,0.00015282255,0.0000573054,0.00026605022,0.00005765961,0.0004979961,6.3047725e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029687011,0.00017391656,0.000020571024,0.000036253008,0.00006789065,0.000018925984,0.00009970424,0.9824251,0.015648847,0.00012430204,0.000002557942,0.001352249],"study_design_scores_gemma":[0.0010411065,0.00080632477,0.0036274055,0.00010977009,0.000079093326,0.00012956432,0.00009734169,0.99029016,0.0034199292,0.00011950441,0.000009418499,0.00027037185],"about_ca_topic_score_codex":0.000014940727,"about_ca_topic_score_gemma":7.347193e-7,"teacher_disagreement_score":0.063817464,"about_ca_system_score_codex":0.00016764124,"about_ca_system_score_gemma":0.000007979374,"threshold_uncertainty_score":0.9999738},"labels":[],"label_agreement":null},{"id":"W2013737272","doi":"10.1139/t03-086","title":"Behaviour of tire shred sand mixtures","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":409,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Dilatant; Shear strength (soil); Direct shear test; Shear (geology); Overburden pressure; Materials science; Triaxial shear test; Shear stress; Composite material; Engineering; Environmental science; Soil water","score_opus":0.0061435442973364505,"score_gpt":0.18855146584779078,"score_spread":0.18240792155045432,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2013737272","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91185606,0.0022831564,0.07963809,0.001376777,0.0011980868,0.0003446572,0.000077388824,0.00078413886,0.0024416533],"genre_scores_gemma":[0.99934775,0.0000784594,0.00038927587,0.000040663774,0.00008926395,0.0000033707643,0.000005429314,0.000030812465,0.000015005359],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99903333,0.000008999193,0.0003236721,0.00010015574,0.00017515868,0.00035866836],"domain_scores_gemma":[0.99915123,0.000015212141,0.000030298936,0.00018361416,0.00006616998,0.0005534675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000159334,0.0001375131,0.00019199452,0.0002085116,0.00007468767,0.000030974457,0.000226446,0.00023829452,0.00007211983],"category_scores_gemma":[0.00009492799,0.00013603445,0.00010436932,0.00024535295,0.000054485005,0.000072835435,0.00001030621,0.0005403631,0.000010299492],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000019017348,0.000010919496,0.000059400478,0.000017576469,0.000014846311,0.000050819213,0.000033112985,0.9908162,0.0017604686,0.00044475147,0.00060645456,0.006183554],"study_design_scores_gemma":[0.013519154,0.0020343347,0.13273953,0.0029786453,0.000750373,0.008664231,0.0004758101,0.6093325,0.06403127,0.04393224,0.11440984,0.007132045],"about_ca_topic_score_codex":0.0022388902,"about_ca_topic_score_gemma":0.0010818185,"teacher_disagreement_score":0.38148367,"about_ca_system_score_codex":0.0002924371,"about_ca_system_score_gemma":0.00017319186,"threshold_uncertainty_score":0.5547324},"labels":[],"label_agreement":null},{"id":"W2014158719","doi":"10.1139/t06-081","title":"Performance of clay samples reinforced with vertical granular columns","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":86,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Materials science; Geology; Composite material","score_opus":0.006978663661161769,"score_gpt":0.18079031651688576,"score_spread":0.173811652855724,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014158719","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86076176,0.00009146833,0.13765459,0.00008296038,0.00014649403,0.00011854061,0.000006137102,0.00018841401,0.00094960793],"genre_scores_gemma":[0.9989405,0.0000548208,0.00083364197,0.000039588278,0.00007162867,0.0000023996374,0.0000052521214,0.000032339358,0.000019816713],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986786,0.000008420208,0.00040738325,0.00010642186,0.00025727414,0.00054188544],"domain_scores_gemma":[0.9989053,0.000058654306,0.000023685263,0.00021113093,0.00010826603,0.0006929633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045299352,0.00014945783,0.0002183533,0.00022935361,0.00009929399,0.000025825482,0.00022141493,0.00021709241,0.00005978526],"category_scores_gemma":[0.00010325743,0.00013528178,0.000067244735,0.00037636005,0.000104755665,0.00010371233,0.000009788197,0.00058705185,0.0000072223183],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021854776,0.0000042350152,0.00044098223,0.000037335463,0.000017002172,0.00003841429,0.000022272327,0.993437,0.002315546,0.00043254177,0.00020095863,0.0030318915],"study_design_scores_gemma":[0.00082607457,0.00053210754,0.03487586,0.0002465278,0.00005629117,0.0007012542,0.000042514544,0.9401956,0.007660205,0.00006709011,0.014236247,0.00056020776],"about_ca_topic_score_codex":0.00081764534,"about_ca_topic_score_gemma":0.0011310634,"teacher_disagreement_score":0.13817872,"about_ca_system_score_codex":0.0002458289,"about_ca_system_score_gemma":0.00014224986,"threshold_uncertainty_score":0.5516631},"labels":[],"label_agreement":null},{"id":"W2014399859","doi":"10.1061/(asce)gt.1943-5606.0001013","title":"Design and Performance of 6.3-m-High, Block-Faced Geogrid Wall Designed Using K-Stiffness Method","year":2013,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":106,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Ministère de la Défense Nationale; Washington State Department of Transportation; U.S. Department of Transportation","keywords":"Geogrid; Stiffness; Geotechnical engineering; Strain gauge; Reinforcement; Structural engineering; Mechanically stabilized earth; Extensometer; High-density polyethylene; Geosynthetics; Materials science; Inclinometer; Instrumentation (computer programming); Engineering; Geology; Composite material; Polyethylene; Computer science","score_opus":0.006418618835596892,"score_gpt":0.18137975691849761,"score_spread":0.17496113808290073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014399859","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8430987,0.0005339445,0.15602937,0.000026830912,0.00007491646,0.00016897866,0.0000012459221,0.00006396505,0.000002064177],"genre_scores_gemma":[0.977378,0.00048154412,0.022047432,0.000007949581,0.000032590135,0.000007250862,9.0727764e-7,0.000039921917,0.0000043948007],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99874675,0.000023347844,0.0005706466,0.00014976664,0.00023482995,0.00027467136],"domain_scores_gemma":[0.99941176,0.00013766375,0.00010492001,0.00013744071,0.000027271059,0.00018092759],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035321282,0.00024327825,0.00042796423,0.00015277496,0.000041146253,0.000026334257,0.000133014,0.00017606528,0.000020520685],"category_scores_gemma":[0.0000373204,0.00021961487,0.00006382776,0.00014415536,0.000059191374,0.00027829004,0.000068878355,0.00034525388,0.0000014488933],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015411451,0.000022939008,0.00001808278,0.00012953859,0.00003863656,0.000002858748,0.000024242025,0.929908,0.06399424,0.00001198731,0.0000042274955,0.0058298437],"study_design_scores_gemma":[0.0004710529,0.00023192602,0.014484065,0.00012243738,0.00005531643,0.00023066238,0.000011891334,0.97318035,0.010889702,0.00003483335,0.000053479776,0.00023425318],"about_ca_topic_score_codex":0.0000194962,"about_ca_topic_score_gemma":6.077907e-8,"teacher_disagreement_score":0.13427933,"about_ca_system_score_codex":0.00006508092,"about_ca_system_score_gemma":0.0000064255096,"threshold_uncertainty_score":0.8955635},"labels":[],"label_agreement":null},{"id":"W2014714548","doi":"10.1061/41095(365)32","title":"Performance of Reinforced Collapsible Soil","year":2010,"lang":"en","type":"article","venue":"GeoFlorida 2010","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Geotextile; Geotechnical engineering; Geogrid; Homogeneous; Reinforcement; Settlement (finance); Soil water; Geosynthetics; Layer (electronics); Geology; Mechanically stabilized earth; Materials science; Engineering; Structural engineering; Retaining wall; Soil science; Composite material; Mathematics; Computer science","score_opus":0.0043997472271219565,"score_gpt":0.17040668892541722,"score_spread":0.16600694169829525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014714548","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9908981,0.000016310963,0.00084679184,0.000018571203,0.0018239066,0.00006951939,0.0000039865618,0.0003534911,0.0059693763],"genre_scores_gemma":[0.9986883,0.000036630023,0.0003327342,0.0000056967688,0.000100828605,0.000011999549,0.000008303289,0.000021721778,0.0007937825],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994102,0.0000019056927,0.00018575901,0.000083078536,0.00012089694,0.00019814055],"domain_scores_gemma":[0.9995607,0.000029007986,0.000019526646,0.00027681567,0.000053172105,0.000060790026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011959482,0.00009908362,0.00012725666,0.00006595526,0.000029929068,0.000008696669,0.00012991382,0.00012897706,0.00011069345],"category_scores_gemma":[0.00006276623,0.00009893365,0.000036897454,0.00020835325,0.000030755007,0.00008853966,0.000019870571,0.00024742394,0.00005618599],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004701217,0.0000038584585,0.0002945301,0.00010544915,0.0000076233637,3.255284e-7,0.00004506535,0.87226826,0.123780936,0.0005847741,0.0010832282,0.0018212729],"study_design_scores_gemma":[0.0002123309,0.000040068175,0.004021249,0.000014621191,0.000007073146,0.0000037580246,0.0000060067437,0.90924793,0.07543318,0.000018686076,0.010825473,0.00016962705],"about_ca_topic_score_codex":0.000019347452,"about_ca_topic_score_gemma":0.00001316473,"teacher_disagreement_score":0.04834776,"about_ca_system_score_codex":0.000009069809,"about_ca_system_score_gemma":0.000013645202,"threshold_uncertainty_score":0.40343973},"labels":[],"label_agreement":null},{"id":"W2014835255","doi":"10.1139/t06-124","title":"Numerical modelling of soft soil stabilized by vertical drains, combining surcharge and vacuum preloading for a storage yard","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Consolidation (business); Finite element method; Pore water pressure; Levee; Plane stress; Engineering; Lateral earth pressure; Structural engineering","score_opus":0.011992764109859121,"score_gpt":0.20115920822977448,"score_spread":0.18916644411991537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014835255","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19977474,0.0005989515,0.7988911,0.00013197672,0.00017682875,0.00018957019,0.000026881773,0.00015982502,0.000050118146],"genre_scores_gemma":[0.9979682,0.000057797108,0.0017521979,0.000044890694,0.000075704644,0.000010267104,0.0000136176295,0.000066839566,0.000010510984],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99804384,0.000027022432,0.0006536816,0.00022683037,0.00025044262,0.0007981876],"domain_scores_gemma":[0.9983017,0.00034667735,0.00004443619,0.00018474292,0.000118311844,0.0010041309],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0011388907,0.0002347966,0.00041221784,0.00023704566,0.00017605354,0.00005709925,0.00021132531,0.00034748032,0.000020347648],"category_scores_gemma":[0.0003217107,0.00024841758,0.00013403679,0.0002646082,0.00008858272,0.00012969051,0.000019948186,0.0007369715,0.0000014373009],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030480964,0.000021557988,0.00004664844,0.0000867955,0.000036424008,0.000012258501,0.000105592015,0.9935282,0.0029126746,0.00046145383,0.00045510812,0.0023028401],"study_design_scores_gemma":[0.00071638776,0.000119833145,0.00009120496,0.00008917323,0.00003073112,0.00006744836,0.00004476937,0.9932887,0.00091646175,0.00059461663,0.003752027,0.00028865712],"about_ca_topic_score_codex":0.00059231394,"about_ca_topic_score_gemma":0.00017223718,"teacher_disagreement_score":0.79819345,"about_ca_system_score_codex":0.0003391934,"about_ca_system_score_gemma":0.0001311321,"threshold_uncertainty_score":0.9999968},"labels":[],"label_agreement":null},{"id":"W2015009111","doi":"10.1139/t09-063","title":"Some aspects of the mechanics of arching in backfilled stopes","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":83,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Stoping; Permeability (electromagnetism); Engineering; Geology; Mining engineering","score_opus":0.006008706462413554,"score_gpt":0.18261723398321242,"score_spread":0.17660852752079886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015009111","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9287471,0.0030867942,0.058502708,0.0036970624,0.0013901892,0.00073024776,0.00004258533,0.00031224822,0.0034910734],"genre_scores_gemma":[0.999636,0.00009831629,0.00014609486,0.000053213334,0.000047501468,9.713254e-7,6.1973583e-7,0.000012492378,0.000004776559],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990575,0.000026966984,0.00038825153,0.00007602429,0.00017446694,0.00027679073],"domain_scores_gemma":[0.9994767,0.000036482856,0.00004960404,0.00020537173,0.00003856177,0.00019328433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030927037,0.000101940925,0.00021018564,0.00021473343,0.000036993977,0.000010902294,0.00032208968,0.00013837684,0.000013774144],"category_scores_gemma":[0.00021955775,0.00008281907,0.00009847779,0.00035772027,0.000023795285,0.00006966159,0.000012764855,0.00059747725,8.560569e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000017242158,0.0000092755945,0.000008297588,0.000013365295,0.000005401062,0.0000071141317,0.000036504684,0.9763357,0.0032840678,0.0155019285,0.00006311551,0.0047335005],"study_design_scores_gemma":[0.00080862583,0.00017747057,0.016569113,0.000551514,0.000027431974,0.0001543006,0.000059131915,0.8786243,0.0047755046,0.09528385,0.0025673409,0.0004014185],"about_ca_topic_score_codex":0.00060682313,"about_ca_topic_score_gemma":0.0015405624,"teacher_disagreement_score":0.09771141,"about_ca_system_score_codex":0.00017996172,"about_ca_system_score_gemma":0.00013705851,"threshold_uncertainty_score":0.33772635},"labels":[],"label_agreement":null},{"id":"W2015596744","doi":"10.3850/978-981-07-3559-3_101-0005","title":"Use of Geosynthetics to Aid Construction Over Soft Soils – Successes and Cautions","year":2012,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geosynthetics; Soil water; Geotechnical engineering; Environmental science; Engineering; Civil engineering; Forensic engineering; Soil science","score_opus":0.013186083143531379,"score_gpt":0.21053133023874732,"score_spread":0.19734524709521595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015596744","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8098267,0.00007766508,0.18930359,0.000036897418,0.0001720991,0.000060037433,0.000008827419,0.00022635683,0.0002878582],"genre_scores_gemma":[0.99624777,0.00003792924,0.0036387967,0.000007859406,0.000019988025,0.000004240387,0.0000026496368,0.000010302356,0.000030445346],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996543,0.000003964182,0.000110249755,0.00004889405,0.000058522637,0.000124079],"domain_scores_gemma":[0.9997487,0.000050892315,0.0000075858566,0.000092801034,0.000023289003,0.000076721655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000041265885,0.00006223822,0.000077898425,0.000051861258,0.000018628096,0.000011830665,0.000021154314,0.00005232304,0.00003703046],"category_scores_gemma":[0.0000782502,0.00005974268,0.000014511262,0.00011365936,0.000023474833,0.00015338502,0.000013801466,0.000042362593,0.0000038715402],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000021960452,0.00002515261,0.005582889,0.00010871796,0.000018800023,9.451962e-8,0.000167962,0.9603655,0.0072374637,0.017687077,0.00028669045,0.008517455],"study_design_scores_gemma":[0.0004323613,0.000086694425,0.10054447,0.00013162411,0.00010486337,0.000040808492,0.00019804164,0.76512206,0.05028736,0.0005007588,0.08167795,0.00087301293],"about_ca_topic_score_codex":0.000070295064,"about_ca_topic_score_gemma":0.000016267402,"teacher_disagreement_score":0.19524345,"about_ca_system_score_codex":0.000013432489,"about_ca_system_score_gemma":0.0000027682527,"threshold_uncertainty_score":0.24362358},"labels":[],"label_agreement":null},{"id":"W2017184602","doi":"10.1139/t05-090","title":"Influence of using a creep, rate, or an elastoplastic model for predicting the behaviour of embankments on soft soils","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Creep; Viscoplasticity; Levee; Finite element method; Foundation (evidence); Geology; Constitutive equation; Engineering; Structural engineering; Materials science","score_opus":0.015032812850858897,"score_gpt":0.22507653978918288,"score_spread":0.210043726938324,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017184602","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7681442,0.00002308266,0.23147692,0.000021881639,0.000055607627,0.00016504816,0.000050096263,0.000052132884,0.000011027372],"genre_scores_gemma":[0.9990424,0.000005068811,0.00080097106,0.000022697184,0.00006319966,0.000011421924,0.0000050512263,0.00003557738,0.0000136192875],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987827,0.000022985538,0.0005147606,0.00012534922,0.00018604813,0.00036816695],"domain_scores_gemma":[0.99917024,0.00013820473,0.000100540194,0.00021364701,0.0001449305,0.00023245829],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040239643,0.00015329097,0.00021754541,0.0001742004,0.00013469189,0.000027176124,0.00027224477,0.00017763571,0.0000057625384],"category_scores_gemma":[0.00030007862,0.000118669384,0.00008302428,0.0002191361,0.0000652288,0.00012023404,0.000012071795,0.00038240565,3.3753707e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017019795,0.000019397925,0.00017770477,0.000039413913,0.000007925981,0.0000032957914,0.000025279816,0.9962689,0.0029576228,0.00013764207,0.00003848717,0.00030728403],"study_design_scores_gemma":[0.00026404794,0.00012090982,0.0041400422,0.00014246914,0.000041042218,0.0000392038,0.000015628637,0.9942705,0.00042260205,0.0003952242,0.000023860366,0.00012447244],"about_ca_topic_score_codex":0.0022293008,"about_ca_topic_score_gemma":0.0022794975,"teacher_disagreement_score":0.23089819,"about_ca_system_score_codex":0.00019985707,"about_ca_system_score_gemma":0.00024937367,"threshold_uncertainty_score":0.48391968},"labels":[],"label_agreement":null},{"id":"W2017506596","doi":"10.1061/(asce)gt.1943-5606.0000535","title":"Experimental Study of the Earth Pressure Distribution on Cylindrical Shafts","year":2011,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Lateral earth pressure; Displacement (psychology); RADIUS; Geotechnical engineering; Mechanics; Structural engineering; Retaining wall; Geology; Earth (classical element); Materials science; Engineering; Physics; Computer science","score_opus":0.008237084403256637,"score_gpt":0.17340733124406404,"score_spread":0.16517024684080742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017506596","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981952,0.00030598982,0.0010448552,0.000009136823,0.0001824386,0.00015811784,0.0000069839625,0.0000493664,0.000047918624],"genre_scores_gemma":[0.99985737,0.000027655795,0.000039009155,0.0000040067853,0.00003671304,0.0000055385767,9.780111e-7,0.000020013766,0.000008708804],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990097,0.000016453836,0.0004139688,0.00010799247,0.00028816046,0.00016372003],"domain_scores_gemma":[0.9996163,0.000029551993,0.00007327268,0.00017786997,0.000009640123,0.000093340335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013986183,0.0001632659,0.00023329326,0.000045158802,0.00003541118,0.0000072118573,0.00018146375,0.00010573987,0.000021745562],"category_scores_gemma":[0.00003266989,0.00011814491,0.000093791714,0.000118094074,0.000044362056,0.00008562246,0.00007756263,0.00039599356,0.0000011401819],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034232005,0.000642662,0.00010083217,0.000030621548,0.00006113836,0.0000064160904,0.00022970223,0.9937677,0.0043594246,0.00013671469,0.000014444635,0.0006161578],"study_design_scores_gemma":[0.0025040312,0.0043131975,0.33779407,0.00025611604,0.00021700411,0.00019789008,0.00055421446,0.582732,0.068340085,0.000054419455,0.0024211807,0.0006157932],"about_ca_topic_score_codex":0.0000047122253,"about_ca_topic_score_gemma":2.402778e-7,"teacher_disagreement_score":0.41103566,"about_ca_system_score_codex":0.00003332476,"about_ca_system_score_gemma":0.0000027075985,"threshold_uncertainty_score":0.48178095},"labels":[],"label_agreement":null},{"id":"W2018063987","doi":"10.1016/j.sandf.2013.01.003","title":"“Long-term consolidation behavior interpreted with isotache concept for worldwide clays” by Watabe, Y., Udaka, K., Nakatani, Y., Leroueil, S. [Soils and Foundations 52 (3) (2012) 449–464]","year":2013,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Soil water; Geology; Term (time); Soil science; Physics; Business; Accounting","score_opus":0.009548248879332975,"score_gpt":0.2317491596006867,"score_spread":0.22220091072135373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018063987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.60439825,0.0011588773,0.39008847,0.00049099955,0.00043710796,0.0018060368,0.00029794654,0.0007142386,0.00060807576],"genre_scores_gemma":[0.9948515,0.00025434382,0.0017175145,0.00005911618,0.000088569366,0.0009713311,0.0014885023,0.00007232538,0.0004967861],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986023,0.000026523352,0.0004292201,0.0003810275,0.00016010893,0.00040085666],"domain_scores_gemma":[0.9989436,0.00019196131,0.000078341865,0.00032403955,0.0002559949,0.00020604824],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000116906755,0.00031371615,0.0002923909,0.00013268954,0.00036088482,0.00041066858,0.00013012777,0.00017332139,0.00021411164],"category_scores_gemma":[0.00010708326,0.0002999976,0.00005400913,0.000273078,0.00020423389,0.000955864,0.000043018914,0.00023641619,0.000022758053],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024505955,0.0020129608,0.039633762,0.0031537132,0.0024023014,0.000015673006,0.010394912,0.11818318,0.062097635,0.048615757,0.06417618,0.64906883],"study_design_scores_gemma":[0.009517499,0.0014340742,0.22576685,0.0010240199,0.0015601286,0.00013868557,0.0013050108,0.7063554,0.0040589147,0.0030575218,0.040949576,0.004832317],"about_ca_topic_score_codex":0.00009567892,"about_ca_topic_score_gemma":0.00022379274,"teacher_disagreement_score":0.64423656,"about_ca_system_score_codex":0.000080482205,"about_ca_system_score_gemma":0.00003657289,"threshold_uncertainty_score":0.9999452},"labels":[],"label_agreement":null},{"id":"W2018377671","doi":"10.1680/gein.9.0226","title":"<b>Conversion of Geosynthetic Strain to Load Using Reinforcement Stiffness</b>","year":2002,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":104,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de la Défense Nationale; U.S. Department of Transportation","keywords":"Reinforcement; Geosynthetics; Stiffness; Creep; Geotechnical engineering; Structural engineering; Geotextile; Materials science; Tension (geology); Composite material; Geology; Engineering; Ultimate tensile strength","score_opus":0.01839082188254145,"score_gpt":0.21546943610657263,"score_spread":0.19707861422403117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018377671","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7409842,0.00014446925,0.23875359,0.00029524812,0.0021469449,0.00032553409,0.000120663266,0.000495374,0.016733974],"genre_scores_gemma":[0.998415,0.000029898036,0.001236689,0.000024809675,0.000049824113,0.0000053854783,0.0000075339267,0.000024524903,0.00020634984],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898374,0.0000073139504,0.00029248197,0.00013663074,0.00039695104,0.00018285275],"domain_scores_gemma":[0.9995409,0.000028998465,0.000032767308,0.0001973167,0.00012701393,0.000072977076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000115535135,0.00012976736,0.00012993002,0.00017831817,0.000026224521,0.000017604725,0.00021999009,0.000074548734,0.00073589914],"category_scores_gemma":[0.00010510214,0.00014159462,0.00006089163,0.00017568056,0.000027077545,0.000060855775,0.000051413605,0.00009747806,0.000066596964],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000032958349,0.00002433802,0.000010285617,0.000035963792,0.000016822758,0.0000012872,0.00018621254,0.97894096,0.014312668,0.0009724093,0.000108722015,0.005387052],"study_design_scores_gemma":[0.00016245799,0.00002035853,0.000104296945,0.00006736517,0.000011272416,0.000006231708,0.000034150704,0.9803527,0.0043026027,0.000076921184,0.014706957,0.0001547113],"about_ca_topic_score_codex":0.000014827481,"about_ca_topic_score_gemma":0.0000017911698,"teacher_disagreement_score":0.2574308,"about_ca_system_score_codex":0.00018446548,"about_ca_system_score_gemma":0.0000074794807,"threshold_uncertainty_score":0.805758},"labels":[],"label_agreement":null},{"id":"W2019155706","doi":"10.1016/j.geotexmem.2004.10.001","title":"Design and behaviour of a geosynthetic reinforced retaining wall and bridge abutment on a yielding foundation","year":2004,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":141,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Golder Associates (Canada)","funders":"","keywords":"Geotechnical engineering; Abutment; Foundation (evidence); Pile; Bridge (graph theory); Mechanically stabilized earth; Structural engineering; Retaining wall; Internal forces; Geosynthetics; Engineering; Geology","score_opus":0.01262842629316767,"score_gpt":0.20064906030841406,"score_spread":0.18802063401524638,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019155706","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905601,0.0003628765,0.008587305,0.00007910047,0.00003644859,0.00019177457,0.0000017894363,0.00012768799,0.000052932224],"genre_scores_gemma":[0.99914175,0.00068306277,0.00008988387,0.000014334133,0.000012533028,0.000014777125,0.00000701768,0.00001873094,0.000017933702],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993501,0.000009603583,0.00020031938,0.00016614389,0.00009953399,0.00017430817],"domain_scores_gemma":[0.99969053,0.00007733965,0.000030944164,0.000112301386,0.000021782731,0.00006711493],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016718559,0.0001466111,0.00018343808,0.000092040194,0.00006974603,0.000039408485,0.000036134643,0.00008721142,0.0000060698217],"category_scores_gemma":[0.00003489744,0.00014061584,0.00002039233,0.000080500344,0.000043410033,0.00008696423,0.000020772448,0.00009169618,0.0000012139852],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011174148,0.0000057086195,0.000008099638,0.000150617,0.000010822512,0.0000019973677,0.0005783474,0.9839799,0.0021932735,0.000787787,8.132761e-7,0.01227147],"study_design_scores_gemma":[0.00083043706,0.00026873962,0.00990673,0.0003349057,0.00004657166,0.000039090177,0.000119464516,0.9863143,0.0010458729,0.0006594339,0.00013907568,0.00029538036],"about_ca_topic_score_codex":0.00008460143,"about_ca_topic_score_gemma":0.0000040468058,"teacher_disagreement_score":0.01197609,"about_ca_system_score_codex":0.000019517525,"about_ca_system_score_gemma":0.0000067029905,"threshold_uncertainty_score":0.57341474},"labels":[],"label_agreement":null},{"id":"W2020963026","doi":"10.1520/gtj102460","title":"Evaluation of Soil-Geogrid Pullout Models Using a Statistical Approach","year":2009,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"","keywords":"Geogrid; Geotechnical engineering; Geology; Engineering; Structural engineering; Reinforcement","score_opus":0.08739816266551298,"score_gpt":0.27874778330182637,"score_spread":0.1913496206363134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020963026","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14241217,0.0003000326,0.855213,0.000018672701,0.00010205343,0.00015781911,0.000006294206,0.00038726965,0.0014026741],"genre_scores_gemma":[0.94435453,0.000014657374,0.055462603,0.000010682422,0.00011977606,0.0000043173372,0.0000057634516,0.00002645445,0.0000011928945],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9977047,0.00010174167,0.00063207245,0.0001861686,0.0009922939,0.00038302515],"domain_scores_gemma":[0.9988195,0.00014417218,0.00010270384,0.0002234497,0.00053475227,0.00017543466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002533751,0.00019858107,0.00030512735,0.0001541069,0.00010639568,0.00005086355,0.00021106204,0.0001982882,0.000014810352],"category_scores_gemma":[0.0016978483,0.0001911187,0.00008498211,0.0004670926,0.00006729599,0.00018516295,0.000024641216,0.00068912114,0.0000013239711],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000029327646,0.000056752673,0.0000070203387,0.000019362295,0.000014833727,0.0000024487565,0.000020159056,0.9535567,0.003142247,0.0005547686,0.000032447555,0.04259031],"study_design_scores_gemma":[0.00036361063,0.00009845382,0.0006423621,0.00009247223,0.00013432253,0.00024385955,0.000011368728,0.9756346,0.00013475715,0.022437314,0.000009173167,0.000197717],"about_ca_topic_score_codex":0.000007453075,"about_ca_topic_score_gemma":1.9530563e-7,"teacher_disagreement_score":0.8019424,"about_ca_system_score_codex":0.00020614237,"about_ca_system_score_gemma":0.000102127524,"threshold_uncertainty_score":0.77935946},"labels":[],"label_agreement":null},{"id":"W2021140473","doi":"10.1016/j.sandf.2012.05.007","title":"Analysis and calibration of default steel strip pullout models used in Japan","year":2012,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Japan Society for the Promotion of Science; Ministry of Defense- Japan; Ministry of Education, Culture, Sports, Science and Technology","keywords":"Reinforcement; Structural engineering; Calibration; Engineering; Exponential function; Function (biology); Load factor; Geotechnical engineering; STRIPS; Computer science; Mathematics; Statistics; Algorithm","score_opus":0.017990397720824523,"score_gpt":0.22834014623851054,"score_spread":0.210349748517686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2021140473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82628167,0.00017310794,0.17315923,0.000016993727,0.000028374257,0.00005707467,0.000008165514,0.00005012813,0.00022526813],"genre_scores_gemma":[0.9995477,0.00007534434,0.00028828174,0.000002248643,0.000011643752,0.000010378847,0.00004321418,0.0000071736126,0.000013996496],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99960065,0.000009087571,0.00015893969,0.00006459131,0.00005940254,0.00010730444],"domain_scores_gemma":[0.99980515,0.000033250355,0.000015573665,0.00008184162,0.000015156471,0.00004899638],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001001796,0.000060989823,0.00011743683,0.00014638396,0.000026920707,0.00001909484,0.000021487713,0.000056577086,0.0000062382837],"category_scores_gemma":[0.000018425648,0.00006227566,0.000022170678,0.0003748424,0.00002065722,0.00026026723,0.000008748556,0.000054716493,2.8762688e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[8.3229645e-7,0.000022385768,0.02630944,0.000038170318,0.000040720483,2.9377228e-8,0.0006277861,0.9641723,0.00080107496,0.004712258,0.0000022004224,0.0032727993],"study_design_scores_gemma":[0.00010721116,0.0000062089125,0.08984841,0.0000058586747,0.000053136348,2.736164e-7,0.000085521846,0.90931284,0.00006590993,0.0004238522,0.000025807487,0.000064980486],"about_ca_topic_score_codex":0.000112652895,"about_ca_topic_score_gemma":0.00021610498,"teacher_disagreement_score":0.17326605,"about_ca_system_score_codex":0.000014302176,"about_ca_system_score_gemma":0.000004507261,"threshold_uncertainty_score":0.25395277},"labels":[],"label_agreement":null},{"id":"W2021157735","doi":"10.4028/www.scientific.net/amr.368-373.874","title":"Study on Settlement of High Fill Embankments on Rock Slope under Complicated Stress Conditions","year":2011,"lang":"en","type":"article","venue":"Advanced materials research","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Levee; Geotechnical engineering; Settlement (finance); Human settlement; Geology; Stress (linguistics); Engineering; Civil engineering","score_opus":0.09007542430651673,"score_gpt":0.34582175860308534,"score_spread":0.2557463342965686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2021157735","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964777,0.0000072154307,0.00091939105,0.000017745328,0.00019689612,0.00065563753,0.00036684147,0.00019835186,0.0011602084],"genre_scores_gemma":[0.9994306,0.000019419362,0.00009379935,0.000007008143,0.000015725665,0.00019984714,0.00013891027,0.000037501773,0.00005718565],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99870706,0.00008855217,0.00029328768,0.00021555407,0.00038351913,0.0003120235],"domain_scores_gemma":[0.9992896,0.00009018546,0.000025986206,0.00039785326,0.00012603727,0.00007034595],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024691928,0.00013624471,0.00021058459,0.00016243123,0.00007243357,0.000015894682,0.0001980459,0.00006062766,0.00043240728],"category_scores_gemma":[0.00005120633,0.00012689062,0.000018210176,0.0002392325,0.00002616766,0.000056740646,0.0000610662,0.00014885704,0.000109513916],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000096454976,0.00075111067,0.00004968605,0.00013095226,0.00005505743,0.0000061482333,0.0003207097,0.7972165,0.1969675,0.0039624064,0.00019457014,0.00024890696],"study_design_scores_gemma":[0.0013366073,0.0014182284,0.06094663,0.00018226412,0.00001183246,6.8302074e-7,0.00062733126,0.0007602773,0.9320555,0.0022630831,0.000116832234,0.0002807765],"about_ca_topic_score_codex":0.000042699805,"about_ca_topic_score_gemma":0.000006212152,"teacher_disagreement_score":0.7964562,"about_ca_system_score_codex":0.0000888769,"about_ca_system_score_gemma":0.0000076745455,"threshold_uncertainty_score":0.5174449},"labels":[],"label_agreement":null},{"id":"W2023145360","doi":"10.1016/j.sandf.2015.02.013","title":"Reliability analysis of geogrid installation damage test data in Japan","year":2015,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Ministry of Defense- Japan; Ministry of Education, Culture, Sports, Science and Technology","keywords":"Geogrid; Ultimate tensile strength; Reliability (semiconductor); Limit state design; Geotechnical engineering; Engineering; Structural engineering; Benchmark (surveying); Reliability engineering; Civil engineering; Environmental science; Reinforcement; Materials science; Geology; Composite material","score_opus":0.03076882754246832,"score_gpt":0.2611841055687385,"score_spread":0.23041527802627018,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2023145360","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98322344,0.000055746725,0.014742354,0.000046625184,0.0000520917,0.00007121651,0.000070793,0.00009364948,0.0016440585],"genre_scores_gemma":[0.9989334,0.00003826002,0.0005025825,0.000002771827,0.000009792843,0.000004202617,0.00049288996,0.0000060025927,0.000010128336],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994957,0.000009222621,0.00020597404,0.00012275732,0.00008677646,0.00007956237],"domain_scores_gemma":[0.9994485,0.00007801511,0.000018843255,0.0003570075,0.000049630118,0.0000480222],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000284013,0.00005828786,0.00012887438,0.00016664398,0.000018898536,0.00001955853,0.00008629316,0.00004736754,0.000008975563],"category_scores_gemma":[0.0004209689,0.000059835507,0.000016785427,0.0007615362,0.000032066575,0.00020348236,0.00004152235,0.00006639245,0.0000015543498],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[7.6818884e-7,0.000029057055,0.040116537,0.0000227436,0.000025088335,9.015455e-8,0.00017386829,0.9568555,0.00009430929,0.00047054348,0.00002414437,0.0021874015],"study_design_scores_gemma":[0.00008155799,0.000008638532,0.32841936,0.0000044029534,0.000047877336,8.924503e-8,0.000046109966,0.670622,0.0000034243653,0.00021004195,0.0005097943,0.000046684803],"about_ca_topic_score_codex":0.0002181604,"about_ca_topic_score_gemma":0.00060204597,"teacher_disagreement_score":0.28830284,"about_ca_system_score_codex":0.000030075462,"about_ca_system_score_gemma":0.0000152974,"threshold_uncertainty_score":0.24400212},"labels":[],"label_agreement":null},{"id":"W2023282287","doi":"10.1139/t09-036","title":"Evaluating shear mobilization in rockfill columns used for riverbank stabilization","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of Manitoba","funders":"","keywords":"Shearing (physics); Geotechnical engineering; Silt; Geology; Direct shear test; Shear (geology); Shear stress; Materials science; Geomorphology","score_opus":0.02104883124032998,"score_gpt":0.26235283197717446,"score_spread":0.2413040007368445,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2023282287","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.306392,0.0004725809,0.68931943,0.0008658973,0.00059870805,0.0012895316,0.000043360433,0.0006797239,0.00033875546],"genre_scores_gemma":[0.99762136,0.000054804466,0.0019651265,0.000107509695,0.000121371086,0.000030751824,0.000039029,0.00003929907,0.000020733727],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99841034,0.00004095961,0.0005307302,0.00021166701,0.00024196865,0.00056432816],"domain_scores_gemma":[0.9990647,0.00008814196,0.000047373953,0.00020588563,0.00015578621,0.00043815584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069417054,0.00018845063,0.00024232271,0.00038715312,0.00015298596,0.00009461735,0.00021084717,0.00029891185,0.00004554478],"category_scores_gemma":[0.0005613084,0.00021502824,0.00009427137,0.00059065816,0.000023600862,0.00021754668,0.0000065569257,0.0004624666,0.000005661781],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000047456624,0.000015613328,0.00006778553,0.000017700499,0.0000043829223,0.000004773406,0.00006816225,0.9849792,0.0017382298,0.00044688958,0.00032109205,0.012331408],"study_design_scores_gemma":[0.0006509592,0.00021271684,0.0036275869,0.00008002536,0.0000140768525,0.000029807903,0.000035291618,0.98869914,0.00018193529,0.0021874218,0.0040147784,0.0002662431],"about_ca_topic_score_codex":0.00043954913,"about_ca_topic_score_gemma":0.0029112615,"teacher_disagreement_score":0.69122934,"about_ca_system_score_codex":0.00089397194,"about_ca_system_score_gemma":0.00020857238,"threshold_uncertainty_score":0.8768597},"labels":[],"label_agreement":null},{"id":"W2023563206","doi":"10.1139/cgj-2014-0087","title":"Piled raft with hollow auger piles founded in a Brazilian granular deposit","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Universidade Federal de Pernambuco; Universidade Estadual de Campinas","keywords":"Foundation (evidence); Geotechnical engineering; Raft; Settlement (finance); Shallow foundation; Geology; Engineering; Civil engineering; Bearing capacity; Computer science; Geography; Materials science","score_opus":0.003819147020262382,"score_gpt":0.16770315963407798,"score_spread":0.1638840126138156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2023563206","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6930881,0.00041101952,0.30183682,0.0008442331,0.0004896168,0.00042576686,0.000009665428,0.0007742168,0.002120551],"genre_scores_gemma":[0.99877083,0.00004269552,0.0007868064,0.00014961527,0.00012696853,0.000018218467,0.000007741952,0.00006398624,0.00003311731],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983806,0.000054584107,0.00039770664,0.00021670302,0.00025627602,0.0006941232],"domain_scores_gemma":[0.99872196,0.00006456586,0.000032651133,0.00031020996,0.00005814354,0.00081244315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045476563,0.00024885294,0.00031364005,0.00040816778,0.0001297146,0.00012574547,0.00032055605,0.00032309061,0.00006458075],"category_scores_gemma":[0.00017118335,0.00022785123,0.000091749964,0.00051523134,0.000067785004,0.00014843319,0.000013546577,0.0010755247,0.000027364547],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011988421,0.000016063423,0.0011560576,0.000029650611,0.000017426139,0.0001256385,0.000037966664,0.9885713,0.00045472322,0.000403293,0.0004820593,0.008693833],"study_design_scores_gemma":[0.0021185179,0.00039359208,0.050148822,0.00040182556,0.000050843708,0.00082865776,0.000034768113,0.8964937,0.00023935313,0.0019664178,0.046331566,0.0009919405],"about_ca_topic_score_codex":0.0029919713,"about_ca_topic_score_gemma":0.029112024,"teacher_disagreement_score":0.30568275,"about_ca_system_score_codex":0.00045007473,"about_ca_system_score_gemma":0.00011343386,"threshold_uncertainty_score":0.9886041},"labels":[],"label_agreement":null},{"id":"W2024424767","doi":"10.1007/s10706-007-9147-2","title":"A Consistent Soil Fatigue Framework Based on the Number of Equivalent Cycles","year":2007,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Effective stress; Void ratio; Amplitude; Stiffness; Hardening (computing); Structural engineering; Hydrogeology; Cyclic stress; Geotechnical engineering; Stress (linguistics); Mathematics; Materials science; Engineering; Composite material; Physics","score_opus":0.019273711644345024,"score_gpt":0.23589156228359465,"score_spread":0.21661785063924963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024424767","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44990423,0.00014162566,0.54778934,0.0003589863,0.00012352645,0.00016954419,0.000004785114,0.000692575,0.0008154212],"genre_scores_gemma":[0.99775696,0.000040785835,0.001996603,0.00009691133,0.00004867431,0.00002522175,0.0000035199364,0.00002464884,0.000006676448],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986717,0.000014864149,0.00041196766,0.00022383482,0.0002579411,0.00041970034],"domain_scores_gemma":[0.99841595,0.0010616655,0.00003120149,0.00031212493,0.000036407488,0.00014264202],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047848633,0.00024383693,0.00029295185,0.00006296618,0.00005296646,0.000016262215,0.00019105947,0.00033721753,0.00008415006],"category_scores_gemma":[0.0006636394,0.00016626432,0.00011265513,0.00029999565,0.00012858058,0.000026675412,0.00006800983,0.0005823254,0.000008343838],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001126711,0.000036171357,0.00018766575,0.00007537865,0.000013352037,0.000006219032,0.000010630148,0.9720862,0.00058332225,0.025086708,0.000013109768,0.0018899998],"study_design_scores_gemma":[0.00016783542,0.00007492761,0.013346955,0.00013942242,0.000016434351,0.000011259389,0.000013892596,0.9824351,0.0011272486,0.001659977,0.00074551185,0.00026145246],"about_ca_topic_score_codex":0.0000065384183,"about_ca_topic_score_gemma":9.2015955e-7,"teacher_disagreement_score":0.54785275,"about_ca_system_score_codex":0.00003152284,"about_ca_system_score_gemma":0.000004794606,"threshold_uncertainty_score":0.67800623},"labels":[],"label_agreement":null},{"id":"W2024503999","doi":"10.1061/9780784413425.042","title":"Full-Scale Field Investigations and Numerical Analyses of Innovative Seismic Composite Fiber-Reinforced Polymer and Reinforced Grouted Helical Screw Instrumented Piles Under Axial and Lateral Monotonic and Cyclic Loadings","year":2014,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario; Western University","funders":"","keywords":"Pile; Structural engineering; Finite element method; Materials science; Fibre-reinforced plastic; Geotechnical engineering; Geology; Engineering","score_opus":0.0101102751862617,"score_gpt":0.22716034690709816,"score_spread":0.21705007172083646,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024503999","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92429733,0.00008299665,0.07483394,0.00025792044,0.000019113631,0.0001288557,0.000004925575,0.00016038137,0.00021452375],"genre_scores_gemma":[0.99873775,0.000044029497,0.0008729947,0.00018186346,0.000014099607,0.000009596441,0.000026882499,0.000018079843,0.000094694675],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991443,0.000021289927,0.00034354982,0.00019916285,0.00010341205,0.00018826226],"domain_scores_gemma":[0.9995129,0.00014077625,0.00004521745,0.00011448721,0.000046159057,0.0001404229],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007060842,0.00019495936,0.0003041915,0.00014493139,0.00006996747,0.00005152561,0.00004482519,0.00014940614,0.000012347907],"category_scores_gemma":[0.000046993307,0.00017805352,0.000021406133,0.00032454947,0.00015023988,0.00017310286,0.00006870557,0.00017434747,7.7597537e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001520946,0.000019705214,0.0031749562,0.00046549385,0.00029140324,0.0000010291687,0.001187357,0.32059398,0.6562524,0.010867757,0.00009415281,0.006899666],"study_design_scores_gemma":[0.00077453227,0.0001988287,0.011994447,0.000062649415,0.000034448403,0.000016022523,0.000041897318,0.9412865,0.04521732,0.00010307572,0.000034619054,0.00023565705],"about_ca_topic_score_codex":0.00026052026,"about_ca_topic_score_gemma":0.0000062790887,"teacher_disagreement_score":0.6206925,"about_ca_system_score_codex":0.000016114449,"about_ca_system_score_gemma":0.000007036223,"threshold_uncertainty_score":0.7260812},"labels":[],"label_agreement":null},{"id":"W2025225776","doi":"10.1520/gtj100911","title":"Influence of Test Method on Direct Shear Behavior of Segmental Retaining Wall Units","year":2007,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Kingston General Hospital","funders":"","keywords":"Direct shear test; Geotechnical engineering; Shear (geology); Masonry; Structural engineering; Geology; Materials science; Engineering; Composite material","score_opus":0.025824092765685747,"score_gpt":0.2672783752764397,"score_spread":0.24145428251075396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025225776","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9443862,0.00006810096,0.05416059,0.000011343909,0.000057168312,0.00011844803,0.000006715223,0.00037588176,0.0008155542],"genre_scores_gemma":[0.9802973,0.00001255818,0.01958046,0.000011185134,0.00004755176,0.0000036708557,0.0000018838028,0.000039032944,0.0000063534094],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99825364,0.00003359911,0.00078650616,0.00015597529,0.00039698175,0.0003732702],"domain_scores_gemma":[0.99780285,0.0013705617,0.00016314874,0.0002309338,0.00026618395,0.00016630108],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018060347,0.00019013618,0.00034031319,0.00020937547,0.000072595285,0.000014658996,0.00024997437,0.000199403,0.0000071790437],"category_scores_gemma":[0.004480164,0.00018181246,0.00007756087,0.0008882054,0.00008236648,0.000089481204,0.000045725432,0.0008069662,0.0000020125472],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007077134,0.000060341776,0.0021406943,0.000045676148,0.00001024133,0.000018925166,0.00003591491,0.9159612,0.06642646,0.00004558477,0.0000087866665,0.015239059],"study_design_scores_gemma":[0.001345652,0.0019568088,0.23536086,0.0022702264,0.00020116482,0.0009205151,0.000105684354,0.58814126,0.16787054,0.00035675117,0.00047313623,0.0009974285],"about_ca_topic_score_codex":0.000014976147,"about_ca_topic_score_gemma":6.996111e-7,"teacher_disagreement_score":0.32782,"about_ca_system_score_codex":0.00008389464,"about_ca_system_score_gemma":0.00003386716,"threshold_uncertainty_score":0.7414097},"labels":[],"label_agreement":null},{"id":"W2025408070","doi":"10.1016/s1674-5264(09)60007-7","title":"Mechanical performance of a double-face reinforced retaining wall in an area disturbed by mining","year":2009,"lang":"en","type":"article","venue":"Mining Science and Technology (China)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Atomic Energy (Canada)","funders":"","keywords":"Retaining wall; Displacement (psychology); Geotechnical engineering; Settlement (finance); Subsidence; Lateral earth pressure; Groundwater-related subsidence; Face (sociological concept); Structural engineering; Vertical displacement; Differential (mechanical device); Geology; Engineering; Computer science","score_opus":0.007355896785327522,"score_gpt":0.2086467912196293,"score_spread":0.2012908944343018,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025408070","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971166,0.0000786516,0.0012958434,0.00035463242,0.00003965737,0.000097023534,8.0938827e-7,0.0004447872,0.0005719547],"genre_scores_gemma":[0.9983454,0.000020618589,0.001551991,0.000011763102,0.0000041319904,0.000009449345,0.0000032885994,0.000010217445,0.00004315066],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988319,0.0000058295786,0.00025963626,0.00029447937,0.00022270522,0.00038541574],"domain_scores_gemma":[0.9995419,0.000015559268,0.000044324745,0.00028101736,0.000045809018,0.00007141152],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006013316,0.00015320905,0.00023519257,0.00038459452,0.00011486668,0.00002887612,0.00035681637,0.00020191241,0.0000018343237],"category_scores_gemma":[0.00015850589,0.0001507922,0.000014116086,0.0011652961,0.00023332462,0.00032540096,0.0000482188,0.00028447204,5.259219e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000074935655,0.00007442613,0.008903026,0.000114698465,0.000011327534,0.0000127463645,0.003520749,0.3244553,0.49017602,0.01020437,0.00008474044,0.16236767],"study_design_scores_gemma":[0.00045981086,0.00042965577,0.0037826858,0.00010981724,0.0000052150535,0.000012200198,0.00028088427,0.9711818,0.023394793,0.00006358589,0.00007317224,0.00020636743],"about_ca_topic_score_codex":0.0000052511787,"about_ca_topic_score_gemma":0.000004055832,"teacher_disagreement_score":0.64672655,"about_ca_system_score_codex":0.000056812467,"about_ca_system_score_gemma":0.000028255223,"threshold_uncertainty_score":0.61491275},"labels":[],"label_agreement":null},{"id":"W2026298785","doi":"10.1680/gein.7.0178","title":"The Influence of Partial Clogging and Pressure on the Behaviour of Geotextiles in Drainage Systems","year":2000,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":87,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of British Columbia; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Clogging; Geotextile; Geosynthetics; Drainage; Geotechnical engineering; Permeability (electromagnetism); Pore water pressure; Compaction; Geomembrane; Hydraulic conductivity; Geology; Environmental science; Soil water; Soil science","score_opus":0.004417633788669276,"score_gpt":0.19102899625349035,"score_spread":0.18661136246482107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026298785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978822,0.00014901074,0.00015471443,0.00011481959,0.00009976023,0.0000824044,0.0000183094,0.000025735235,0.0014730821],"genre_scores_gemma":[0.9997668,0.00011995921,0.000006003999,0.0000029667704,0.000015128485,0.00001248239,0.0000015088386,0.000007093015,0.00006800608],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994832,0.000018410055,0.00019753519,0.00006275452,0.00015397376,0.00008409681],"domain_scores_gemma":[0.9996436,0.00016287845,0.000025452706,0.00012457072,0.000031232878,0.000012252831],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002142802,0.00005933195,0.00007006415,0.000029334156,0.000025408981,0.000016084943,0.0001586879,0.000040828505,0.000016773101],"category_scores_gemma":[0.00008921148,0.000040007693,0.000018518902,0.0000485544,0.00006486326,0.000025105623,0.000016040472,0.00010592645,0.0000012452762],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004491123,0.000009804913,0.00021015694,0.000014427571,0.000008389676,3.1372159e-7,0.00013537744,0.9817584,0.00022827416,0.015802026,0.000006305443,0.0018220396],"study_design_scores_gemma":[0.000101644335,0.000019077977,0.022135863,0.00012877848,0.000008408137,0.0000029888513,0.00007579297,0.9720865,0.00048283683,0.00044684924,0.004443472,0.00006778857],"about_ca_topic_score_codex":0.000047669684,"about_ca_topic_score_gemma":0.0000067582237,"teacher_disagreement_score":0.021925706,"about_ca_system_score_codex":0.000009868062,"about_ca_system_score_gemma":0.0000036960969,"threshold_uncertainty_score":0.16314664},"labels":[],"label_agreement":null},{"id":"W2026703232","doi":"10.1680/grim.2008.161.2.55","title":"Soil improvement by internally reinforced stone columns","year":2008,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shearing (physics); Brittleness; Reinforcement; Geotechnical engineering; Load bearing; Materials science; Bearing capacity; Structural engineering; Geology; Composite material; Engineering","score_opus":0.005851451507142024,"score_gpt":0.17633233806420048,"score_spread":0.17048088655705845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026703232","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97116923,0.00016351575,0.023487298,0.00008521239,0.00073042413,0.0005652274,0.00002625294,0.00031432667,0.0034584957],"genre_scores_gemma":[0.9988982,0.00018099621,0.00015759812,0.000029431258,0.000046519533,0.00006782205,0.000007877987,0.00003549947,0.0005760313],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982517,0.0000017232105,0.0006894298,0.00020663107,0.0005287535,0.00032180952],"domain_scores_gemma":[0.9992646,0.000015866017,0.00018163981,0.00019424096,0.00024634806,0.000097319324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021749323,0.00027273374,0.0003240845,0.00012502183,0.000097884855,0.000020003254,0.0004282311,0.00013591601,0.000016898843],"category_scores_gemma":[0.0000964984,0.0002407034,0.00016277599,0.00038616962,0.00017704905,0.0003260219,0.00010223918,0.0002476288,0.0000018832874],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001878115,0.000063554966,0.000045436693,0.00054663996,0.000110899404,2.241285e-7,0.00035020077,0.34867844,0.64355034,0.003436459,0.0022807242,0.00091832224],"study_design_scores_gemma":[0.0018589223,0.00068298314,0.0010068313,0.00038025016,0.00009551581,0.000016450529,0.00027913187,0.29136726,0.6970512,0.00015439282,0.006434809,0.00067221426],"about_ca_topic_score_codex":0.00012988549,"about_ca_topic_score_gemma":0.000010899685,"teacher_disagreement_score":0.05731117,"about_ca_system_score_codex":0.00029667863,"about_ca_system_score_gemma":0.000040758965,"threshold_uncertainty_score":0.98156},"labels":[],"label_agreement":null},{"id":"W2026942530","doi":"10.1139/t00-065","title":"Finite element modeling of hexagonal wire reinforced embankment on soft clay","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Levee; Geotechnical engineering; Finite element method; Consolidation (business); Reinforcement; Stiffness; Structural engineering; Engineering; Materials science","score_opus":0.009595889556206357,"score_gpt":0.19288221559892355,"score_spread":0.1832863260427172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026942530","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36808217,0.0007341657,0.61434346,0.0016375127,0.00095088483,0.0007410254,0.00011413165,0.0010007962,0.012395847],"genre_scores_gemma":[0.99908346,0.00016155036,0.0002565303,0.00016472503,0.00012006826,0.000006025099,0.000013923298,0.000039185805,0.00015454822],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99843055,0.000018093999,0.0005585103,0.00015211223,0.0003262324,0.00051452755],"domain_scores_gemma":[0.99899054,0.000042744767,0.000032746302,0.00025589892,0.00006546891,0.0006125942],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029352301,0.00020257235,0.00024330168,0.00022624542,0.00011455699,0.000039144474,0.0002617771,0.00022236972,0.0008888321],"category_scores_gemma":[0.000072333445,0.00020165717,0.00013985105,0.00023893935,0.00003225942,0.00008168007,0.00000922139,0.0006920263,0.000044130207],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009350766,0.0000070010833,0.0000015220993,0.000016383972,0.00002112936,0.000018934903,0.00003011198,0.9832432,0.00017298195,0.000301495,0.00042524972,0.015752584],"study_design_scores_gemma":[0.00027596438,0.00011052922,0.00003246742,0.00011570543,0.000013438637,0.0000445955,0.000012380836,0.98999614,0.00017934981,0.00021810067,0.00878824,0.0002130922],"about_ca_topic_score_codex":0.00063527934,"about_ca_topic_score_gemma":0.0001917912,"teacher_disagreement_score":0.6310013,"about_ca_system_score_codex":0.0004043174,"about_ca_system_score_gemma":0.00014882497,"threshold_uncertainty_score":0.9732088},"labels":[],"label_agreement":null},{"id":"W2027811739","doi":"10.1061/41165(397)337","title":"Case Study—Railway Embankment Widening for CN Rail and GO Transit","year":2011,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Hatch (Canada)","funders":"","keywords":"Schedule; Transport engineering; Rail transit; Track (disk drive); Service (business); Railway engineering; Levee; Third rail; Intersection (aeronautics); Engineering; Computer science; Civil engineering; Geotechnical engineering; Business","score_opus":0.030361093193370898,"score_gpt":0.21023313410628788,"score_spread":0.17987204091291698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027811739","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73932254,0.00006206508,0.2585388,0.000008233101,0.000093948336,0.0003094516,0.0000016769584,0.00044099917,0.0012222483],"genre_scores_gemma":[0.9975155,0.0000057574985,0.0022475251,0.000008073028,0.00001663067,0.00006091293,0.0000012702249,0.000024192168,0.00012014399],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995264,0.0000051748907,0.00014456979,0.0001227881,0.00005284427,0.0001482534],"domain_scores_gemma":[0.9997699,0.000031109274,0.000006187635,0.000111874884,0.00001825078,0.00006265543],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000117950956,0.000102624304,0.00011194423,0.000038570175,0.00004264251,0.000014612052,0.0000371344,0.00004847345,0.0000347219],"category_scores_gemma":[0.000014788763,0.00009502717,0.000027220924,0.00006467935,0.000009033861,0.00006217627,0.000008506089,0.000058487174,0.0000029887728],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007200145,0.0006707043,0.0035917014,0.0010725567,0.00048219398,0.0011206793,0.057031315,0.78725094,0.0041899765,0.0038649105,0.0012550587,0.13939798],"study_design_scores_gemma":[0.0028114305,0.0007302754,0.0032548793,0.000040770414,0.00015657487,0.0007729612,0.0055436227,0.97851723,0.0033457847,0.00042192146,0.003521076,0.0008834894],"about_ca_topic_score_codex":0.00007552124,"about_ca_topic_score_gemma":0.00008187199,"teacher_disagreement_score":0.25819293,"about_ca_system_score_codex":0.000015587073,"about_ca_system_score_gemma":0.0000020954108,"threshold_uncertainty_score":0.38750955},"labels":[],"label_agreement":null},{"id":"W2028919882","doi":"10.1016/j.sandf.2015.02.017","title":"Reliability-based analysis of combined installation damage and creep for the tensile rupture limit state of geogrid reinforcement in Japan","year":2015,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Ministry of Defense- Japan; Ministry of Education, Culture, Sports, Science and Technology","keywords":"Geogrid; Creep; Reinforcement; Ultimate tensile strength; Reliability (semiconductor); Limit state design; Structural engineering; Geotechnical engineering; Strength reduction; Engineering; Materials science; Finite element method; Composite material","score_opus":0.01697123623403718,"score_gpt":0.2323046213454699,"score_spread":0.2153333851114327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028919882","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92089427,0.000076585784,0.07846234,0.00012983113,0.00003306865,0.00023892148,0.000028755547,0.000032004915,0.00010424005],"genre_scores_gemma":[0.99934363,0.000035328365,0.00045883353,0.000009637218,0.0000036728816,0.000023026992,0.00010990955,0.000005893977,0.000010089877],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99954057,0.000008357006,0.00022632211,0.000074353375,0.000077522556,0.00007285437],"domain_scores_gemma":[0.99954605,0.00013571962,0.00003651865,0.00014178034,0.000108639455,0.000031295018],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002380307,0.00006110179,0.00014449113,0.00012406103,0.00002953263,0.00001370135,0.00003380966,0.0000339135,0.0000022611785],"category_scores_gemma":[0.00010811089,0.00004920415,0.000032475815,0.0003732103,0.00004866736,0.000060402548,0.000010938978,0.000048305646,7.273183e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009909154,0.000012570539,0.0015354994,0.000055383447,0.000042753825,1.7249954e-8,0.0002832825,0.9947396,0.00019605507,0.00055521395,0.000008599498,0.0025611166],"study_design_scores_gemma":[0.0003531382,0.000061816696,0.08652133,0.000010375626,0.00010027547,3.302088e-8,0.00008093865,0.9121583,0.000082133934,0.00033412865,0.00024850725,0.000049041362],"about_ca_topic_score_codex":0.00011902292,"about_ca_topic_score_gemma":0.00027711122,"teacher_disagreement_score":0.08498583,"about_ca_system_score_codex":0.000019677975,"about_ca_system_score_gemma":0.0000149015905,"threshold_uncertainty_score":0.20064871},"labels":[],"label_agreement":null},{"id":"W2029573244","doi":"10.1016/j.desal.2006.02.010","title":"AFM images of the cross-section of polyetherimide hollow fibers","year":2006,"lang":"en","type":"article","venue":"Desalination","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Polyetherimide; Materials science; Cross section (physics); Composite material; Fiber; Atomic force microscopy; Morphology (biology); Layer (electronics); Porosity; Liquid nitrogen; Membrane; Polymer; Nanotechnology; Chemistry","score_opus":0.003841824801048968,"score_gpt":0.19628170861861544,"score_spread":0.19243988381756646,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029573244","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.975828,0.00010754397,0.02123232,0.000019318506,0.00030600547,0.00007616025,0.000008082245,0.00013242706,0.0022901634],"genre_scores_gemma":[0.99957603,0.0000041133644,0.00025793424,0.0000012924777,0.00003634934,0.000004225817,0.0000096838385,0.000012160507,0.0000981815],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99956447,0.000011991062,0.00017498089,0.000051760144,0.00013441363,0.00006239965],"domain_scores_gemma":[0.9997311,0.000019678,0.000038821272,0.00011366541,0.0000868584,0.000009834389],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013786978,0.000053177868,0.00006957827,0.000040466017,0.000015889646,0.000006685382,0.000058998718,0.000066853776,0.0000038369108],"category_scores_gemma":[0.000058186142,0.00004508971,0.000041304895,0.00022268103,0.000031716667,0.000063740685,0.00000714274,0.000051275463,6.736395e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000018721395,0.000010603378,0.0013813725,0.00004443824,0.000003236156,4.081337e-8,0.000034104123,0.9264097,0.070718125,0.00058801303,0.000112987356,0.00069549156],"study_design_scores_gemma":[0.0004223535,0.000033459113,0.37651607,0.000045828587,0.000018549423,0.0000018791209,0.000024082297,0.23070323,0.38900083,0.002287917,0.0007922733,0.00015351702],"about_ca_topic_score_codex":0.00009602809,"about_ca_topic_score_gemma":0.000011194036,"teacher_disagreement_score":0.6957065,"about_ca_system_score_codex":0.0000405403,"about_ca_system_score_gemma":0.0000066525186,"threshold_uncertainty_score":0.18387051},"labels":[],"label_agreement":null},{"id":"W2030055208","doi":"10.1139/t02-114","title":"New consolidation equation for soilcement pile improved ground","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Pile; Geotechnical engineering; Pore water pressure; Compressibility; Soil water; Geology; Engineering; Soil science","score_opus":0.015499770099093039,"score_gpt":0.20748405285635504,"score_spread":0.191984282757262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030055208","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0022939267,0.00018396066,0.99543226,0.00025923064,0.0006049798,0.0002945325,0.000010447011,0.00020204802,0.00071862026],"genre_scores_gemma":[0.9923606,0.00005721981,0.00690211,0.000108261556,0.00020218105,0.00003239645,0.000029733865,0.000046373654,0.0002611261],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989371,0.000019332341,0.00034179506,0.00013648305,0.00012749185,0.00043781943],"domain_scores_gemma":[0.99899364,0.000057875488,0.000038035763,0.00016278245,0.00009159196,0.00065608486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003851142,0.00014893344,0.00015008771,0.00017417096,0.00015421971,0.00010925568,0.00013007058,0.00020499884,0.00015791823],"category_scores_gemma":[0.00034764342,0.00015987542,0.00008855466,0.00019310217,0.000016107779,0.000140768,0.0000041683866,0.0003213828,0.000015609809],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000042323522,0.000007882371,0.000003980106,0.000022310056,0.000025390751,0.000003195441,0.000026432475,0.95347923,0.0016205562,0.008634467,0.005914246,0.030258056],"study_design_scores_gemma":[0.0008658202,0.00013105806,0.00014105705,0.000031658277,0.00003553581,0.00011092341,0.0000291548,0.73646414,0.00081500615,0.0069248267,0.2540855,0.000365309],"about_ca_topic_score_codex":0.00088363694,"about_ca_topic_score_gemma":0.0008406854,"teacher_disagreement_score":0.99006665,"about_ca_system_score_codex":0.00052873744,"about_ca_system_score_gemma":0.00032713634,"threshold_uncertainty_score":0.65195304},"labels":[],"label_agreement":null},{"id":"W2031433410","doi":"10.1061/(asce)1090-0241(2006)132:6(673)","title":"Numerical Model for Reinforced Soil Segmental Walls under Surcharge Loading","year":2006,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":301,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de la Défense Nationale; U.S. Department of Transportation","keywords":"Geotechnical engineering; Reinforcement; Structural engineering; Compaction; Test data; Boundary value problem; Retaining wall; Numerical models; Constitutive equation; Modular design; Engineering; Computer simulation; Computer science; Finite element method; Mathematics; Simulation","score_opus":0.005084022994519146,"score_gpt":0.17166349790849308,"score_spread":0.16657947491397393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031433410","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5536882,0.00053837977,0.4451733,0.00007183979,0.00015123194,0.00015276497,0.000011998285,0.00017686917,0.00003541985],"genre_scores_gemma":[0.9982795,0.00014661542,0.0012378799,0.000021159532,0.00014220574,0.0000136013405,0.000012309514,0.00005878884,0.000087907996],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986071,0.0000051615993,0.0006023489,0.00015773451,0.0002522769,0.00037540603],"domain_scores_gemma":[0.9995458,0.00007981425,0.00007509906,0.00012437419,0.000015487682,0.00015941927],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00022627524,0.0002560825,0.0003483969,0.00012219543,0.000053475833,0.000029689438,0.00014031208,0.00018673074,0.0000116893025],"category_scores_gemma":[0.000025058494,0.00024572207,0.00017720899,0.00010496786,0.000037619873,0.00021381705,0.00003990462,0.0003521845,0.0000024907067],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014603458,0.000024310975,0.00000311042,0.00007047816,0.000025767129,0.000003512995,0.000012227614,0.98116386,0.017420242,0.00058987737,0.00008866561,0.000583337],"study_design_scores_gemma":[0.0006487941,0.0000989166,0.000630146,0.00005334964,0.000033385128,0.000098216056,0.000010601989,0.99392825,0.0036179253,0.00021924835,0.00038630763,0.00027484403],"about_ca_topic_score_codex":0.000006035295,"about_ca_topic_score_gemma":3.7081037e-7,"teacher_disagreement_score":0.4445913,"about_ca_system_score_codex":0.00017429626,"about_ca_system_score_gemma":0.0000071302893,"threshold_uncertainty_score":0.9999995},"labels":[],"label_agreement":null},{"id":"W2031465639","doi":"10.1139/t09-040","title":"Model for predicting displacement-dependent lateral earth pressure","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":72,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Displacement (psychology); Geology; Monotonic function; Inflection point; Structural engineering; Mechanics; Earth (classical element); Geotechnical engineering; Function (biology); Engineering; Mathematics; Geometry; Physics; Mathematical analysis","score_opus":0.01004454074123925,"score_gpt":0.20400188936066624,"score_spread":0.19395734861942698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031465639","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03558152,0.0005362972,0.9597036,0.0017579059,0.0004973834,0.00051748933,0.000114694856,0.00075563206,0.0005354656],"genre_scores_gemma":[0.9980119,0.00003831024,0.0010298564,0.0001564403,0.000193593,0.000013595187,0.000013009198,0.00003203315,0.0005113009],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987298,0.000009893965,0.00032521572,0.00015636701,0.00019186313,0.00058685034],"domain_scores_gemma":[0.9990447,0.000022651448,0.000029068819,0.00018866404,0.00006629673,0.000648615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027971136,0.0001754817,0.00017921973,0.00014867238,0.00017244293,0.00010518341,0.00022920241,0.00022711798,0.00002831106],"category_scores_gemma":[0.000100556405,0.00017551902,0.00010628953,0.00011156595,0.000010871608,0.00014990525,0.000008596069,0.00054423197,0.0000045840757],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000052666064,0.00000723315,0.000015391437,0.000014922584,0.00001770984,0.000006621719,0.00003186054,0.9930619,0.00055806624,0.00028135857,0.0011341015,0.0048655756],"study_design_scores_gemma":[0.0003389744,0.00007473468,0.00035029644,0.00003872941,0.000030555366,0.00006468652,0.00000408409,0.98862886,0.000062635365,0.0011383295,0.009067949,0.0002001681],"about_ca_topic_score_codex":0.00018036936,"about_ca_topic_score_gemma":0.0009880693,"teacher_disagreement_score":0.96243036,"about_ca_system_score_codex":0.0002397771,"about_ca_system_score_gemma":0.00010049902,"threshold_uncertainty_score":0.71574575},"labels":[],"label_agreement":null},{"id":"W2031672383","doi":"10.1061/(asce)gt.1943-5606.0000874","title":"Vertical-Facing Loads in Steel-Reinforced Soil Walls","year":2012,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Universitat Politècnica de Catalunya","keywords":"Embedment; Geotechnical engineering; Stiffness; Structural engineering; Finite element method; Spall; Compressibility; Bearing capacity; Foundation (evidence); Joint (building); Engineering; Geology","score_opus":0.0040455939155321875,"score_gpt":0.16648933683533812,"score_spread":0.16244374291980593,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031672383","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99275404,0.0010709763,0.005605009,0.000052100295,0.00024798492,0.00007930757,0.0000014975599,0.00010486143,0.000084198924],"genre_scores_gemma":[0.9992504,0.00040422726,0.00015712327,0.000021180264,0.00010982112,0.000004808504,0.0000017203095,0.000035426776,0.000015305233],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99861497,0.00000986622,0.00057627104,0.00009778179,0.00024968304,0.00045143397],"domain_scores_gemma":[0.9994861,0.00007527444,0.000033222088,0.00012980054,0.0000073306087,0.00026827012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036556256,0.00021541641,0.0003244995,0.00017302236,0.000022972097,0.000019338388,0.00012398345,0.00018371608,0.000028569366],"category_scores_gemma":[0.00007544548,0.00020228181,0.00009274404,0.00017076402,0.00003646426,0.00036259185,0.000063323016,0.0005544513,0.0000086781965],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007866466,0.000027614682,0.00009077837,0.000059608716,0.000017278744,0.000008121598,0.00006213107,0.9789473,0.018962987,0.00017051096,0.00001593917,0.0016298523],"study_design_scores_gemma":[0.0008062405,0.00012487684,0.030313032,0.00017135589,0.000033904133,0.00021140547,0.000053359403,0.9558477,0.008813236,0.000022209437,0.0031992442,0.00040345878],"about_ca_topic_score_codex":0.0000042157358,"about_ca_topic_score_gemma":4.0591618e-7,"teacher_disagreement_score":0.030222252,"about_ca_system_score_codex":0.00016270019,"about_ca_system_score_gemma":0.0000040629498,"threshold_uncertainty_score":0.82488126},"labels":[],"label_agreement":null},{"id":"W2031711199","doi":"10.1680/gein.2005.12.5.239","title":"Dilatant stresses at the interface of granular fills and geogrid strip reinforcements","year":2005,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Dilatant; Reinforcement; Geogrid; Geosynthetics; Geotechnical engineering; Materials science; Geology; Composite material","score_opus":0.00512235433564458,"score_gpt":0.228737127058951,"score_spread":0.2236147727233064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031711199","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96364254,0.00084553903,0.030066576,0.00058352196,0.00050325075,0.00013900182,0.00015792488,0.00014733052,0.0039143437],"genre_scores_gemma":[0.9990477,0.00035618103,0.00020390941,0.0000153102,0.00004338934,0.0000057753277,0.000025573865,0.000012150213,0.00029001417],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993996,0.0000057273,0.00020448165,0.00008785025,0.00019429284,0.00010805076],"domain_scores_gemma":[0.9996938,0.00005057126,0.000030413927,0.00014858365,0.00004746246,0.000029183999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009127147,0.00008974447,0.000079757316,0.00004096135,0.000031511423,0.000017912096,0.00016112303,0.000044539345,0.00020436513],"category_scores_gemma":[0.00006857976,0.00007101518,0.000029709214,0.000044999706,0.000052525724,0.000055319964,0.00008616354,0.00008607357,0.000012039166],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005830576,0.000013739039,0.00022736863,0.000019831872,0.000026809708,3.197952e-7,0.00010492362,0.9863036,0.002208183,0.000804468,0.00042024118,0.009864677],"study_design_scores_gemma":[0.00029226104,0.000026231235,0.0021106796,0.00006437405,0.000018963347,0.000010118742,0.000042154217,0.8553899,0.031726476,0.00015356534,0.11000168,0.0001636039],"about_ca_topic_score_codex":0.000009693459,"about_ca_topic_score_gemma":0.000019357556,"teacher_disagreement_score":0.13091372,"about_ca_system_score_codex":0.000046721176,"about_ca_system_score_gemma":0.0000032325436,"threshold_uncertainty_score":0.2895915},"labels":[],"label_agreement":null},{"id":"W2031939832","doi":"10.1139/t01-051","title":"Performance of a test embankment constructed on an organic clayey silt deposit","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Levee; Geotechnical engineering; Pore water pressure; Silt; Geology; Compressibility; Settlement (finance); Lateral earth pressure; Engineering","score_opus":0.005735692992562744,"score_gpt":0.1777422594683409,"score_spread":0.17200656647577817,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031939832","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99506354,0.0000817387,0.0034817935,0.000104105304,0.00019619001,0.00010847211,0.000009757351,0.00022191193,0.0007325072],"genre_scores_gemma":[0.99934924,0.0002071032,0.00021691274,0.00006847531,0.0000905714,0.0000041747253,0.0000071405825,0.00003911207,0.000017268663],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99878174,0.000017617002,0.00039771592,0.00014342881,0.0002226272,0.0004368828],"domain_scores_gemma":[0.99883634,0.00004761145,0.00004299163,0.00027965318,0.00009506867,0.00069835543],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018181551,0.00017733382,0.00021620213,0.0002481061,0.00011243326,0.00003895932,0.00028052495,0.00022510633,0.00023470988],"category_scores_gemma":[0.00014451916,0.00017619117,0.000061895385,0.00041963896,0.000057795132,0.00011274684,0.00001103878,0.0006295902,0.000020532703],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011338455,0.00004361014,0.0025195137,0.000030371719,0.000022175338,0.00007311433,0.000030735493,0.9696332,0.010271454,0.00010071848,0.0002664396,0.01699733],"study_design_scores_gemma":[0.0005415218,0.0007626225,0.035734307,0.00018835551,0.000032490836,0.0012367493,0.000032921456,0.9545508,0.0024342202,0.00008280146,0.003975011,0.00042819424],"about_ca_topic_score_codex":0.0005507273,"about_ca_topic_score_gemma":0.0011474028,"teacher_disagreement_score":0.033214796,"about_ca_system_score_codex":0.00037989212,"about_ca_system_score_gemma":0.00012877713,"threshold_uncertainty_score":0.7184867},"labels":[],"label_agreement":null},{"id":"W2033793070","doi":"10.1007/s12205-013-0181-8","title":"Analytical and experimental approaches to obtain the ultimate strength of reinforced earth elements","year":2013,"lang":"en","type":"article","venue":"KSCE Journal of Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Lateral earth pressure; Geotechnical engineering; Friction angle; Reinforcement; Shear strength (soil); Structural engineering; Overburden pressure; Triaxial shear test; Earth (classical element); Shear (geology); Materials science; Reinforced concrete; Geology; Engineering; Soil water; Composite material; Mathematics","score_opus":0.01952031229658322,"score_gpt":0.20139382230618297,"score_spread":0.18187351000959975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033793070","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95141083,0.00041051966,0.047295924,0.00008136624,0.0001451762,0.00017754691,0.0000019709535,0.000075551645,0.00040109514],"genre_scores_gemma":[0.9978915,0.000024132733,0.0019696713,0.0000065027634,0.000052539486,0.0000081183825,8.303305e-7,0.000025936592,0.000020759024],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990011,0.000009337957,0.00047592857,0.00007354164,0.0002285017,0.0002116215],"domain_scores_gemma":[0.999547,0.00007152733,0.000057613808,0.00013733689,0.00004563403,0.00014087625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024748774,0.00014913346,0.00023896225,0.00013379652,0.000021633903,0.000036606012,0.00015258107,0.000055600427,0.00003588273],"category_scores_gemma":[0.00010690235,0.00011369203,0.00006611872,0.00019835251,0.000018317509,0.00016303359,0.000034749333,0.00020762802,0.000002729967],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000034907243,0.00000938303,0.00005398674,0.000060389386,0.000045843648,9.899551e-7,0.00025539479,0.98610324,0.012180712,0.00057242246,0.000083387895,0.0006307905],"study_design_scores_gemma":[0.0002734965,0.00009656382,0.0017767382,0.00008493971,0.000017165337,0.000019515624,0.00015427252,0.9841015,0.012994784,0.000009669398,0.00034281358,0.00012859238],"about_ca_topic_score_codex":0.000004714467,"about_ca_topic_score_gemma":0.0000017728848,"teacher_disagreement_score":0.04648066,"about_ca_system_score_codex":0.000031628326,"about_ca_system_score_gemma":0.000007739409,"threshold_uncertainty_score":0.46362266},"labels":[],"label_agreement":null},{"id":"W2035174482","doi":"10.1139/t06-053","title":"Evaluation of relative density profiles of sand fill at a reclaimed site","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Nanyang Technological University","keywords":"Relative density; Land reclamation; Geotechnical engineering; Penetration test; Cone penetration test; Compressibility; Bulk density; Geology; Environmental science; Soil science; Soil water; Materials science; Mechanics; Composite material; Geography; Physics; Subgrade","score_opus":0.012162206005982584,"score_gpt":0.20566155824074514,"score_spread":0.19349935223476256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035174482","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9830856,0.0007262868,0.013492078,0.0001162617,0.00015663124,0.00024875428,0.00004654634,0.000089420966,0.0020384674],"genre_scores_gemma":[0.99947745,0.00002410963,0.00036336592,0.0000053271556,0.00005277765,0.0000060821576,0.000018704372,0.000019856785,0.00003232272],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99865705,0.00007031159,0.00044676507,0.00010815914,0.00046884106,0.00024887215],"domain_scores_gemma":[0.9990261,0.00006162294,0.000091288806,0.00017798723,0.00043594372,0.00020702231],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010415262,0.00012076539,0.00022507636,0.00021161724,0.00006996149,0.000009179576,0.00011068413,0.00022277627,0.000121855395],"category_scores_gemma":[0.00039073057,0.00011996841,0.00009688892,0.00029058498,0.00007013659,0.000089136294,0.000014740923,0.00032779065,0.0000058614833],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000047289313,0.000010447245,0.00032283872,0.000024164206,0.000024656298,0.000004442046,0.000028775086,0.9846034,0.011270835,0.00020315491,0.00099181,0.0025107546],"study_design_scores_gemma":[0.00074577366,0.00008681797,0.032190368,0.00017698074,0.0001944568,0.00011743288,0.000010434542,0.93567646,0.023752006,0.005013969,0.0017436508,0.0002916552],"about_ca_topic_score_codex":0.0031451047,"about_ca_topic_score_gemma":0.0039889636,"teacher_disagreement_score":0.04892694,"about_ca_system_score_codex":0.0006609676,"about_ca_system_score_gemma":0.00019814364,"threshold_uncertainty_score":0.489217},"labels":[],"label_agreement":null},{"id":"W2035785388","doi":"10.1061/41098(368)9","title":"Analysis of Seawall Concepts Using Yielding Soil Anchors","year":2010,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Transport Canada","funders":"","keywords":"Seawall; Pile; Geotechnical engineering; Engineering; Civil engineering; Masonry; Geology","score_opus":0.009665210797624585,"score_gpt":0.24247121480135667,"score_spread":0.23280600400373208,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035785388","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90269953,0.000019226885,0.094694026,0.0000039271913,0.00016625188,0.000026946425,0.0000020900854,0.00024933033,0.0021386493],"genre_scores_gemma":[0.998765,0.0000059590852,0.0011574551,0.000004538209,0.000020714762,0.0000013382996,0.000004552982,0.0000120538325,0.000028421098],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995368,0.0000035139208,0.00016373803,0.00008330077,0.0000886555,0.0001239917],"domain_scores_gemma":[0.9997021,0.00003687565,0.00001450324,0.00016564921,0.000034141383,0.000046722347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009372402,0.000074239775,0.00016499912,0.00015808638,0.000016485687,0.000008881942,0.00007057944,0.00009093125,0.00016334411],"category_scores_gemma":[0.00004863038,0.00007262364,0.000080089594,0.0006286257,0.000019360637,0.00005189648,0.000011670839,0.00013396496,0.0000016632177],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[2.986444e-7,0.0000041788676,0.0012446302,0.000015630438,0.00008324497,1.9993925e-7,0.000049020797,0.9243831,0.07311822,0.00040048631,0.0000072225935,0.0006937869],"study_design_scores_gemma":[0.00004675622,0.0000037296222,0.0028163178,0.0000043599684,0.000113316346,3.4900145e-7,0.000020009846,0.98948085,0.0072565963,0.000015882986,0.00015509877,0.00008670043],"about_ca_topic_score_codex":0.00006471911,"about_ca_topic_score_gemma":0.00011221884,"teacher_disagreement_score":0.09606541,"about_ca_system_score_codex":0.000012130618,"about_ca_system_score_gemma":0.000004933038,"threshold_uncertainty_score":0.2961506},"labels":[],"label_agreement":null},{"id":"W2040897037","doi":"10.1016/j.geotexmem.2006.09.001","title":"Influence of reinforcement parameters on the seismic response of reduced-scale reinforced soil retaining walls","year":2006,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":239,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Reinforcement; Stiffness; Earthquake shaking table; Structural engineering; Geotechnical engineering; Seismic loading; Displacement (psychology); Geology; Engineering","score_opus":0.00520094605476963,"score_gpt":0.17668085964213204,"score_spread":0.17147991358736242,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040897037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989048,0.00010612438,0.0002172166,0.00011895171,0.000031404874,0.00015471807,0.0000067096316,0.00010057718,0.00035946848],"genre_scores_gemma":[0.99961597,0.000103505714,0.000007807835,0.000026569698,0.00001197662,0.00001589348,0.0000071186237,0.000018074636,0.00019311305],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99902505,0.000028897502,0.00040450893,0.00013619217,0.00019043632,0.00021490871],"domain_scores_gemma":[0.9992306,0.00030384667,0.000076265605,0.00029973907,0.000051976145,0.000037546903],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037736195,0.0001598735,0.0002299196,0.00009625683,0.00005335324,0.000014591418,0.00013157557,0.00009382198,0.000007892054],"category_scores_gemma":[0.00010233784,0.00012272074,0.00006261159,0.00020753866,0.00010429649,0.00006730659,0.000029200448,0.00012297176,0.0000026526122],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006707658,0.000004343182,0.0000034149916,0.00013339797,0.0000118735425,6.3461437e-7,0.00025970442,0.9633327,0.035133325,0.00049026014,0.000027065364,0.0005361633],"study_design_scores_gemma":[0.0002608234,0.00013472143,0.0047622877,0.00018894492,0.000017466915,0.0000042842007,0.00016858992,0.96354663,0.030215135,0.000183525,0.00033679925,0.00018080826],"about_ca_topic_score_codex":0.00017278624,"about_ca_topic_score_gemma":0.0000035339117,"teacher_disagreement_score":0.00491819,"about_ca_system_score_codex":0.000017301702,"about_ca_system_score_gemma":0.000012579212,"threshold_uncertainty_score":0.50044066},"labels":[],"label_agreement":null},{"id":"W2045048723","doi":"10.1139/t06-076","title":"The influence of facing stiffness on the performance of two geosynthetic reinforced soil retaining walls","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":143,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"Ministère de la Défense Nationale","keywords":"Geosynthetics; Geotechnical engineering; Stiffness; Reinforcement; Retaining wall; Mechanically stabilized earth; Structural engineering; Lateral earth pressure; Creep; Limit state design; Engineering; Foundation (evidence); Geology; Materials science; Composite material","score_opus":0.00538240451816759,"score_gpt":0.1784558272598105,"score_spread":0.1730734227416429,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045048723","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979936,0.00008889644,0.0010526751,0.0002624978,0.00008321192,0.00010240915,0.0000052305027,0.00006110162,0.00035041297],"genre_scores_gemma":[0.99977714,0.00006964728,0.000014891227,0.000025092584,0.000046062436,0.000006523528,0.0000011914209,0.000022044831,0.00003742355],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986772,0.000031581523,0.00052311923,0.00009197746,0.00027736323,0.00039879212],"domain_scores_gemma":[0.9990012,0.00029031603,0.00010120689,0.00033042073,0.0001253856,0.00015145297],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006717595,0.00014570121,0.00018640977,0.00011565333,0.00026032605,0.000042073592,0.0004335133,0.0001118014,0.00001106201],"category_scores_gemma":[0.0002963387,0.00009494469,0.00008726801,0.0003066749,0.00015022539,0.00007529894,0.000019374222,0.00064901006,0.000003937377],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000042293386,0.0000016907399,0.000022112088,0.00001836653,0.0000088728475,0.0000025236347,0.000020642092,0.99079,0.0039664647,0.0024598867,0.000044880715,0.0026603322],"study_design_scores_gemma":[0.00018072232,0.00005938217,0.0061193304,0.00027505963,0.000015268562,0.000048973052,0.000028140576,0.98870474,0.0030069759,0.00030304963,0.001096581,0.0001617955],"about_ca_topic_score_codex":0.002509102,"about_ca_topic_score_gemma":0.00078138313,"teacher_disagreement_score":0.0060972185,"about_ca_system_score_codex":0.00016075128,"about_ca_system_score_gemma":0.0001224611,"threshold_uncertainty_score":0.3871732},"labels":[],"label_agreement":null},{"id":"W2045194271","doi":"10.1061/40511(288)23","title":"Performance of Helical Piles with Grouted Shafts","year":2000,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Coanda Research and Development Corporation (Canada)","funders":"","keywords":"Grout; Geotechnical engineering; Foundation (evidence); Stiffness; Structural engineering; Column (typography); Buckling; Corrosion; Bearing capacity; Geology; Engineering; Materials science; Composite material","score_opus":0.0028791736912834524,"score_gpt":0.14815133953203355,"score_spread":0.1452721658407501,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045194271","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9841796,0.00002058329,0.0024738219,0.000008899642,0.000012023736,0.000035680834,8.712868e-7,0.00036606847,0.01290243],"genre_scores_gemma":[0.9991574,0.000051364517,0.0005477156,0.0000051523766,0.000009938287,0.000004502194,0.0000034549582,0.00001115972,0.0002093088],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996941,0.0000018762983,0.00008978806,0.00005272328,0.00007123244,0.000090242705],"domain_scores_gemma":[0.9998522,0.000008712717,0.0000032335333,0.000095259165,0.0000120569,0.00002855008],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000024144654,0.000057319732,0.000075551936,0.000019171168,0.000008942002,0.0000031032876,0.000045542547,0.000036296617,0.00031744852],"category_scores_gemma":[0.000002321482,0.000043870023,0.0000123733025,0.0001223836,0.000014603454,0.000042799773,0.0000025488916,0.000050878545,0.000023143954],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000073894253,0.000009291397,0.0003833888,0.000045077526,0.0000052335304,2.4670913e-7,0.000021709451,0.9866196,0.00055492605,0.00008821597,0.000041725045,0.012223198],"study_design_scores_gemma":[0.00015248725,0.00007941354,0.01637739,0.000025925878,0.0000040692958,0.0000033563215,0.0000038756793,0.979672,0.0023906701,0.000004752849,0.0011951714,0.00009085888],"about_ca_topic_score_codex":0.0000059619524,"about_ca_topic_score_gemma":0.000002465212,"teacher_disagreement_score":0.015994,"about_ca_system_score_codex":0.00000766978,"about_ca_system_score_gemma":0.00000226475,"threshold_uncertainty_score":0.34758386},"labels":[],"label_agreement":null},{"id":"W2045510133","doi":"10.1061/41165(397)12","title":"Steel Fibers Reinforced Grouted and Fiber Reinforced Polymer Helical Screw Piles—A New Dimension for Deep Foundations Seismic Performance","year":2011,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario; Western University","funders":"","keywords":"Pile; Structural engineering; Materials science; Fibre-reinforced plastic; Fiber; Geotechnical engineering; Composite material; Geology; Engineering","score_opus":0.016626544834917534,"score_gpt":0.19985176291659812,"score_spread":0.18322521808168057,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045510133","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41534674,0.0001661399,0.57629704,0.00007194016,0.00023963058,0.0006029652,0.000004995778,0.0012936039,0.005976918],"genre_scores_gemma":[0.98446244,0.00007930407,0.004958804,0.00008347551,0.00005165101,0.000045313674,0.00007168258,0.000052798834,0.010194524],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990746,0.000005654553,0.00030646496,0.00019551959,0.000106144784,0.00031166404],"domain_scores_gemma":[0.9994392,0.00005675231,0.000026860462,0.00024549387,0.000048184178,0.0001835061],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000086663735,0.00020280383,0.00018491622,0.00009645929,0.00010429219,0.000030610205,0.00009319378,0.00016462522,0.00021173141],"category_scores_gemma":[0.000039363575,0.0001917571,0.000060824867,0.00018489065,0.000032539632,0.00026889404,0.000033604785,0.00013284355,0.000047053974],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000065354114,0.000007038533,0.000032098334,0.00020072481,0.00005785586,3.982228e-7,0.0006326016,0.96665466,0.0036005173,0.01116436,0.0008157541,0.016768662],"study_design_scores_gemma":[0.0006360105,0.00010300275,0.000964539,0.00003655555,0.000028575821,0.0000066399352,0.000032271582,0.99020046,0.005636447,0.000026913624,0.0020490328,0.00027953787],"about_ca_topic_score_codex":0.000061504754,"about_ca_topic_score_gemma":0.000006790097,"teacher_disagreement_score":0.57133824,"about_ca_system_score_codex":0.000045463115,"about_ca_system_score_gemma":0.000018175519,"threshold_uncertainty_score":0.7819628},"labels":[],"label_agreement":null},{"id":"W2045707322","doi":"10.1061/(asce)gm.1943-5622.0000175","title":"Mode of Failure of a Group of Stone Columns in Soft Soil","year":2013,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":87,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada); Concordia University","funders":"","keywords":"Shearing (physics); Column (typography); Structural engineering; Failure mode and effects analysis; Geotechnical engineering; Parametric statistics; Punching; Group (periodic table); Engineering; Mathematics; Mechanical engineering","score_opus":0.0040442720571176255,"score_gpt":0.2014330470777801,"score_spread":0.19738877502066246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045707322","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7622198,0.00014165156,0.23715357,0.00007277213,0.0002886218,0.000056390185,0.000013169205,0.000012436892,0.00004158247],"genre_scores_gemma":[0.99837506,0.000114365466,0.0014532497,0.000004098886,0.000028805316,0.0000016317179,0.0000033749425,0.00001290038,0.0000064876663],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998948,0.000009047439,0.00056347455,0.000047159152,0.0003460104,0.000086359636],"domain_scores_gemma":[0.9992084,0.0000488743,0.00020402427,0.000081562976,0.0004214571,0.000035687775],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015571217,0.00007286708,0.00023149065,0.00020298337,0.0000035217236,0.000005399474,0.0002591189,0.000082116494,0.00007729453],"category_scores_gemma":[0.000099061814,0.000075523625,0.00008803071,0.00012532088,0.0000141503815,0.00013106436,0.00002868941,0.00015852174,0.0000016191514],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011293739,0.00007649975,0.000107996806,0.0000655033,0.000064820786,0.000002223085,0.00022085212,0.92131364,0.07350248,0.0010597563,0.00007701233,0.0034978904],"study_design_scores_gemma":[0.0007619673,0.0001419849,0.0010433967,0.00029260805,0.000014577888,0.000025031963,0.00017876478,0.97996503,0.010769857,0.0065506804,0.0001530359,0.00010305556],"about_ca_topic_score_codex":0.00016325536,"about_ca_topic_score_gemma":0.00009724225,"teacher_disagreement_score":0.23615529,"about_ca_system_score_codex":0.0000497953,"about_ca_system_score_gemma":0.000021109307,"threshold_uncertainty_score":0.30797642},"labels":[],"label_agreement":null},{"id":"W2046694398","doi":"10.1139/t01-090","title":"Construction over organic soils in an urban environment: four case histories","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Settlement (finance); Human settlement; Peat; Soil water; Foundation (evidence); Geotechnical engineering; Levelling; Civil engineering; Environmental science; Engineering; Geology; Mining engineering; Archaeology; Waste management; Geography; Soil science; Computer science","score_opus":0.009830551540335384,"score_gpt":0.1630848714056386,"score_spread":0.15325431986530322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046694398","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9671034,0.0012648506,0.02873646,0.00046148378,0.0010020998,0.00024509238,0.0000268964,0.00053755904,0.00062213925],"genre_scores_gemma":[0.99923235,0.00012839361,0.00033442766,0.000043328047,0.00016312832,0.0000064576047,0.000003578393,0.000043785494,0.000044549048],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988191,0.000031773434,0.00035216432,0.0001718769,0.00015670083,0.00046839847],"domain_scores_gemma":[0.99899846,0.000022961372,0.00003075554,0.00024140795,0.000021001713,0.00068542344],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00017180831,0.00017976161,0.00018572218,0.0003010287,0.00013445663,0.00007092068,0.00015427894,0.00027888018,0.0010685638],"category_scores_gemma":[0.00006952442,0.0002012887,0.0000569664,0.00025054725,0.000071544324,0.00025666947,0.000010682997,0.00077194144,0.000032732212],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000020537395,0.000027377186,0.0008706372,0.000021161319,0.000016113536,0.0031194864,0.00025814687,0.97970396,0.00071453804,0.00054249715,0.0017581912,0.01296584],"study_design_scores_gemma":[0.000686369,0.000123449,0.0023128805,0.00004473372,0.000029350567,0.014277352,0.00011809776,0.9247863,0.00005885719,0.00047148755,0.056429327,0.0006617778],"about_ca_topic_score_codex":0.00086286024,"about_ca_topic_score_gemma":0.005133254,"teacher_disagreement_score":0.054917637,"about_ca_system_score_codex":0.0011890327,"about_ca_system_score_gemma":0.000037859787,"threshold_uncertainty_score":0.9998446},"labels":[],"label_agreement":null},{"id":"W2046757281","doi":"10.1139/t06-052","title":"The ultimate pullout capacity of anchors in frictional soils","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":291,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Limit analysis; Finite element method; Geotechnical engineering; Upper and lower bounds; Displacement (psychology); Structural engineering; Numerical analysis; Limit (mathematics); Safety factor; Ultimate load; Factor of safety; Engineering; Geology; Mathematics; Mathematical analysis","score_opus":0.006353471111786464,"score_gpt":0.1738567542173803,"score_spread":0.16750328310559384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046757281","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95295376,0.0011684269,0.040159523,0.0010788548,0.0008369424,0.00027039618,0.000051093226,0.00030264814,0.0031783546],"genre_scores_gemma":[0.99956346,0.00008394091,0.00018294911,0.00001302239,0.00010440873,0.0000068217682,0.000002911032,0.000018248333,0.000024264538],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988765,0.000022110951,0.00041967825,0.00008791001,0.00018312762,0.00041064073],"domain_scores_gemma":[0.9994899,0.00007180941,0.000036655183,0.00012761573,0.00006269307,0.00021133336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040252449,0.00011515528,0.00014728383,0.00017436214,0.00013252576,0.00004241801,0.0002161008,0.00016613942,0.000023948076],"category_scores_gemma":[0.00011694988,0.00009542887,0.00007816331,0.00033270975,0.0000615118,0.00007161155,0.000008191799,0.0006068395,0.0000061680594],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000015389799,0.000006786911,0.00021227743,0.000008122482,0.000005188432,0.000008970498,0.000008302675,0.9939718,0.0007303589,0.0024099327,0.0010096004,0.001627099],"study_design_scores_gemma":[0.0004151359,0.00003711376,0.07963007,0.000088956425,0.000012323616,0.00018326528,0.000026645464,0.8765683,0.00045447066,0.008198397,0.034064904,0.00032037712],"about_ca_topic_score_codex":0.008317382,"about_ca_topic_score_gemma":0.01755065,"teacher_disagreement_score":0.11740348,"about_ca_system_score_codex":0.00035511528,"about_ca_system_score_gemma":0.00009449015,"threshold_uncertainty_score":0.9982863},"labels":[],"label_agreement":null},{"id":"W2048857646","doi":"10.1016/j.geotexmem.2004.03.003","title":"Lateral and axial deformation of PP, HDPE and PET geogrids under tensile load","year":2004,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":98,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"High-density polyethylene; Materials science; Composite material; Geogrid; Ultimate tensile strength; Polyolefin; Strain rate; Polypropylene; Polyethylene; Stiffness; Deformation (meteorology); Extensometer; Tensile testing; Rheology; Strain (injury); Reinforcement","score_opus":0.003869780324707966,"score_gpt":0.17113030522504272,"score_spread":0.16726052490033474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2048857646","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978671,0.0013462048,0.00020025007,0.000080649304,0.00007294778,0.00008166413,0.000009827595,0.00012530052,0.00021602254],"genre_scores_gemma":[0.9989258,0.000945631,0.000028957367,0.000023594006,0.000030914092,0.00000433664,0.000013220078,0.000013208776,0.000014334384],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99944735,0.0000033247015,0.00017352382,0.000118457414,0.00009823872,0.00015913155],"domain_scores_gemma":[0.9997765,0.000016084161,0.00001884603,0.00008726023,0.000036085712,0.00006525028],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007693815,0.00012680495,0.00016626746,0.000037608716,0.00005680089,0.00003433422,0.00003058833,0.00007030803,0.000007471961],"category_scores_gemma":[0.000007892655,0.00011323657,0.000020155858,0.0000690153,0.000078077195,0.00015404445,0.000028872797,0.00007993584,0.0000017907159],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000064710184,0.000008300918,0.00002859243,0.00029569457,0.000013168449,0.0000018161022,0.00032482095,0.99206233,0.0014638053,0.0032753302,0.0000055410833,0.0025141195],"study_design_scores_gemma":[0.0035113278,0.00032784799,0.0965445,0.00033395036,0.00010552239,0.00045672967,0.00070049934,0.8724061,0.0011515258,0.018664163,0.0047722952,0.0010255486],"about_ca_topic_score_codex":0.00025175457,"about_ca_topic_score_gemma":0.00005469411,"teacher_disagreement_score":0.11965624,"about_ca_system_score_codex":0.000014003157,"about_ca_system_score_gemma":0.000006747939,"threshold_uncertainty_score":0.46176535},"labels":[],"label_agreement":null},{"id":"W2049196405","doi":"10.1680/gein.2007.14.3.165","title":"Experimental investigation of EPS geofoam seismic buffers using shaking table tests","year":2007,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":119,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Earthquake shaking table; Stiffness; Structural engineering; Geotechnical engineering; Seismic loading; Geosynthetics; Dynamic load testing; Dynamic loading; Reduction (mathematics); Materials science; Engineering","score_opus":0.015831622888238524,"score_gpt":0.24470491659429705,"score_spread":0.22887329370605852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2049196405","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85249007,0.00008752365,0.14484693,0.00001775396,0.0006498957,0.00006446069,0.000012027475,0.00016818075,0.0016631798],"genre_scores_gemma":[0.9965906,0.0000068181325,0.0032261675,0.0000148490535,0.000081650265,0.0000028373329,0.000021005813,0.000027456626,0.000028581862],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911636,0.0000062371564,0.00029818297,0.00012343281,0.00025702437,0.0001987714],"domain_scores_gemma":[0.9996299,0.000058867434,0.000048708203,0.00012403146,0.00008049603,0.000057979993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002492642,0.000116485906,0.00010740317,0.00014620926,0.000034108496,0.00001890973,0.00015259004,0.00007910139,0.00005394478],"category_scores_gemma":[0.000089171015,0.00013414094,0.000041079245,0.00014953542,0.000047015903,0.00010460468,0.000038033126,0.000116933305,0.000005784922],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000037670336,0.00001607855,0.000629613,0.00001850179,0.000016356258,0.0000015256574,0.00016462215,0.8408747,0.15630177,0.0010670598,0.000025067608,0.00088098453],"study_design_scores_gemma":[0.00011157132,0.0000141280525,0.001742335,0.000070699025,0.000006960445,0.000011454651,0.000070509115,0.8408273,0.15616281,0.00027159232,0.0005769884,0.00013363647],"about_ca_topic_score_codex":0.000040296873,"about_ca_topic_score_gemma":0.0000033539163,"teacher_disagreement_score":0.14410059,"about_ca_system_score_codex":0.00016295853,"about_ca_system_score_gemma":0.000013581089,"threshold_uncertainty_score":0.5470109},"labels":[],"label_agreement":null},{"id":"W2050201801","doi":"10.1680/gein.9.0224","title":"Global Level of Safety and Performance of Geosynthetic Walls: An Historical Perspective","year":2002,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":81,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetics; Reinforcement; Stiffness; Geotechnical engineering; Foundation (evidence); Structural engineering; Engineering","score_opus":0.028159278900193582,"score_gpt":0.22663024785956257,"score_spread":0.198470968959369,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050201801","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.954819,0.0006191969,0.028762966,0.00020133553,0.00066538696,0.000101909856,0.00019653872,0.00015787059,0.014475756],"genre_scores_gemma":[0.9987387,0.00035394778,0.00073400995,0.0000028724894,0.000028006785,0.0000021253122,0.000004421408,0.0000114729855,0.00012444642],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99928284,0.000009721707,0.00025744867,0.00012297998,0.00021659335,0.000110391244],"domain_scores_gemma":[0.9996001,0.000028051856,0.000039335955,0.00014177202,0.00014104237,0.00004968799],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009136871,0.00009956223,0.0001492595,0.00006204646,0.000018001807,0.0000056252948,0.00015173116,0.000074523545,0.00011248014],"category_scores_gemma":[0.00008744723,0.00010413488,0.000046361587,0.00009409341,0.000053425403,0.00007600297,0.000029729523,0.00007562321,0.0000032944763],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006647279,0.00030114074,0.0025794914,0.00014807853,0.00011591127,0.000001889087,0.0010172625,0.9059575,0.0008625508,0.037672136,0.0001380909,0.05113947],"study_design_scores_gemma":[0.00020276221,0.00010735466,0.01156814,0.000038824375,0.000016188924,0.000015903792,0.000049256087,0.9850682,0.00027266337,0.0004162078,0.0021120533,0.0001324287],"about_ca_topic_score_codex":0.000048532165,"about_ca_topic_score_gemma":0.00001656319,"teacher_disagreement_score":0.07911071,"about_ca_system_score_codex":0.00030239718,"about_ca_system_score_gemma":0.0000045186603,"threshold_uncertainty_score":0.42464972},"labels":[],"label_agreement":null},{"id":"W2050232513","doi":"10.1680/gein.2012.19.1.39","title":"Interpretation of laboratory creep testing for reliability-based analysis and load and resistance factor design (LRFD) calibration","year":2012,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"","keywords":"Creep; Limit state design; Structural engineering; Reliability (semiconductor); Ultimate tensile strength; Geosynthetics; Geotechnical engineering; Engineering; Calibration; Mathematics; Statistics; Materials science; Composite material","score_opus":0.013154861337876219,"score_gpt":0.2247874050576656,"score_spread":0.21163254371978937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050232513","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18230094,0.00014674141,0.8170598,0.000034916084,0.00011258278,0.00010525778,0.00007951999,0.000079212536,0.000081023216],"genre_scores_gemma":[0.95032096,0.0000082609,0.04957165,0.000007875028,0.00002696977,0.000021677912,0.000021219203,0.000012806079,0.000008569198],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999391,0.000021532698,0.0002197137,0.00011102224,0.00014935397,0.00010733989],"domain_scores_gemma":[0.9992299,0.00036706618,0.000049171867,0.00009861973,0.00020799355,0.000047231024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030050243,0.00008885753,0.00012311291,0.00011425152,0.000026174903,0.000021651638,0.000054828015,0.000067540015,0.000007864338],"category_scores_gemma":[0.0007276293,0.000093850584,0.000030196625,0.00018946642,0.000037601807,0.00013251163,0.000011425811,0.000057302248,2.1959258e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049134633,0.000043837164,0.009230316,0.00021281459,0.000110100016,9.5080246e-8,0.00045174474,0.97264326,0.011423727,0.0013604552,0.000021607022,0.004452887],"study_design_scores_gemma":[0.00013436232,0.000018518187,0.007505149,0.000028784123,0.000061974024,1.7484508e-7,0.00001516654,0.98608315,0.0055703456,0.00032338247,0.00016355504,0.000095451076],"about_ca_topic_score_codex":0.0000050803646,"about_ca_topic_score_gemma":0.000010316975,"teacher_disagreement_score":0.76802003,"about_ca_system_score_codex":0.000060008882,"about_ca_system_score_gemma":0.000015350217,"threshold_uncertainty_score":0.3827116},"labels":[],"label_agreement":null},{"id":"W2050525356","doi":"10.1139/t01-103","title":"Seismic passive earth pressure coefficients using the method of characteristics","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Acceleration; Geotechnical engineering; Geology; Earth (classical element); Magnitude (astronomy); Retaining wall; Peak ground acceleration; Mechanics; Seismology; Mathematics; Physics; Ground motion","score_opus":0.013817525715749686,"score_gpt":0.21472346105548168,"score_spread":0.200905935339732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050525356","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.028291753,0.00047458816,0.9698202,0.0003291171,0.00048761544,0.00017068829,0.000059896014,0.0001305946,0.00023553324],"genre_scores_gemma":[0.99854165,0.00007939993,0.0011043759,0.00006546623,0.00011173213,0.000002545344,0.0000022531638,0.00003105195,0.00006153792],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99891156,0.000047838952,0.0003547044,0.00010628015,0.00020749944,0.0003721244],"domain_scores_gemma":[0.99917716,0.000067969,0.000063918436,0.00024361967,0.00010402409,0.00034330596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024618336,0.00014226224,0.00021001029,0.00013790539,0.0001462111,0.00004638745,0.00029329126,0.00018819887,0.00015283929],"category_scores_gemma":[0.00018202137,0.00011433859,0.00009513637,0.00030999593,0.00006063408,0.000058659985,0.000018099076,0.0006640556,0.000007323114],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[7.329791e-7,0.0000073500632,0.000014880438,0.000017703482,0.000027384936,0.000009563362,0.000052339423,0.9890315,0.00055402855,0.00007507006,0.00043112008,0.00977831],"study_design_scores_gemma":[0.000108561726,0.000021009095,0.00062660367,0.00004550328,0.000043524615,0.0002207285,0.00001659102,0.96318936,0.00016889979,0.00005034614,0.035381988,0.00012689206],"about_ca_topic_score_codex":0.0004980925,"about_ca_topic_score_gemma":0.00008318664,"teacher_disagreement_score":0.9702499,"about_ca_system_score_codex":0.000088086286,"about_ca_system_score_gemma":0.000048787722,"threshold_uncertainty_score":0.46625924},"labels":[],"label_agreement":null},{"id":"W2051290467","doi":"10.1139/cgj-2014-0249","title":"Shear behaviour of sandy silt treated with lignosulfonate","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Department of Transport and Main Roads, Queensland Government; Australian Research Council","keywords":"Geotechnical engineering; Silt; Subgrade; Lime; Soil water; Triaxial shear test; Levee; Pore water pressure; Soil stabilization; Gypsum; Environmental science; Asphalt; Shear (geology); Geology; Materials science; Composite material; Soil science; Metallurgy","score_opus":0.005072889421986121,"score_gpt":0.1726622665736496,"score_spread":0.1675893771516635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051290467","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8760084,0.00028363196,0.119407386,0.00036760163,0.00023460532,0.00024082257,0.000031816064,0.0005944624,0.002831286],"genre_scores_gemma":[0.99935025,0.0000360787,0.00042034118,0.00003476549,0.00007100576,0.0000051146812,0.0000066807147,0.00004278064,0.000032968277],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989386,0.000024280876,0.00031733722,0.00012440636,0.00019744097,0.00039791458],"domain_scores_gemma":[0.99899626,0.000040082607,0.000039088103,0.00022664612,0.00009828555,0.0005996138],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025127575,0.00016640758,0.00024619105,0.00022844959,0.00007456446,0.000034401095,0.00021146414,0.00020690575,0.00006843948],"category_scores_gemma":[0.000092586866,0.00014355063,0.00007369983,0.00031498456,0.00006136283,0.00007530944,0.000008596694,0.00051261956,0.000010294494],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006017074,0.000012505739,0.0007208286,0.000020029533,0.000022386603,0.000027153073,0.000015231322,0.99181384,0.0006654691,0.00037655645,0.00062224834,0.005697752],"study_design_scores_gemma":[0.0018678547,0.0009447813,0.059670538,0.00044035044,0.00016657231,0.0010026046,0.000047894144,0.89214325,0.0040395427,0.0007351725,0.037827507,0.0011139357],"about_ca_topic_score_codex":0.002067661,"about_ca_topic_score_gemma":0.0010540852,"teacher_disagreement_score":0.12334187,"about_ca_system_score_codex":0.00016201191,"about_ca_system_score_gemma":0.000082129955,"threshold_uncertainty_score":0.58538246},"labels":[],"label_agreement":null},{"id":"W2051828723","doi":"10.1139/t04-063","title":"Design methods for geosynthetic anchor trenches on the basis of true scale experiments and discrete element modelling","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Slippage; Geotechnical engineering; Geosynthetics; Discrete element method; Anchoring; Tension (geology); Structural engineering; Deformation (meteorology); Scale (ratio); Geology; Finite element method; Engineering; Mechanics; Materials science; Ultimate tensile strength","score_opus":0.0328550331232497,"score_gpt":0.2638659536782474,"score_spread":0.2310109205549977,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051828723","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.017789967,0.00044660846,0.98067456,0.00061549374,0.00009430003,0.0002762892,0.000010504485,0.00005326152,0.00003902154],"genre_scores_gemma":[0.9483152,0.00014298558,0.051360518,0.000047985563,0.000042535263,0.000051883322,0.0000017381707,0.000031381274,0.000005786917],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99902946,0.00004636775,0.00032232355,0.00013964021,0.00011711893,0.0003450701],"domain_scores_gemma":[0.99921787,0.00019369985,0.000038987855,0.0001939612,0.000040963274,0.00031450202],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007056496,0.00015638125,0.00020233636,0.00013559699,0.00015018997,0.000041884246,0.00018067074,0.00012923013,0.00001688621],"category_scores_gemma":[0.000106200234,0.000118873795,0.000085882806,0.00013951781,0.0000602277,0.000050273244,0.000010483933,0.00029297816,7.593804e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006196041,0.000007640743,5.974189e-7,0.000013075147,0.000019359994,9.411098e-7,0.00009573677,0.98575586,0.0014812719,0.0005840927,0.000031746786,0.012003462],"study_design_scores_gemma":[0.00031844803,0.00014858347,0.00002616109,0.00010909745,0.000029403545,0.000020763238,0.00006730171,0.9755008,0.017566312,0.004736051,0.0013070882,0.00016998172],"about_ca_topic_score_codex":0.00038653062,"about_ca_topic_score_gemma":0.00008177447,"teacher_disagreement_score":0.93052524,"about_ca_system_score_codex":0.00023577423,"about_ca_system_score_gemma":0.00007411704,"threshold_uncertainty_score":0.48475328},"labels":[],"label_agreement":null},{"id":"W2052026302","doi":"10.1680/gein.8.0194","title":"Influence of Creep and Stress-Relaxation of Geosynthetic Reinforcement on Embankment Behaviour","year":2001,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Reinforcement; Creep; Geosynthetics; Stiffness; Geotechnical engineering; Viscoelasticity; Materials science; Stress (linguistics); Polypropylene; Stress relaxation; Relaxation (psychology); Structural engineering; Composite material; Engineering","score_opus":0.005775769844554066,"score_gpt":0.20719738694020903,"score_spread":0.20142161709565498,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052026302","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9908196,0.000036509784,0.007135518,0.000049915943,0.00011958984,0.00008927506,0.000035696605,0.000059304235,0.0016546092],"genre_scores_gemma":[0.99952185,0.00022422615,0.00014255446,0.0000058183527,0.000014961658,0.000009425517,0.000023032044,0.00001290076,0.000045233624],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992003,0.000006805151,0.00030725895,0.00010297535,0.0002796198,0.00010305512],"domain_scores_gemma":[0.99960196,0.00004162071,0.00006834197,0.00015215765,0.00010006155,0.00003586027],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009825332,0.00009986331,0.00011545093,0.0001179028,0.000015073551,0.0000074700956,0.00012094867,0.00006325665,0.000054306107],"category_scores_gemma":[0.00008711577,0.00010231933,0.00003323514,0.00007146737,0.000044388347,0.000049878818,0.00002968155,0.00008342069,0.0000034215336],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009405848,0.000039395047,0.0018517964,0.000028742854,0.000016120752,6.944311e-7,0.000102772035,0.99020547,0.0016110494,0.0036830017,0.0000053262706,0.0024462547],"study_design_scores_gemma":[0.000497057,0.00019814077,0.09254943,0.00037864703,0.000037711925,0.000011197619,0.000080456826,0.8801715,0.024106529,0.0007776165,0.0009267505,0.00026501433],"about_ca_topic_score_codex":0.000023182565,"about_ca_topic_score_gemma":0.000005261001,"teacher_disagreement_score":0.11003399,"about_ca_system_score_codex":0.000043250704,"about_ca_system_score_gemma":0.000005559029,"threshold_uncertainty_score":0.41724613},"labels":[],"label_agreement":null},{"id":"W2052888314","doi":"10.1139/t01-059","title":"Combined effects of reinforcement and prefabricated vertical drains on embankment performance","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Core Research for Evolutional Science and Technology; Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Levee; Consolidation (business); Reinforcement; Engineering; Shear strength (soil); Soil stabilization; Slope stability; Foundation (evidence); Structural engineering; Soil water; Geology","score_opus":0.005169300984368489,"score_gpt":0.17582898303561464,"score_spread":0.17065968205124615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052888314","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9832152,0.00014733095,0.014716757,0.00030260862,0.00023068143,0.00022800293,0.0000014105266,0.00016512923,0.0009928945],"genre_scores_gemma":[0.99939567,0.0003719953,0.00004557553,0.00008242325,0.000034901124,0.000009293278,0.0000032609496,0.000021334941,0.0000355326],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99901485,0.000014394855,0.00030495157,0.00010989852,0.00019278254,0.00036309447],"domain_scores_gemma":[0.9991753,0.000058158763,0.00001885198,0.0001714397,0.000043761076,0.0005325033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014647485,0.00014434896,0.00019216407,0.00018519054,0.00008121483,0.000024784651,0.00013580754,0.00014725288,0.000027677908],"category_scores_gemma":[0.00012224456,0.0001351282,0.000046714813,0.00022198448,0.000054960394,0.0000608087,0.000014917958,0.0004183082,0.0000074223167],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001974213,0.000026575628,0.00016240247,0.00009217781,0.00003150897,0.00004091217,0.000037047674,0.9881928,0.0012007494,0.0005968049,0.00045981063,0.009139463],"study_design_scores_gemma":[0.00093542034,0.0008161751,0.023882957,0.0002615728,0.000031934385,0.00010867005,0.0000071172285,0.9654134,0.002109176,0.00013095983,0.0060259923,0.00027660694],"about_ca_topic_score_codex":0.00019225833,"about_ca_topic_score_gemma":0.00004922771,"teacher_disagreement_score":0.023720555,"about_ca_system_score_codex":0.00025711456,"about_ca_system_score_gemma":0.000054559343,"threshold_uncertainty_score":0.5510368},"labels":[],"label_agreement":null},{"id":"W2053682309","doi":"10.1520/gtj102491","title":"A Geosynthetic Modular Block Connection Creep Test Apparatus, Methodology, and Interpretation","year":2010,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"","keywords":"Creep; Modular design; Connection (principal bundle); Test (biology); Block (permutation group theory); Computer science; Geosynthetics; Geotechnical engineering; Structural engineering; Reduction (mathematics); Test data; Protocol (science); Test method; Engineering; Geology; Materials science; Mathematics; Geometry","score_opus":0.02335551382729728,"score_gpt":0.24209104765723818,"score_spread":0.2187355338299409,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053682309","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6239948,0.0001756251,0.37360245,0.00014375967,0.00054228393,0.00013116337,0.0000028398738,0.001048463,0.0003586017],"genre_scores_gemma":[0.97279626,0.0000325473,0.02689007,0.000021634332,0.00019518987,0.000012247275,0.000002195182,0.00004011674,0.000009749399],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99881166,0.00005510339,0.00041852103,0.00021218557,0.00017067872,0.0003318417],"domain_scores_gemma":[0.9982705,0.001123385,0.000072919196,0.00021021666,0.00012654145,0.000196436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010881261,0.00020080224,0.0002505858,0.00014953785,0.00017285712,0.00010707691,0.00015951214,0.00031497315,0.000015460595],"category_scores_gemma":[0.0074781287,0.00019329386,0.000063317624,0.00030980748,0.00012714243,0.00013645572,0.00004743267,0.0015185642,0.00000880293],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005528333,0.000029908791,0.00017201422,0.000037806793,0.000015866932,0.000010215827,0.00004092106,0.79446447,0.16046222,0.00027119194,0.000049543905,0.044440325],"study_design_scores_gemma":[0.00022563354,0.0001221551,0.0035971599,0.00007202486,0.000034588866,0.0017626885,0.000015396721,0.98891413,0.00096161646,0.0032741702,0.00078435265,0.00023605442],"about_ca_topic_score_codex":0.000008148987,"about_ca_topic_score_gemma":0.000004824985,"teacher_disagreement_score":0.34880143,"about_ca_system_score_codex":0.000036731533,"about_ca_system_score_gemma":0.00001755501,"threshold_uncertainty_score":0.89525586},"labels":[],"label_agreement":null},{"id":"W2054316417","doi":"10.1520/jte11961","title":"Evaluation of Permeability of Tire Shreds Under Vertical Loading","year":2005,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; Golder Associates (Canada); Toronto Metropolitan University","funders":"","keywords":"Leachate; Permeability (electromagnetism); Materials science; Drainage; Overburden pressure; Geotechnical engineering; Overburden; Composite material; Environmental science; Geology; Waste management; Engineering; Chemistry","score_opus":0.07165203414905605,"score_gpt":0.3047191606986034,"score_spread":0.23306712654954734,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2054316417","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9953004,0.0007404513,0.00333182,0.00005527382,0.000088855304,0.000079933176,4.1873372e-7,0.0000194969,0.00038334937],"genre_scores_gemma":[0.9985558,0.000015693848,0.0013508343,0.0000019722236,0.0000649053,0.0000013727392,8.6412985e-7,0.000007936796,6.654051e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985729,0.000088308174,0.00047046205,0.00005695623,0.0007343199,0.00007707571],"domain_scores_gemma":[0.99849725,0.00019952783,0.000095582065,0.00007857112,0.0010883159,0.00004073659],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0045607304,0.00006556797,0.00015762771,0.00008892922,0.000021606418,0.000008591126,0.000044122873,0.000063055275,0.000025534186],"category_scores_gemma":[0.0031980204,0.000060026607,0.000038613347,0.00015722314,0.000026728103,0.00015362905,0.000007631381,0.000110797024,4.7144127e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003519103,0.000020153475,0.00042434756,0.000043733173,0.0000146243665,2.6263999e-8,0.000112582595,0.76907575,0.015513254,0.000012905743,0.000006781945,0.2147723],"study_design_scores_gemma":[0.0004605947,0.000091424205,0.03858098,0.0001762121,0.0002217101,0.0000117285545,0.000051037652,0.95649165,0.0030302682,0.00082990836,0.0000030614556,0.00005139462],"about_ca_topic_score_codex":0.0000040845316,"about_ca_topic_score_gemma":0.0000018568943,"teacher_disagreement_score":0.2147209,"about_ca_system_score_codex":0.00015647472,"about_ca_system_score_gemma":0.00005656127,"threshold_uncertainty_score":0.382856},"labels":[],"label_agreement":null},{"id":"W2054693088","doi":"10.1139/t08-078","title":"Analytical active earth thrust on cantilever walls with short heel","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Thrust; Lateral earth pressure; Cantilever; Degree Rankine; Wedge (geometry); Retaining wall; Heel; Coulomb; Position (finance); Geology; Mechanics; Structural engineering; Geotechnical engineering; Mathematics; Geometry; Engineering; Physics; Mechanical engineering","score_opus":0.012713845964084449,"score_gpt":0.19100438063847633,"score_spread":0.17829053467439188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2054693088","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.910579,0.0002155809,0.06555424,0.0021917934,0.00093496364,0.0006392483,0.00011050935,0.0013912156,0.01838342],"genre_scores_gemma":[0.9991003,0.000082285806,0.0002304796,0.00018236334,0.00019387944,0.000007830423,0.000008306998,0.000057911682,0.00013658674],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99843794,0.000021242391,0.00028799416,0.00021852531,0.00036525825,0.0006690673],"domain_scores_gemma":[0.9984564,0.000034278855,0.00001848263,0.00028618047,0.00009591784,0.0011087484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013436814,0.00025478497,0.00028266944,0.0002890112,0.00023367985,0.00004496737,0.00024903502,0.00027328634,0.000117927666],"category_scores_gemma":[0.00008377432,0.00021595022,0.00010584081,0.0004013431,0.000075191354,0.0001298029,0.0000123431055,0.001244489,0.000056556066],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001752807,0.000019426896,0.00012101321,0.0000072367825,0.00005402968,0.0005629477,0.000032243042,0.9907506,0.000056763667,0.00024170894,0.003217891,0.0049185753],"study_design_scores_gemma":[0.0009978014,0.0007134565,0.05748669,0.00026393434,0.00009569013,0.004771668,0.00013520192,0.8596059,0.0008728783,0.000118018776,0.07352655,0.0014121787],"about_ca_topic_score_codex":0.0009660947,"about_ca_topic_score_gemma":0.0019902475,"teacher_disagreement_score":0.1311447,"about_ca_system_score_codex":0.0004104101,"about_ca_system_score_gemma":0.0003003416,"threshold_uncertainty_score":0.88061947},"labels":[],"label_agreement":null},{"id":"W2056050521","doi":"10.1080/09593330801987566","title":"USE OF SHREDDED TIRE CHIPS AND TIRE CRUMBS AS PACKING MEDIA IN TRICKLING FILTER SYSTEMS FOR LANDFILL LEACHATE TREATMENT","year":2008,"lang":"en","type":"article","venue":"Environmental Technology","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; Golder Associates (Canada)","funders":"","keywords":"Trickling filter; Leachate; Waste management; Environmental science; Chemical oxygen demand; Clogging; Effluent; Pulp and paper industry; Biomass (ecology); Environmental engineering; Wastewater; Engineering; Ecology","score_opus":0.024432559331870572,"score_gpt":0.18690403086357124,"score_spread":0.16247147153170066,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056050521","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99758285,0.0011668336,0.0006339783,0.00002921397,0.000080372985,0.0002777837,0.000026699758,0.00017514006,0.000027128555],"genre_scores_gemma":[0.9981933,0.0013948902,0.00020640096,0.0000022913318,0.000014049263,0.00008193397,0.000028566286,0.00002941844,0.00004912023],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99934757,0.000008159327,0.00022125864,0.00016474858,0.00006535121,0.00019293654],"domain_scores_gemma":[0.99971783,0.000064214415,0.000028560995,0.00015512628,0.0000018706144,0.000032386728],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000039715967,0.0001417396,0.00023330821,0.00017143023,0.000033787845,0.0000044046888,0.000055327055,0.00021262196,0.0000062376275],"category_scores_gemma":[0.00003365215,0.00013617997,0.00003161826,0.00009893942,0.00007800524,0.000057164845,0.000025377656,0.00010179013,0.000004387128],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000107602245,0.0005240375,0.08079866,0.00045063847,0.00022879911,0.00012003927,0.0038814384,0.61353123,0.06876413,0.001229326,0.00010777924,0.23025632],"study_design_scores_gemma":[0.0036002505,0.0008219725,0.027425531,0.00023131265,0.00006177633,0.00024706405,0.0010021543,0.9275007,0.02929767,0.00023296205,0.008706998,0.00087161025],"about_ca_topic_score_codex":0.000022711363,"about_ca_topic_score_gemma":0.000007803913,"teacher_disagreement_score":0.31396946,"about_ca_system_score_codex":0.00011586821,"about_ca_system_score_gemma":0.0000026400742,"threshold_uncertainty_score":0.5553258},"labels":[],"label_agreement":null},{"id":"W2056623672","doi":"10.1061/41108(381)29","title":"Slope Stability Analysis for Embankment on Wash Pond Sediments with Prefabricated Wick Drains and Staged Construction","year":2010,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Levee; Geotechnical engineering; Consolidation (business); Overburden; Shear strength (soil); Factor of safety; Excavation; Slope stability; Safety factor; Geology; Soil stabilization; Engineering; Soil water","score_opus":0.008071171732203704,"score_gpt":0.1971356192967772,"score_spread":0.1890644475645735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056623672","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8901338,0.000004524383,0.10826652,0.000044888755,0.00008755185,0.00032749373,0.000019712867,0.00038415927,0.0007313388],"genre_scores_gemma":[0.99482876,0.0000040477707,0.004981848,0.0000113694205,0.00001398832,0.000048581576,0.00004722088,0.000018659704,0.00004550342],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999293,0.000009142353,0.00017258438,0.00021780268,0.0001315418,0.00017592854],"domain_scores_gemma":[0.99953943,0.000059054997,0.000021522455,0.00022940806,0.000059721733,0.00009088668],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016177642,0.00013927897,0.00017837077,0.00010386694,0.000059419795,0.000031981253,0.00005017354,0.000089509376,0.00007915333],"category_scores_gemma":[0.00004050672,0.00011277746,0.00003894698,0.00035598676,0.00004702496,0.00006971666,0.000010311069,0.00015667742,0.0000014406947],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012173842,0.0001783678,0.015134343,0.00025744826,0.00090096606,8.3261017e-7,0.0005409707,0.906146,0.06380396,0.0031471588,0.00008213348,0.009686077],"study_design_scores_gemma":[0.0016355459,0.00035967262,0.07837874,0.000015682617,0.0003836652,0.0000029794685,0.00022621035,0.8867879,0.030409768,0.00022636999,0.0010404823,0.0005329906],"about_ca_topic_score_codex":0.000018497602,"about_ca_topic_score_gemma":0.00010055877,"teacher_disagreement_score":0.10469497,"about_ca_system_score_codex":0.000043361848,"about_ca_system_score_gemma":0.000008983395,"threshold_uncertainty_score":0.45989314},"labels":[],"label_agreement":null},{"id":"W2057251951","doi":"10.1139/t09-107","title":"Arching effect in fine sand due to base yielding","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Terzaghi's principle; Geotechnical engineering; Arch; Geology; Relative density; Flow (mathematics); Yield (engineering); Stress (linguistics); Displacement (psychology); Materials science; Mechanics; Pore water pressure; Structural engineering; Engineering; Physics; Composite material","score_opus":0.00454265910199807,"score_gpt":0.19204785529596916,"score_spread":0.18750519619397107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057251951","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95483446,0.00006277424,0.04216117,0.0009179965,0.0008060984,0.00020046125,0.000007470288,0.00025522956,0.00075434014],"genre_scores_gemma":[0.99877495,0.0000049865075,0.0008277907,0.00011693353,0.00020924809,0.000012948879,0.0000026328423,0.000038775663,0.00001175761],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987857,0.000025042398,0.0003078452,0.00015866746,0.00015276346,0.00057002995],"domain_scores_gemma":[0.9986159,0.00013592886,0.0000152196235,0.00022290129,0.000025909203,0.0009841432],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069695024,0.0001729013,0.0002308239,0.00050124235,0.000095638214,0.00008741746,0.00026331143,0.00023444429,0.00011725069],"category_scores_gemma":[0.0008119618,0.00017154744,0.00007217465,0.00043002635,0.000021367416,0.000090388734,0.000021864518,0.0017673305,0.000030412084],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000038147646,0.000004844818,0.00018814931,0.000019560977,0.0000053315157,0.00027029903,0.00003652838,0.9526527,0.013904973,0.00014480395,0.0006625703,0.03210643],"study_design_scores_gemma":[0.0010180188,0.00024539433,0.020491736,0.0003753917,0.00002342841,0.0012863849,0.000015057485,0.94415045,0.0048437654,0.0016178673,0.02492789,0.0010045989],"about_ca_topic_score_codex":0.0021575496,"about_ca_topic_score_gemma":0.01972181,"teacher_disagreement_score":0.04394047,"about_ca_system_score_codex":0.00020340197,"about_ca_system_score_gemma":0.00008317828,"threshold_uncertainty_score":0.9981657},"labels":[],"label_agreement":null},{"id":"W2057599406","doi":"10.1139/t06-094","title":"Grouted jetted precast concrete sheet piles: Method, experiments, and applications","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Precast concrete; Geotechnical engineering; Pile; Sheet pile; Engineering; Bearing capacity; Casting; Civil engineering; Materials science","score_opus":0.007566588288041147,"score_gpt":0.2109952762109322,"score_spread":0.20342868792289104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057599406","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013729737,0.0018955375,0.9803367,0.00039096,0.00021494315,0.0004500127,0.0000596644,0.0007508112,0.0021715837],"genre_scores_gemma":[0.99328834,0.000112832764,0.005893784,0.00011735572,0.0003404549,0.00007882932,0.000041010564,0.000058471767,0.00006890288],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99880034,0.000033840977,0.00037087628,0.00019198052,0.00015528867,0.00044769773],"domain_scores_gemma":[0.9990622,0.000059541533,0.000035418925,0.00021748709,0.00006437445,0.0005609754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025355798,0.00019270067,0.00021089255,0.0002135857,0.00018339437,0.00011239828,0.00019097835,0.00024829386,0.00007570416],"category_scores_gemma":[0.000039620558,0.00020157617,0.00006368608,0.000313327,0.00006289919,0.00011166501,0.000018645396,0.0005418688,0.000013677273],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004278965,0.0000058983887,0.000056566638,0.000042449912,0.000042784774,0.00003696146,0.00003425805,0.9654721,0.006465961,0.004593682,0.006007055,0.017237987],"study_design_scores_gemma":[0.0007262341,0.00006383549,0.002850429,0.00007923139,0.00005502342,0.0006480649,0.0000629849,0.7347643,0.00079098047,0.0019447327,0.25732398,0.0006902231],"about_ca_topic_score_codex":0.0025482974,"about_ca_topic_score_gemma":0.00049727754,"teacher_disagreement_score":0.97955865,"about_ca_system_score_codex":0.00026952298,"about_ca_system_score_gemma":0.000077161414,"threshold_uncertainty_score":0.8220038},"labels":[],"label_agreement":null},{"id":"W2058168906","doi":"10.1139/t06-089","title":"Reanalysis of a municipal landfill slope failure near Cincinnati, Ohio, USA","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Failure mechanism; Geotechnical engineering; Slope failure; Factor of safety; Slope stability; Slope stability analysis; Instability; Engineering; Forensic engineering; Geology; Structural engineering; Mechanics; Physics","score_opus":0.007234937382746137,"score_gpt":0.19996117303234093,"score_spread":0.1927262356495948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058168906","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83258,0.00077608624,0.15870027,0.0007272572,0.0005237662,0.00026226777,0.00005628445,0.0004252035,0.005948913],"genre_scores_gemma":[0.99805355,0.00006656821,0.0015913849,0.00006335389,0.000120446144,0.0000021838607,0.000010171948,0.000040905117,0.000051411756],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982464,0.000023212047,0.00061635737,0.00015677763,0.0003256303,0.0006316228],"domain_scores_gemma":[0.99847674,0.00008200131,0.00006802236,0.0003666629,0.0001491814,0.00085738616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009115776,0.00020163262,0.0003399468,0.00041940238,0.0001409982,0.000056948295,0.00038702786,0.00034250182,0.0003381271],"category_scores_gemma":[0.00031506538,0.00019649717,0.00019017574,0.00078555074,0.00008904563,0.00010704533,0.000024690542,0.00086243276,0.00002586955],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000078829335,0.000012518028,0.0002488259,0.000027294063,0.00007222302,0.000103396196,0.00010109852,0.9887681,0.00093247613,0.00037161732,0.0012561912,0.008098403],"study_design_scores_gemma":[0.00082579197,0.00021804083,0.015448724,0.00018229235,0.00015665276,0.00048556385,0.00016393125,0.79329216,0.0008892047,0.0005277148,0.18700515,0.0008047681],"about_ca_topic_score_codex":0.0049042003,"about_ca_topic_score_gemma":0.041286033,"teacher_disagreement_score":0.1954759,"about_ca_system_score_codex":0.00035912206,"about_ca_system_score_gemma":0.00014853217,"threshold_uncertainty_score":0.976208},"labels":[],"label_agreement":null},{"id":"W2058216327","doi":"10.1139/t09-051","title":"Analysis of active earth pressure against rigid caissons backfilled with crushed rock and sand","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Caisson; Lateral earth pressure; Geology; Retaining wall; Crushed stone; Shear (geology); Petrology","score_opus":0.004216130218595238,"score_gpt":0.1805770791945987,"score_spread":0.17636094897600346,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058216327","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88129574,0.0024630094,0.10935858,0.0011946398,0.00019633601,0.00056909746,0.00033325396,0.00060306146,0.003986255],"genre_scores_gemma":[0.9994631,0.0001586091,0.0002081805,0.00006259427,0.000033245007,0.0000024555727,0.000016192535,0.000017854381,0.000037801834],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898344,0.000021834096,0.00028380568,0.00016204988,0.00018887961,0.0003599952],"domain_scores_gemma":[0.99895084,0.00004003683,0.00005154627,0.00021028552,0.00012965626,0.00061761256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000113095324,0.00017810514,0.0003996826,0.00050006085,0.00010032366,0.000048833692,0.00015086749,0.00020233018,0.00005681907],"category_scores_gemma":[0.000093519346,0.00015486804,0.00009240838,0.0009819792,0.000035865345,0.00011167909,0.0000075336366,0.0005126481,0.000001275437],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011318449,0.000009649719,0.000093238574,0.000008535586,0.0003323456,0.00002105348,0.000051707884,0.9908262,0.0005815956,0.000069222406,0.00016092099,0.007834204],"study_design_scores_gemma":[0.00058463257,0.00018415974,0.074532546,0.0000703071,0.00076477823,0.00006224332,0.000037534308,0.9135045,0.00039950284,0.000071578936,0.009439613,0.00034865236],"about_ca_topic_score_codex":0.00050778396,"about_ca_topic_score_gemma":0.0015755317,"teacher_disagreement_score":0.118167296,"about_ca_system_score_codex":0.000073387244,"about_ca_system_score_gemma":0.00010568542,"threshold_uncertainty_score":0.63153356},"labels":[],"label_agreement":null},{"id":"W2058924421","doi":"10.1139/t03-048","title":"Pullout resistance of single and double nails in a model sandbox","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soil nailing; Nail (fastener); Geotechnical engineering; Nail plate; Surface roughness; Sandbox (software development); Surface finish; Asperity (geotechnical engineering); Materials science; Composite material; Geology; Structural engineering; Engineering; Surgery; Medicine","score_opus":0.01184197466309391,"score_gpt":0.187781489503797,"score_spread":0.17593951484070308,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058924421","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8031019,0.006386025,0.18021043,0.00047232144,0.00033032068,0.0003906792,0.00002466182,0.0002742619,0.008809396],"genre_scores_gemma":[0.9988397,0.00012237758,0.00092303567,0.000020860483,0.000011475632,0.0000044123017,8.594588e-7,0.000021082573,0.000056214536],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991277,0.000013908449,0.00031205404,0.000106742256,0.00011475125,0.00032486385],"domain_scores_gemma":[0.99942493,0.000022663766,0.000024901547,0.00013812359,0.000039299153,0.0003500906],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000286593,0.00011043271,0.00018556725,0.00021574982,0.000040037416,0.000027815815,0.00010359057,0.00017036923,0.000017073804],"category_scores_gemma":[0.00011688864,0.00011681825,0.000038856448,0.0002634471,0.00004552847,0.00008123893,0.00000568615,0.00038092758,0.000001198063],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000043728583,0.000008981379,0.000044574786,0.000028147682,0.000004498751,0.0000152196035,0.000039297265,0.99353987,0.0026649835,0.0029703178,0.00021904163,0.0004606934],"study_design_scores_gemma":[0.0015031544,0.00006196856,0.00088319485,0.00031987016,0.000019381361,0.00018052259,0.000052690197,0.96529156,0.0022378254,0.010518116,0.018422065,0.0005096771],"about_ca_topic_score_codex":0.0003849004,"about_ca_topic_score_gemma":0.0049822694,"teacher_disagreement_score":0.19573778,"about_ca_system_score_codex":0.00022153612,"about_ca_system_score_gemma":0.00011099872,"threshold_uncertainty_score":0.476371},"labels":[],"label_agreement":null},{"id":"W2059474981","doi":"10.3141/2170-11","title":"Design, Construction, and Performance of a Highway Embankment Failure Repaired with Tire-Derived Aggregate","year":2010,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of New Brunswick; Government of New Brunswick","funders":"U.S. Department of Transportation","keywords":"Levee; Geotechnical engineering; Aggregate (composite); Scrap; Engineering; Subgrade; Foundation (evidence); Civil engineering; California bearing ratio; Forensic engineering; Geography; Materials science","score_opus":0.026096367534792265,"score_gpt":0.26635020837971024,"score_spread":0.24025384084491797,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2059474981","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9911023,0.000069451715,0.00749124,0.00045629762,0.00023040973,0.00054433773,0.000012237499,0.0000701698,0.000023572597],"genre_scores_gemma":[0.98991156,0.0006151355,0.0092963455,0.0000030942672,0.00004595752,0.000039833583,0.000005755851,0.00004311106,0.000039198723],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99683386,0.00021313671,0.0008004332,0.00021161085,0.0015038429,0.00043713563],"domain_scores_gemma":[0.9972425,0.00034070254,0.00017965374,0.00031626932,0.0017004785,0.0002203601],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018862227,0.0001839445,0.00032164282,0.00048471923,0.00022918166,0.000047888494,0.00036378324,0.00016723508,0.000060455786],"category_scores_gemma":[0.00007381219,0.00013293547,0.00009935327,0.0010870656,0.0005935231,0.00035216336,0.0000032577884,0.0015959735,0.0000018103174],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003338708,0.00031991844,0.1529343,0.0026362357,0.00059925247,0.00008876645,0.007389659,0.40261933,0.3669101,0.0022082704,0.0013600446,0.0595954],"study_design_scores_gemma":[0.0026552647,0.0017898795,0.8967954,0.0008472903,0.00009087761,0.000007837803,0.0011047769,0.03319967,0.059961542,0.0005174575,0.0026230738,0.0004069416],"about_ca_topic_score_codex":0.00041863363,"about_ca_topic_score_gemma":0.0038467587,"teacher_disagreement_score":0.7438611,"about_ca_system_score_codex":0.00006074602,"about_ca_system_score_gemma":0.00018878366,"threshold_uncertainty_score":0.69337994},"labels":[],"label_agreement":null},{"id":"W2059504892","doi":"10.1520/gtj11055j","title":"Dynamic Properties of Granulated Rubber/Sand Mixtures","year":2000,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":287,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Natural rubber; Shear modulus; Materials science; Damping ratio; Geotechnical engineering; Dynamic modulus; Composite material; Modulus; Shear (geology); Soil water; Vibration; Dynamic mechanical analysis; Geology; Soil science; Polymer","score_opus":0.01318244733514316,"score_gpt":0.19565444266883622,"score_spread":0.18247199533369307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2059504892","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98467606,0.0012315847,0.011641338,0.00006847361,0.00013210035,0.000111253226,0.0000029016633,0.0009805518,0.0011557492],"genre_scores_gemma":[0.99750394,0.00014113927,0.0022015166,0.000010121512,0.000041686286,0.00000461976,0.0000017768925,0.00003891064,0.000056308425],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99878246,0.000025769801,0.00050166994,0.00012722643,0.0002453849,0.00031749223],"domain_scores_gemma":[0.99947935,0.00006603638,0.00004697398,0.00019165315,0.00009356096,0.00012242133],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030233074,0.0001764568,0.00025472726,0.000093981515,0.00009739656,0.000040766612,0.0002196961,0.00017996834,0.00009936244],"category_scores_gemma":[0.00038913736,0.00014804522,0.00009146062,0.00041242078,0.00009920464,0.000097119206,0.000016971842,0.00061924016,0.000013260109],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000074058353,0.000023270612,0.00001848289,0.00005703853,0.000015552088,0.0000069996227,0.000022470085,0.8999649,0.061724387,0.000007795721,0.000062558596,0.03808912],"study_design_scores_gemma":[0.00037347458,0.00010407396,0.0014009428,0.00043734672,0.00003158792,0.00041701365,0.0000049633645,0.989223,0.0059347376,0.0008810316,0.00090428314,0.00028753545],"about_ca_topic_score_codex":0.000006453973,"about_ca_topic_score_gemma":4.1991817e-7,"teacher_disagreement_score":0.08925809,"about_ca_system_score_codex":0.000048303787,"about_ca_system_score_gemma":0.000019975541,"threshold_uncertainty_score":0.6037109},"labels":[],"label_agreement":null},{"id":"W2059708412","doi":"10.2174/1874149501408010001","title":"Stress Distribution in a Cohesionless Backfill Poured in a Silo","year":2014,"lang":"en","type":"article","venue":"The Open Civil Engineering Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Polytechnique Montréal","funders":"Polytechnique Montréal; Natural Sciences and Engineering Research Council of Canada; École de technologie supérieure","keywords":"Silo; Perpendicular; Geotechnical engineering; Horizontal plane; Overburden pressure; Vertical plane; Lateral earth pressure; Plane (geometry); Geology; Stress (linguistics); Inclined plane; Structural engineering; Engineering; Mechanics; Geometry; Geodesy; Mathematics; Mechanical engineering; Physics","score_opus":0.006762416049421969,"score_gpt":0.19829649321904297,"score_spread":0.191534077169621,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2059708412","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70630777,0.00054390635,0.2876562,0.00056017755,0.001134298,0.0006575371,0.00003109649,0.0004274026,0.0026815888],"genre_scores_gemma":[0.99951893,0.000078914,0.00019214055,0.000010464133,0.00009486588,0.000025570169,0.000014915279,0.00004011936,0.000024091158],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988575,0.000052642645,0.00039138636,0.00013298496,0.0001866735,0.00037883015],"domain_scores_gemma":[0.9994643,0.00013217308,0.000034463465,0.0002403093,0.000029651013,0.000099121666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010065576,0.00018878836,0.0002543101,0.00011796462,0.00005440132,0.00017775586,0.0005875036,0.00010607623,0.000033055883],"category_scores_gemma":[0.00023672191,0.0001543462,0.000047158617,0.00047231567,0.000013874732,0.00022311897,0.00008812348,0.00068266445,0.000008789418],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000061498595,0.000023065197,0.00028117184,0.000033162138,0.0000066577927,0.0000064898804,0.00013981151,0.99620926,0.0005757157,0.00055951386,0.0001616076,0.0019973635],"study_design_scores_gemma":[0.00071727484,0.000025615715,0.030935487,0.00033705684,0.0000059167187,0.00004258368,0.000041482002,0.9640325,0.00015305319,0.00024995327,0.0032251063,0.00023402776],"about_ca_topic_score_codex":0.000050409846,"about_ca_topic_score_gemma":0.0004149106,"teacher_disagreement_score":0.29321113,"about_ca_system_score_codex":0.00020248997,"about_ca_system_score_gemma":0.000017045808,"threshold_uncertainty_score":0.6294055},"labels":[],"label_agreement":null},{"id":"W2060534510","doi":"10.1139/t09-139","title":"Cementation and bond degradation of rubber–sand mixtures","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Korea University","keywords":"Cementation (geology); Materials science; Geotechnical engineering; Composite material; Oedometer test; Soil water; Geology; Cement","score_opus":0.005625306491017987,"score_gpt":0.19192193269818436,"score_spread":0.18629662620716636,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2060534510","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9600039,0.00030118795,0.037761852,0.00037648913,0.0005214075,0.00012683407,0.000016524904,0.00012871642,0.00076306245],"genre_scores_gemma":[0.9986952,0.00007707523,0.0010865163,0.000027732352,0.00006724929,0.0000029628277,0.000008956755,0.000016055956,0.000018271454],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999371,0.000006937846,0.00023378363,0.0000789876,0.0001164108,0.00019289064],"domain_scores_gemma":[0.99945605,0.000028764794,0.000030314315,0.00010655967,0.000054983513,0.00032331873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018790102,0.0000917658,0.00011216078,0.0001726947,0.00006869434,0.000038877795,0.00008947541,0.00016516662,0.00005348573],"category_scores_gemma":[0.00011245411,0.00009097947,0.000032959153,0.00014229828,0.00004963377,0.000102400096,0.0000067534456,0.00047678844,0.0000021372164],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013213186,0.000034495923,0.0010623325,0.00015442965,0.00007632881,0.000032716125,0.00017946029,0.4885811,0.38330108,0.0065870206,0.006950016,0.113027826],"study_design_scores_gemma":[0.0020417285,0.00030582072,0.05389669,0.00019625691,0.00014918303,0.0011768332,0.00013257872,0.80785906,0.058307167,0.009264921,0.06539868,0.0012710607],"about_ca_topic_score_codex":0.000827508,"about_ca_topic_score_gemma":0.0015680969,"teacher_disagreement_score":0.3249939,"about_ca_system_score_codex":0.000045720593,"about_ca_system_score_gemma":0.000053038002,"threshold_uncertainty_score":0.3710035},"labels":[],"label_agreement":null},{"id":"W2060644880","doi":"10.1139/t07-093","title":"Performance of gravity caisson on sand compaction piles","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Caisson; Geotechnical engineering; Wharf; Geology; Engineering; Compaction; Structural engineering","score_opus":0.012170232283149545,"score_gpt":0.18858358515371576,"score_spread":0.17641335287056623,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2060644880","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99656874,0.000087921646,0.0020453052,0.00011352545,0.00026377305,0.000065271415,0.000009576401,0.0001393214,0.00070656976],"genre_scores_gemma":[0.9994336,0.00027844298,0.00013164649,0.000026502872,0.00008462581,0.000002252206,0.00000446783,0.00002056714,0.000017943798],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99914765,0.000014566551,0.00026645622,0.000090061,0.00018821584,0.00029305642],"domain_scores_gemma":[0.9992408,0.000037767608,0.000034023953,0.00021917364,0.00006313344,0.00040510562],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015614564,0.00012399846,0.00018312443,0.0002131841,0.00014838194,0.000011410805,0.00019391958,0.00015976494,0.00004350429],"category_scores_gemma":[0.00012599846,0.00012062299,0.000071439346,0.00022353203,0.00006570882,0.00008355331,0.000007671331,0.0005542128,0.000014448964],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000073987803,0.000011523228,0.0006950723,0.000019974037,0.000009690015,0.000017203207,0.000024355055,0.99291015,0.0010652143,0.000044572615,0.0014770809,0.0037177766],"study_design_scores_gemma":[0.00062149286,0.0005009017,0.16575296,0.00022314332,0.000024475781,0.0010660553,0.000016332888,0.807991,0.0047193696,0.00022475437,0.018344637,0.0005148664],"about_ca_topic_score_codex":0.0010015755,"about_ca_topic_score_gemma":0.0002592284,"teacher_disagreement_score":0.18491913,"about_ca_system_score_codex":0.00026831543,"about_ca_system_score_gemma":0.000088547444,"threshold_uncertainty_score":0.4918863},"labels":[],"label_agreement":null},{"id":"W2060872142","doi":"10.1080/00963402.2001.11460516","title":"Rocky Flats: Closing in on Closure","year":2001,"lang":"en","type":"article","venue":"Bulletin of the Atomic Scientists","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Bulletin of Medical History","funders":"","keywords":"Closing (real estate); Closure (psychology); Geology; Political science; Law","score_opus":0.005759087385298337,"score_gpt":0.1865072844061222,"score_spread":0.18074819702082384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2060872142","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9945111,0.00011983255,0.00040714318,0.0003351462,0.0005237531,0.000093686256,0.0000018884266,0.00011049189,0.003896953],"genre_scores_gemma":[0.99938756,0.000021509351,0.00011391345,0.000032038635,0.00002198104,0.000002403448,9.740237e-7,0.000014457521,0.0004051545],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933815,0.000016903521,0.00017943566,0.00012196071,0.00017123658,0.00017233816],"domain_scores_gemma":[0.9996294,0.000038162416,0.000022367782,0.00026623294,0.000015652975,0.0000281929],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021794662,0.00008333197,0.0001051508,0.000069746944,0.000033166853,0.00001401049,0.00023692007,0.00005987898,0.0000637172],"category_scores_gemma":[0.00009139263,0.000067740126,0.000052110696,0.00032148304,0.00003457324,0.000010123198,0.000038479928,0.00012596871,0.000056234203],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010424904,0.000039335773,0.0033432092,0.000050649585,0.000007010673,0.0000043497507,0.00011124981,0.98213917,0.0025810837,0.00079147547,0.008054104,0.0028679098],"study_design_scores_gemma":[0.001831424,0.00006329719,0.18674636,0.00096355815,0.000023099874,0.00005731273,0.000059132257,0.42542765,0.015360668,0.0016835679,0.36707535,0.0007085745],"about_ca_topic_score_codex":0.000027028873,"about_ca_topic_score_gemma":0.000009523437,"teacher_disagreement_score":0.55671155,"about_ca_system_score_codex":0.00006807277,"about_ca_system_score_gemma":0.000006169404,"threshold_uncertainty_score":0.2762362},"labels":[],"label_agreement":null},{"id":"W2061390297","doi":"10.1139/t03-052","title":"Performance of instrumented large-scale unreinforced and reinforced embankments loaded by a strip footing to failure","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":85,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Core Research for Evolutional Science and Technology; Natural Sciences and Engineering Research Council of Canada; Ministère de la Défense Nationale","keywords":"Geogrid; Geotechnical engineering; Geosynthetics; Levee; Stiffness; Reinforcement; Structural engineering; Engineering; Geotextile; Geology","score_opus":0.004026210740645091,"score_gpt":0.17333691878518714,"score_spread":0.16931070804454204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2061390297","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9469935,0.000079887344,0.051786903,0.00013732693,0.00015074434,0.00022451089,0.000027470494,0.00013733757,0.0004622906],"genre_scores_gemma":[0.9989905,0.00003284955,0.00073222246,0.000069689384,0.000019722705,0.0000083229515,0.00001327523,0.00003139072,0.00010203],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985871,0.000018928416,0.00046558637,0.00014995514,0.00021666082,0.0005617901],"domain_scores_gemma":[0.9988451,0.000023492928,0.000052529547,0.00019594231,0.0000763782,0.00080653594],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032847052,0.00019154725,0.00024780838,0.00024248508,0.00013373305,0.00004894199,0.00017876856,0.0002230854,0.000048710837],"category_scores_gemma":[0.0002120758,0.00019976326,0.000056038778,0.0004227792,0.000031030188,0.00014321815,0.00001913165,0.0004952288,0.000005252135],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007150925,0.0000055224164,0.00019882801,0.00006414103,0.000029677632,0.000011840893,0.00010996856,0.9835284,0.012696692,0.00017828385,0.0013477408,0.0018218051],"study_design_scores_gemma":[0.0015123773,0.00030165454,0.0010183272,0.000303965,0.000035049743,0.00047594367,0.0002523747,0.9374914,0.013337822,0.000028667606,0.04461969,0.0006227335],"about_ca_topic_score_codex":0.0002226778,"about_ca_topic_score_gemma":0.0002284375,"teacher_disagreement_score":0.05199697,"about_ca_system_score_codex":0.00023308818,"about_ca_system_score_gemma":0.0000966631,"threshold_uncertainty_score":0.81461096},"labels":[],"label_agreement":null},{"id":"W2061889727","doi":"10.1061/9780784413272.350","title":"Effect of Geogrids on Interface Shear Strength Properties of Recycled Crushed Brick","year":2014,"lang":"en","type":"article","venue":"Geo-Congress 2014 Technical Papers","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Northern Ontario Academic Medicine Association","funders":"","keywords":"Geogrid; Materials science; Geotechnical engineering; Ultimate tensile strength; Direct shear test; Shear strength (soil); Cohesion (chemistry); Compaction; Triaxial shear test; Demolition waste; Abrasion (mechanical); Demolition; Composite material; Shear (geology); Civil engineering; Environmental science; Reinforcement; Engineering; Soil water","score_opus":0.003891130922668281,"score_gpt":0.19981241842526215,"score_spread":0.19592128750259388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2061889727","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9869014,0.00048466498,0.002307452,0.000058894653,0.00051014946,0.0004065328,0.000011969871,0.0010946444,0.0082242675],"genre_scores_gemma":[0.99959534,0.0000863691,0.0001035747,0.000010129343,0.000035796453,0.000042427597,0.000005713301,0.000054008764,0.00006662758],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984801,0.00010267372,0.0005078908,0.00027653994,0.000307588,0.00032520757],"domain_scores_gemma":[0.9989245,0.0002756091,0.0000793235,0.0005591355,0.000054307697,0.0001071066],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004949864,0.00028706875,0.00056045275,0.00012981446,0.000030903364,0.000013157665,0.00033343508,0.0002903086,0.00005037557],"category_scores_gemma":[0.00056169886,0.00022802321,0.00016551904,0.00020927096,0.0001690372,0.000060044124,0.00006780335,0.0003263365,0.000018426279],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003197793,0.00013972697,0.0002888725,0.001375307,0.0001048495,0.0000012669466,0.00005646552,0.49234256,0.43284437,0.0008724762,0.0010614098,0.0705929],"study_design_scores_gemma":[0.0024395385,0.0031786032,0.004697335,0.0015417358,0.00015997747,0.000007873995,0.000021746575,0.14560568,0.8299375,0.00010106953,0.011287223,0.0010216733],"about_ca_topic_score_codex":0.00004600922,"about_ca_topic_score_gemma":0.000008593346,"teacher_disagreement_score":0.39709318,"about_ca_system_score_codex":0.000050554885,"about_ca_system_score_gemma":0.000007585072,"threshold_uncertainty_score":0.9298517},"labels":[],"label_agreement":null},{"id":"W2061983234","doi":"10.1139/t00-012","title":"Increasing pull-out capacity of granular pile anchors in expansive soils using base geosynthetics","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Pile; Geotechnical engineering; Expansive clay; Foundation (evidence); Geosynthetics; Stiffness; Geology; Lateral earth pressure; Overburden pressure; Granular material; Base (topology); Soil water; Engineering; Structural engineering","score_opus":0.014626702077711363,"score_gpt":0.1991883241988565,"score_spread":0.18456162212114513,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2061983234","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9886201,0.00024726844,0.010306813,0.00007749178,0.00016270553,0.00013179859,0.000033745953,0.0001056503,0.0003144541],"genre_scores_gemma":[0.9983931,0.00015983633,0.0012555345,0.000047630183,0.000081885264,0.000003634943,0.000005047265,0.000046523706,0.0000067946644],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982952,0.00007843394,0.0005920018,0.00017834821,0.00023785818,0.0006181687],"domain_scores_gemma":[0.9989029,0.00007311099,0.000047322286,0.0002736121,0.00008226159,0.000620782],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058383675,0.0002181747,0.00035017668,0.00038811486,0.000100212455,0.000043858377,0.0002571846,0.00032002182,0.0002746711],"category_scores_gemma":[0.0002669112,0.00024064773,0.00012265208,0.00042001109,0.000100282545,0.0001573078,0.000010955104,0.0008826972,0.000009400096],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000069971456,0.000015947855,0.00017992928,0.000030766198,0.000009173169,0.000063127794,0.00010145252,0.9885676,0.0044595795,0.000043093627,0.000045798235,0.0064765336],"study_design_scores_gemma":[0.0005122854,0.00005643861,0.0029334507,0.00036572208,0.00003622506,0.0005233029,0.000077332465,0.989669,0.0015960701,0.000793429,0.002961283,0.00047546],"about_ca_topic_score_codex":0.011942428,"about_ca_topic_score_gemma":0.0053998083,"teacher_disagreement_score":0.00977304,"about_ca_system_score_codex":0.0005717223,"about_ca_system_score_gemma":0.0001765554,"threshold_uncertainty_score":0.99463713},"labels":[],"label_agreement":null},{"id":"W2062253848","doi":"10.1016/j.geotexmem.2013.01.003","title":"A finite–discrete element framework for the 3D modeling of geogrid–soil interaction under pullout loading conditions","year":2013,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":118,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Geogrid; Geotechnical engineering; Finite element method; Materials science; Structural engineering; Geology; Engineering; Reinforcement","score_opus":0.012887884255322037,"score_gpt":0.23318608844062355,"score_spread":0.22029820418530152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2062253848","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38517383,0.0010565381,0.61181164,0.0005361156,0.00040249294,0.0005760293,0.000044259385,0.0002481744,0.000150934],"genre_scores_gemma":[0.9990081,0.00042992958,0.00017197686,0.000041614905,0.000081736056,0.00017669129,0.00003409781,0.000025170504,0.000030645],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99924916,0.000008091388,0.00027130806,0.00014270269,0.00010044372,0.00022827915],"domain_scores_gemma":[0.99928284,0.00038029178,0.000036356978,0.00017674737,0.000072544295,0.000051199477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010745167,0.0001462272,0.00016671164,0.000068941656,0.00013427607,0.000062994455,0.000089789,0.00010221527,0.00011089971],"category_scores_gemma":[0.000072856295,0.000113590424,0.000071247356,0.000115570496,0.000034345107,0.000144481,0.000026648611,0.00015307314,0.000008005268],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028149523,0.000007488874,0.0000027655258,0.00015319472,0.000039152354,7.022189e-8,0.0001611981,0.99448,0.00038772717,0.0018876488,0.000029668523,0.0028482778],"study_design_scores_gemma":[0.0001460352,0.00002597198,0.00020535103,0.00009693656,0.00003686519,0.0000023303057,0.0005455274,0.99242604,0.000048984715,0.0056829895,0.0006462904,0.00013669237],"about_ca_topic_score_codex":0.00014526593,"about_ca_topic_score_gemma":0.00001581923,"teacher_disagreement_score":0.6138343,"about_ca_system_score_codex":0.000016781387,"about_ca_system_score_gemma":0.000005515159,"threshold_uncertainty_score":0.46320832},"labels":[],"label_agreement":null},{"id":"W2064601423","doi":"10.1061/(asce)gm.1943-5622.0000263","title":"Interpretation of the Bearing Capacity of Unsaturated Fine-Grained Soil Using the Modified Effective and the Modified Total Stress Approaches","year":2012,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":79,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Geotechnical engineering; Bearing capacity; Soil water; Drainage; Effective stress; Suction; Shear strength (soil); Pore water pressure; Stress (linguistics); Geology; Soil science; Engineering","score_opus":0.019103776003763798,"score_gpt":0.21124851003400294,"score_spread":0.19214473403023913,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064601423","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75422543,0.00020327256,0.24474862,0.00007267429,0.0005647967,0.00012605709,0.000010808421,0.0000104760065,0.000037866033],"genre_scores_gemma":[0.9997531,0.000019952895,0.000116236064,0.000005360782,0.00008471738,0.0000039072497,0.00000172501,0.000012283891,0.0000026889065],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990468,0.00008166799,0.00037943787,0.000052966363,0.00032967958,0.000109458764],"domain_scores_gemma":[0.9991109,0.00025745181,0.00024871144,0.00011596005,0.00023844595,0.000028541746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006354724,0.00010613535,0.00018433572,0.0000721965,0.000039900722,0.000022189111,0.00027071935,0.00007038718,0.0000013300524],"category_scores_gemma":[0.0003222968,0.00005751779,0.000116006246,0.00016457241,0.00006629977,0.00015147378,0.00006603903,0.00028694715,6.324108e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000082781575,0.000023007016,0.00002627654,0.000031713254,0.00016978694,1.4987953e-7,0.0015064382,0.98214334,0.0062387013,0.007470975,8.507396e-7,0.0023059836],"study_design_scores_gemma":[0.0005855493,0.000018799667,0.0008698725,0.00011222045,0.000054314853,0.00003328314,0.00022482398,0.9859795,0.011041249,0.001021548,0.0000014622765,0.000057408557],"about_ca_topic_score_codex":0.000042845848,"about_ca_topic_score_gemma":0.000007237918,"teacher_disagreement_score":0.2455277,"about_ca_system_score_codex":0.00006706038,"about_ca_system_score_gemma":0.000013056684,"threshold_uncertainty_score":0.23455074},"labels":[],"label_agreement":null},{"id":"W2065159660","doi":"10.1016/j.geotexmem.2013.07.002","title":"Behaviour of a geogrid reinforced wall built with recycled construction and demolition waste backfill on a collapsible foundation","year":2013,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":105,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geogrid; Geotechnical engineering; Foundation (evidence); Demolition; Settlement (finance); Demolition waste; Geosynthetics; Soil water; Environmental science; Engineering; Waste management; Reinforcement; Civil engineering; Structural engineering","score_opus":0.0042995779508615845,"score_gpt":0.1714872134261841,"score_spread":0.1671876354753225,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2065159660","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978966,0.000091241614,0.0010379297,0.00008982634,0.00006999069,0.00024556278,0.000006986586,0.00016083974,0.00040103812],"genre_scores_gemma":[0.9992658,0.00037224544,0.000093263414,0.000018491386,0.000026967933,0.000045106277,0.000047152113,0.000022020831,0.00010898082],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992669,0.000011881158,0.00022916241,0.00017411502,0.00012972043,0.00018818688],"domain_scores_gemma":[0.99958926,0.00004498891,0.000049829407,0.00014661772,0.00008787246,0.0000814004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006710219,0.0001637462,0.0002021654,0.000120723555,0.00007142241,0.000052414096,0.000041284475,0.000111757356,0.00005593111],"category_scores_gemma":[0.000015637386,0.00014256162,0.000024323135,0.00016356102,0.000074776995,0.00019772959,0.000014998824,0.0000855399,0.000005512666],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032920656,0.000010171813,0.00008685021,0.0002634284,0.000023107119,7.539213e-7,0.00012447004,0.9770814,0.003975985,0.0013047857,0.000044828546,0.017051283],"study_design_scores_gemma":[0.0011849275,0.0003958275,0.010926183,0.0002374345,0.000051810362,0.00006800887,0.00035687722,0.98369753,0.0013431286,0.0007140793,0.00064948393,0.00037467544],"about_ca_topic_score_codex":0.00037902244,"about_ca_topic_score_gemma":0.000030123127,"teacher_disagreement_score":0.016676608,"about_ca_system_score_codex":0.000017951425,"about_ca_system_score_gemma":0.000008094372,"threshold_uncertainty_score":0.58134943},"labels":[],"label_agreement":null},{"id":"W2067083719","doi":"10.1680/geng.12.00133","title":"Effectiveness of granular columns in containing settlement","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Queen's University; Queen's University Belfast","keywords":"Geotechnical engineering; Settlement (finance); Water table; Geology; Groundwater; Bearing capacity; Column (typography); Engineering; Structural engineering","score_opus":0.004190627527549575,"score_gpt":0.18157837599490803,"score_spread":0.17738774846735847,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067083719","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8645101,0.0002181639,0.13281351,0.000028001725,0.00041278452,0.0005991802,0.000018079616,0.00043952465,0.0009606536],"genre_scores_gemma":[0.9992086,0.000033384913,0.0006413956,0.000002077034,0.000019200423,0.000049536808,0.0000037445595,0.0000405018,0.0000015200662],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982914,0.000010831549,0.00077166926,0.00020870013,0.00039516698,0.00032228825],"domain_scores_gemma":[0.99924284,0.00018636571,0.00012280258,0.000211827,0.00016309961,0.00007304471],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0011255255,0.00026594865,0.00057810533,0.00031549163,0.000023448609,0.000008304706,0.00042715704,0.00023579912,0.000003799445],"category_scores_gemma":[0.0008245717,0.0002521455,0.00018199666,0.00093246775,0.00011707399,0.00017164917,0.00009121285,0.0004060326,4.288381e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017736793,0.000035237754,0.0002984518,0.0019195803,0.000023157894,1.3205836e-7,0.000044727916,0.87273693,0.102947734,0.021818534,0.0000058527935,0.00015192968],"study_design_scores_gemma":[0.0008382327,0.00013085344,0.011707954,0.0015784915,0.000040529616,0.00000508393,0.000024270415,0.85781175,0.12683202,0.000332946,0.00040072564,0.00029712342],"about_ca_topic_score_codex":0.000021968544,"about_ca_topic_score_gemma":0.0000035478618,"teacher_disagreement_score":0.13469854,"about_ca_system_score_codex":0.00014707794,"about_ca_system_score_gemma":0.000020708483,"threshold_uncertainty_score":0.9999931},"labels":[],"label_agreement":null},{"id":"W2067584268","doi":"10.4028/www.scientific.net/amm.52-54.647","title":"Optimization Research of Multi-Point Response Control under Multi-Support Excitation in Vibration Test","year":2011,"lang":"en","type":"article","venue":"Applied Mechanics and Materials","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Association of Emergency Physicians","funders":"","keywords":"Vibration; Uniqueness; Control theory (sociology); Excitation; Set (abstract data type); Point (geometry); Vibration control; Genetic algorithm; Base (topology); Engineering; Control (management); Mathematics; Computer science; Mathematical optimization; Mathematical analysis; Physics; Geometry; Artificial intelligence; Acoustics","score_opus":0.05079657762132109,"score_gpt":0.2640860163369122,"score_spread":0.2132894387155911,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067584268","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07995898,0.00001277599,0.9193768,0.000010432797,0.00009190586,0.00039315512,0.00001726327,0.00009337126,0.000045334884],"genre_scores_gemma":[0.97762483,0.000060437967,0.02214731,0.00000947116,0.000008399095,0.00009449042,0.000022573904,0.000026747419,0.0000057379743],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999233,0.000049565977,0.00032428416,0.00012610409,0.000102400074,0.00016466274],"domain_scores_gemma":[0.99962085,0.00010703208,0.000037645503,0.00012960334,0.00006484575,0.00004003495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001222631,0.00009819661,0.00017178363,0.00016343109,0.000027390734,0.00001812763,0.0000540753,0.00013510864,0.000043029417],"category_scores_gemma":[0.00013935768,0.00010142252,0.000010768383,0.00016276499,0.000012009287,0.000073858406,0.000018836337,0.00007006499,0.000003935222],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013114186,0.00008057834,0.000001622055,0.0000939044,0.0000067942065,6.312084e-7,0.00063275045,0.24447148,0.72839725,0.02598107,0.0000040551577,0.00019870778],"study_design_scores_gemma":[0.0021427127,0.00016715552,0.0015711259,0.000044976106,0.000013438206,0.000001679076,0.00050447736,0.8517539,0.13761951,0.0059338356,0.000011200963,0.0002360004],"about_ca_topic_score_codex":0.00002176937,"about_ca_topic_score_gemma":0.000009162679,"teacher_disagreement_score":0.89766586,"about_ca_system_score_codex":0.00003589785,"about_ca_system_score_gemma":0.0000137079915,"threshold_uncertainty_score":0.41358903},"labels":[],"label_agreement":null},{"id":"W2067590340","doi":"10.1139/t00-057","title":"Lateral earth pressure at rest and compressibility of municipal solid waste","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":107,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Compressibility; Compression (physics); Municipal solid waste; Geotechnical engineering; Rest (music); Lateral earth pressure; Environmental science; Materials science; Geology; Engineering; Mechanics; Waste management; Composite material; Physics","score_opus":0.0074123309873280864,"score_gpt":0.19703914454300495,"score_spread":0.18962681355567687,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067590340","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973511,0.0010216653,0.00031237016,0.00008559671,0.00010289127,0.0001282447,0.000042364525,0.00012357936,0.00083218026],"genre_scores_gemma":[0.9992546,0.0002514083,0.000107915854,0.00002728654,0.000071807226,0.000004825024,0.000005867768,0.000024963912,0.0002513508],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989046,0.000033828008,0.00036965057,0.00014596172,0.0001574524,0.00038853826],"domain_scores_gemma":[0.9990308,0.000034763638,0.00002732855,0.00026915892,0.000041853917,0.00059606874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021846376,0.00015075297,0.0002464156,0.00010193842,0.00011713927,0.00003419706,0.0001951327,0.0002214534,0.0004765902],"category_scores_gemma":[0.000043368924,0.0001462821,0.00006881949,0.0001380541,0.00010748391,0.00009330479,0.00002519232,0.0005249338,0.000008523137],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013304236,0.0000079943065,0.00007675051,0.000042398082,0.000024113528,0.000018248285,0.00008033364,0.9934394,0.0011022798,0.00003882751,0.00028794294,0.0048684506],"study_design_scores_gemma":[0.0004827039,0.00010220321,0.013697991,0.0001228074,0.000040318657,0.00027331623,0.000016594697,0.9292189,0.0005874466,0.00033647113,0.054820858,0.00030041093],"about_ca_topic_score_codex":0.00197775,"about_ca_topic_score_gemma":0.0044257957,"teacher_disagreement_score":0.06422048,"about_ca_system_score_codex":0.0000787346,"about_ca_system_score_gemma":0.000042191485,"threshold_uncertainty_score":0.5965211},"labels":[],"label_agreement":null},{"id":"W2069275944","doi":"10.1016/j.geotexmem.2007.10.001","title":"Combined effect of PVDs and reinforcement on embankments over rate-sensitive soils","year":2007,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":124,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Consolidation (business); Levee; Reinforcement; Pore water pressure; Stiffness; Creep; Soil water; Soil stabilization; Settlement (finance); Geosynthetics; Geology; Materials science; Engineering; Structural engineering; Composite material; Soil science; Computer science","score_opus":0.002993148759512666,"score_gpt":0.19634953116237921,"score_spread":0.19335638240286654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069275944","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979051,0.00013580387,0.0004115149,0.000013221251,0.00011806006,0.00017985204,0.000004975939,0.00011509242,0.0011163922],"genre_scores_gemma":[0.999609,0.00020298356,0.0000023508276,0.00002125255,0.000023640201,0.0000049759465,0.0000140836055,0.000017532157,0.00010417673],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99929744,0.000013683424,0.00021011873,0.00014305521,0.00011581488,0.00021986893],"domain_scores_gemma":[0.99954295,0.00020529419,0.000026508536,0.00012505842,0.000020822661,0.00007937959],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032777034,0.0001696115,0.0002375697,0.00009332484,0.000042590218,0.000016307198,0.00003622874,0.000094487805,0.000014281926],"category_scores_gemma":[0.000039707986,0.00014370348,0.00003388111,0.0001046988,0.000046095873,0.000052379164,0.000024308913,0.00009345416,0.0000033088963],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009065766,0.000009981983,0.0000404795,0.00035688144,0.000035236702,0.00000500611,0.00015276216,0.9833706,0.005154933,0.00042987068,0.000032323333,0.01032125],"study_design_scores_gemma":[0.0031020986,0.0013920849,0.07883154,0.0003080422,0.00007488636,0.000008673265,0.000107643114,0.88997453,0.023961365,0.00017408139,0.0014786987,0.0005863663],"about_ca_topic_score_codex":0.000031730484,"about_ca_topic_score_gemma":0.000004496341,"teacher_disagreement_score":0.0933961,"about_ca_system_score_codex":0.000014436318,"about_ca_system_score_gemma":0.0000021738126,"threshold_uncertainty_score":0.5860058},"labels":[],"label_agreement":null},{"id":"W2069667878","doi":"10.1007/s10706-008-9207-2","title":"Influence of Water Pressure on the Stress State in Stopes with Cohesionless Backfill","year":2008,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Sciences and Engineering Research Council of Canada; Université du Québec en Abitibi-Témiscamingue; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Geotechnical engineering; Hydrogeology; Rock mass classification; Geology; Water pressure; Stress (linguistics); Pore water pressure; Lateral earth pressure; Mining engineering; Overburden pressure","score_opus":0.006016854664502489,"score_gpt":0.15518275108348498,"score_spread":0.14916589641898248,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069667878","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958415,0.00015427792,0.003330534,0.00010952102,0.000014491557,0.00018336877,0.000007708255,0.00029540702,0.000063211104],"genre_scores_gemma":[0.99961936,0.00017996728,0.000085535874,0.00002139497,0.000009704696,0.000041428648,0.000003546694,0.00001804536,0.000021018008],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990027,0.000016956212,0.0002675065,0.00020264616,0.0001826453,0.00032757843],"domain_scores_gemma":[0.9994738,0.0001862058,0.000015137807,0.0002193748,0.000031398344,0.00007404514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013130889,0.0002026925,0.00027026475,0.000070018206,0.00003986762,0.000007311668,0.00017592809,0.00015052692,0.000013726449],"category_scores_gemma":[0.000076332035,0.00010609315,0.00003018983,0.00020089453,0.00012967217,0.00006087206,0.00006675962,0.00044175435,0.000003354348],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016209522,0.000027164075,0.00037015235,0.00007425823,0.00001092536,0.00001580346,0.00007443077,0.99657017,0.0021052798,0.0005915078,0.000004337004,0.00013977749],"study_design_scores_gemma":[0.00055145676,0.00034552265,0.15613095,0.00027946825,0.000015454216,0.00004494924,0.000014221329,0.82916075,0.011099366,0.00030769466,0.0015626439,0.00048751742],"about_ca_topic_score_codex":0.000030075693,"about_ca_topic_score_gemma":0.000004247846,"teacher_disagreement_score":0.1674094,"about_ca_system_score_codex":0.0000115744915,"about_ca_system_score_gemma":0.0000039539586,"threshold_uncertainty_score":0.4326353},"labels":[],"label_agreement":null},{"id":"W2071231659","doi":"10.1139/cgj-2014-0284","title":"Grouted gravel column-supported highway embankment over soft clay: case study","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":65,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Science Foundation","keywords":"Levee; Geotechnical engineering; Settlement (finance); Column (typography); Geology; Engineering; Structural engineering; Computer science","score_opus":0.019525974849110606,"score_gpt":0.22460177144901827,"score_spread":0.20507579659990766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071231659","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95597595,0.00025693953,0.039755322,0.00031483296,0.0013882829,0.00067660725,0.000042065658,0.0010561781,0.00053384964],"genre_scores_gemma":[0.99925894,0.000009939161,0.00018246574,0.00011894983,0.00022359095,0.000029569308,0.000014161233,0.00007761578,0.0000847697],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978425,0.00006259669,0.00061444344,0.00026768082,0.0004443072,0.0007684534],"domain_scores_gemma":[0.9971204,0.000041118907,0.000057440266,0.00041472155,0.00021053191,0.0021557945],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007049585,0.00030715248,0.00035370383,0.000369449,0.00019907967,0.00019082455,0.00031916445,0.00032804091,0.0001356472],"category_scores_gemma":[0.00022866702,0.0003148543,0.00011973669,0.000565257,0.00005471093,0.00018051476,0.00004000945,0.0010535149,0.000048515092],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009541306,0.00011799099,0.00064775225,0.000017283408,0.00011826571,0.012733584,0.00041299424,0.96321034,0.00017930879,0.000092528695,0.01731386,0.0051465705],"study_design_scores_gemma":[0.0033187876,0.00072380673,0.00664811,0.00007612874,0.00018077511,0.02126137,0.0016546469,0.90412754,0.00006655264,0.0006471587,0.059990685,0.0013044098],"about_ca_topic_score_codex":0.016279088,"about_ca_topic_score_gemma":0.015187688,"teacher_disagreement_score":0.059082754,"about_ca_system_score_codex":0.0011151434,"about_ca_system_score_gemma":0.0004156297,"threshold_uncertainty_score":0.9999304},"labels":[],"label_agreement":null},{"id":"W2071448495","doi":"10.1680/geng.2008.161.1.29","title":"Loading tests on compacted soil, bottom-ash and lime layers","year":2008,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Universidade Federal do Rio Grande do Sul; Fundação de Amparo à Pesquisa do Estado do Rio Grande do Sul; Conselho Nacional de Desenvolvimento Científico e Tecnológico","keywords":"Geotechnical engineering; Bearing capacity; Void ratio; Lime; Soil water; Bottom ash; Residual; Settlement (finance); Geology; Fly ash; Materials science; Soil science; Composite material; Metallurgy","score_opus":0.008932463330503407,"score_gpt":0.1829294792092711,"score_spread":0.1739970158787677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071448495","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98606277,0.00032295586,0.010113585,0.00011308935,0.00040449743,0.00038101166,0.000014129154,0.0012508489,0.0013370939],"genre_scores_gemma":[0.9989015,0.00021045335,0.0007083069,0.000012704064,0.000059225044,0.000025127896,0.0000027925591,0.000064660206,0.000015247015],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981787,0.000003684223,0.0006304827,0.00028295344,0.00048045063,0.0004237229],"domain_scores_gemma":[0.9992039,0.00011912223,0.00011060438,0.00023699585,0.00015650039,0.00017286462],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026322872,0.0003889061,0.00051020866,0.00033902802,0.00010056333,0.0000180364,0.0004030883,0.00032244844,0.0000057730026],"category_scores_gemma":[0.0006427607,0.00034968223,0.0001742103,0.0008930104,0.00021885155,0.00027159246,0.00009874772,0.0007302131,0.0000023615614],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011109674,0.000038112918,0.00012969451,0.00038624924,0.000045226152,0.0000010201319,0.00008758844,0.9160739,0.07723608,0.0057179406,0.00016438325,0.000108655],"study_design_scores_gemma":[0.00070713006,0.00014738074,0.008800603,0.00081646786,0.000058307473,0.00008802561,0.000026782167,0.91007453,0.077465184,0.00009681835,0.0011510113,0.0005677291],"about_ca_topic_score_codex":0.000013107837,"about_ca_topic_score_gemma":0.0000015407576,"teacher_disagreement_score":0.012838694,"about_ca_system_score_codex":0.00014172151,"about_ca_system_score_gemma":0.000029016792,"threshold_uncertainty_score":0.9998955},"labels":[],"label_agreement":null},{"id":"W2072128130","doi":"10.1061/(asce)gm.1943-5622.0000205","title":"Special Section on Geomechanics and Geosynthetics","year":2012,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geomechanics; Geosynthetics; Section (typography); Geotechnical engineering; Geology; Special section; Engineering; Computer science","score_opus":0.007709772964322852,"score_gpt":0.20775289170884353,"score_spread":0.2000431187445207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072128130","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.385119,0.00068102934,0.55272216,0.000456571,0.057957675,0.00015924066,0.000031296273,0.00025658638,0.002616476],"genre_scores_gemma":[0.9907428,0.0005930821,0.00034689246,0.00004369261,0.0082227755,0.000001192279,0.000003171859,0.000025019253,0.000021352418],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.999122,0.00001101345,0.00028595363,0.000056321747,0.00035803937,0.00016667625],"domain_scores_gemma":[0.9995311,0.000049889597,0.000076467804,0.0000727372,0.00015982005,0.00010996547],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029891016,0.000111675465,0.00012775905,0.00019644598,0.000023170072,0.000033174252,0.00014871059,0.000106260726,0.000055041834],"category_scores_gemma":[0.0001114835,0.00010749314,0.0000617404,0.00008239383,0.000005276832,0.00019557544,0.000026507927,0.00026635075,0.0000112132275],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009917883,0.00023426031,0.000070250535,0.000046748984,0.00029166535,0.000023669147,0.0006448812,0.8215194,0.0064245462,0.060107544,0.0039401064,0.10659778],"study_design_scores_gemma":[0.0014357505,0.0005252464,0.00057713164,0.00022402608,0.00008804623,0.0009769442,0.0002648348,0.4475333,0.005375113,0.008141992,0.5341979,0.0006596676],"about_ca_topic_score_codex":0.0000010799143,"about_ca_topic_score_gemma":0.0000011681293,"teacher_disagreement_score":0.60562384,"about_ca_system_score_codex":0.00012633915,"about_ca_system_score_gemma":0.000008914678,"threshold_uncertainty_score":0.4383443},"labels":[],"label_agreement":null},{"id":"W2075508934","doi":"10.1680/grim.2003.7.1.1","title":"Laboratory compaction of a subgrade layer overlying a deep soil deposit","year":2003,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Indian Institute of Science","keywords":"Subgrade; Compaction; Geotechnical engineering; Proctor compaction test; Asphalt; Geology; Soil water; Layer (electronics); Laboratory test; Silt; Stiffness; Engineering; Environmental science; Materials science; Soil science; Structural engineering; Composite material","score_opus":0.007417191292087601,"score_gpt":0.18729600137713773,"score_spread":0.17987881008505013,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075508934","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9673322,0.00033671033,0.028873703,0.000014675293,0.0004941948,0.00032321946,0.000008504005,0.00015010075,0.002466681],"genre_scores_gemma":[0.9994496,0.0000598819,0.00040139654,0.0000072219123,0.00001896473,0.00002439506,0.000001661105,0.000024391982,0.000012454168],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99878186,0.0000041471053,0.00050554314,0.0001418119,0.00035416376,0.00021245044],"domain_scores_gemma":[0.9993836,0.000020750893,0.00016392116,0.00014001798,0.00023334766,0.000058363014],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025969173,0.00019259783,0.00027452921,0.00014411152,0.000050576004,0.000014959532,0.00018278367,0.000115714494,0.00000666954],"category_scores_gemma":[0.0001499217,0.00017094171,0.00011795818,0.0005345694,0.000084903295,0.00027907622,0.000024066901,0.00018065794,4.6542013e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008999455,0.000078248086,0.0002585216,0.0010425298,0.00007763156,6.731593e-8,0.0002643048,0.50953615,0.46614927,0.022169314,0.000034169807,0.0003807749],"study_design_scores_gemma":[0.0009487092,0.0002089827,0.0037678594,0.00039432157,0.00011680601,0.0000051104676,0.00043756425,0.15396634,0.83825314,0.0006029955,0.00094408443,0.00035410878],"about_ca_topic_score_codex":0.00004253286,"about_ca_topic_score_gemma":0.0000134085085,"teacher_disagreement_score":0.37210384,"about_ca_system_score_codex":0.0001864729,"about_ca_system_score_gemma":0.000029236873,"threshold_uncertainty_score":0.6970801},"labels":[],"label_agreement":null},{"id":"W2075593213","doi":"10.1680/gein.15.00004","title":"Experimental study on the seismic behaviour of geosynthetic-reinforced pile-foundation system","year":2015,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geosynthetics; Pile; Geotechnical engineering; Foundation (evidence); Earthquake shaking table; Subgrade; Geology; Shear strength (soil); Engineering; Structural engineering; Soil water","score_opus":0.02362440344706554,"score_gpt":0.24173218310303532,"score_spread":0.21810777965596978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075593213","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97720444,0.000014605198,0.013932171,0.00008477611,0.0011748127,0.00029223604,0.000017070206,0.00028623693,0.0069936416],"genre_scores_gemma":[0.99967384,0.0000012351804,0.000042120064,0.000009449403,0.0000661734,0.000053039337,0.000019650684,0.000028268249,0.000106202315],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988837,0.000032753363,0.00032472285,0.00013651594,0.0004817423,0.00014056754],"domain_scores_gemma":[0.9994004,0.00006501426,0.000055678756,0.00029005512,0.00012912626,0.00005973369],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033716948,0.00014681186,0.00013308325,0.00009697647,0.00003932699,0.000037730926,0.00030501993,0.00006161674,0.000049503462],"category_scores_gemma":[0.00010480303,0.00011913175,0.00005641883,0.000097441996,0.000038633065,0.000059707854,0.00004769918,0.00014395498,0.00007327656],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016340093,0.00013837784,0.00010288505,0.000008738253,0.000036321602,0.000001849088,0.0010383159,0.9862103,0.0010996375,0.010936946,0.00010646527,0.00030386157],"study_design_scores_gemma":[0.00043684721,0.00023330012,0.0005342161,0.0000553062,0.000020578975,0.000009966237,0.005319175,0.9778711,0.014586418,0.000041016538,0.0007195472,0.00017250642],"about_ca_topic_score_codex":0.000032242504,"about_ca_topic_score_gemma":0.0000015831108,"teacher_disagreement_score":0.022469413,"about_ca_system_score_codex":0.00020546924,"about_ca_system_score_gemma":0.000015994017,"threshold_uncertainty_score":0.48580518},"labels":[],"label_agreement":null},{"id":"W2075655250","doi":"10.1007/s11440-013-0288-6","title":"Experimental analysis on settlement controlling of geogrid-reinforced pile-raft-supported embankments in high-speed railway","year":2013,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Geogrid; Geotechnical engineering; Loess; Settlement (finance); Pile; Levee; Foundation (evidence); Pile cap; Solid mechanics; Geology; Engineering; Reinforcement; Structural engineering; Materials science","score_opus":0.005897099433238876,"score_gpt":0.2062655775528367,"score_spread":0.20036847811959782,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075655250","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99237204,0.000070811904,0.0055027823,0.00013830833,0.00012637513,0.00065894047,0.000031102703,0.0005343347,0.0005652901],"genre_scores_gemma":[0.99930066,0.000028303422,0.0002407364,0.000050337327,0.000021586686,0.00012245873,0.00013142306,0.00004250527,0.00006199389],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99814504,0.000026068015,0.0007215182,0.00029880332,0.00036366936,0.0004449265],"domain_scores_gemma":[0.99909395,0.000087757995,0.00009859412,0.00054635864,0.000057355996,0.00011597471],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00022730159,0.00029058964,0.00055049226,0.00050832477,0.000036425907,0.000031666066,0.00028636932,0.00022155902,0.00053946505],"category_scores_gemma":[0.00005962629,0.0002887035,0.00018000044,0.0009160433,0.00003848727,0.00015556643,0.000062374194,0.00028653292,0.000038297272],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013807885,0.00006078105,0.00011736432,0.00002271711,0.0001780391,0.0000017513099,0.000058167454,0.8696129,0.12928726,0.00012650441,0.00019874233,0.00032197993],"study_design_scores_gemma":[0.0016956573,0.00021680866,0.012835853,0.000060776074,0.00012563955,8.276751e-7,0.00007901911,0.92289585,0.061021212,0.00003146005,0.0005930339,0.00044388065],"about_ca_topic_score_codex":0.00028500444,"about_ca_topic_score_gemma":0.0000062420127,"teacher_disagreement_score":0.06826604,"about_ca_system_score_codex":0.00017136325,"about_ca_system_score_gemma":0.000012813582,"threshold_uncertainty_score":0.9999565},"labels":[],"label_agreement":null},{"id":"W2075900915","doi":"10.1139/t99-086","title":"Tire-reinforced earthfill. Part 3: Environmental assessment","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"U.S. Environmental Protection Agency","keywords":"Scrap; Environmental science; Lysimeter; Geotechnical engineering; Geomembrane; Contamination; Groundwater; Drainage; Effluent; Waste management; Water quality; Environmental engineering; Engineering; Materials science; Soil water; Metallurgy","score_opus":0.004438796504398236,"score_gpt":0.1736990701436134,"score_spread":0.16926027363921517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075900915","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8875761,0.0015497351,0.036469784,0.0027857781,0.002920939,0.0011755578,0.00040829583,0.0032725495,0.063841246],"genre_scores_gemma":[0.9979815,0.000391093,0.00019922723,0.0001693656,0.00022277614,0.000011446948,0.000032983437,0.00004472714,0.0009468826],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99864256,0.00002007225,0.0003649321,0.00014826805,0.0002501699,0.0005739658],"domain_scores_gemma":[0.99879414,0.000021761012,0.000018937302,0.00024558822,0.0000108728,0.0009086891],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00021467457,0.0001947578,0.00018533753,0.00013147805,0.00017954747,0.00008750003,0.00023745673,0.00022880474,0.005165489],"category_scores_gemma":[0.000017621553,0.00019950731,0.000116763025,0.00015259297,0.000055670407,0.00014022879,0.000009099666,0.0007694425,0.00027615132],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000014232427,0.000004854649,0.000020696047,0.000004595079,0.000016372054,0.000047740792,0.000010543676,0.9163694,0.00021724362,0.000121093406,0.003455319,0.07973075],"study_design_scores_gemma":[0.00025972104,0.000053768294,0.0027413818,0.000029532472,0.00001376789,0.00025646162,0.000011011355,0.57664496,0.000045224657,0.000062972045,0.4195838,0.00029741836],"about_ca_topic_score_codex":0.00030282268,"about_ca_topic_score_gemma":0.00018642859,"teacher_disagreement_score":0.4161285,"about_ca_system_score_codex":0.00049964833,"about_ca_system_score_gemma":0.000100366655,"threshold_uncertainty_score":0.99574393},"labels":[],"label_agreement":null},{"id":"W2076198315","doi":"10.1139/t02-011","title":"Bearing capacity and settlement of weak fly ash ground improved using lime fly ash or stone columns","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lime; Fly ash; Geotechnical engineering; Curing (chemistry); Settlement (finance); Bearing capacity; Materials science; Environmental science; Geology; Composite material; Metallurgy","score_opus":0.02427141012663888,"score_gpt":0.20111689268031108,"score_spread":0.1768454825536722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076198315","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.951614,0.00074815,0.045599185,0.0003594462,0.0004830368,0.0003660982,0.00010669229,0.000281242,0.00044210372],"genre_scores_gemma":[0.9975188,0.0001316698,0.0019832684,0.000049237515,0.00013558537,0.000005862001,0.0000041753397,0.000052865937,0.00011855172],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99833494,0.000032064578,0.00055220287,0.00021430402,0.00024470474,0.00062178535],"domain_scores_gemma":[0.99871266,0.000059741928,0.000078154844,0.00025968265,0.00010088258,0.0007888725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003915395,0.00023750517,0.00035227078,0.00026048822,0.0002092919,0.00010653334,0.00022810242,0.0003026552,0.00023582565],"category_scores_gemma":[0.00016140068,0.00024095066,0.000093728646,0.00035701194,0.00010941833,0.0001745263,0.000043283035,0.00081155397,0.00000509657],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013470236,0.00005853012,0.00021494676,0.00020817756,0.00015038988,0.000070200425,0.00025634767,0.9510116,0.030580055,0.0002393241,0.0013609665,0.015836004],"study_design_scores_gemma":[0.00062857737,0.00016591875,0.0038273283,0.000174309,0.0000694811,0.00051913987,0.000081536484,0.9837188,0.00041359948,0.00014331956,0.009818956,0.00043900067],"about_ca_topic_score_codex":0.00399651,"about_ca_topic_score_gemma":0.007669222,"teacher_disagreement_score":0.045904737,"about_ca_system_score_codex":0.0005632038,"about_ca_system_score_gemma":0.00008821219,"threshold_uncertainty_score":0.98256826},"labels":[],"label_agreement":null},{"id":"W2076661691","doi":"10.1139/t08-124","title":"Design procedure for vertical drains considering a linear variation of lateral permeability within the smear zone","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Drainage; Permeability (electromagnetism); Levee; Geology; Engineering","score_opus":0.01549301731319124,"score_gpt":0.21310244521441432,"score_spread":0.19760942790122307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076661691","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16372421,0.00008150742,0.83354104,0.0017225369,0.00019800002,0.00050272996,0.000010997298,0.00019335999,0.000025615607],"genre_scores_gemma":[0.99553376,0.000008269733,0.0041413577,0.00014747826,0.00012186678,0.000013999681,0.0000033808622,0.000022837834,0.0000070674064],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987673,0.0000423607,0.00046724462,0.00014349996,0.00020672199,0.00037283197],"domain_scores_gemma":[0.9991207,0.00014374462,0.000036905203,0.00021409157,0.00013850113,0.00034602013],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074634154,0.00015572904,0.00021960562,0.00010599409,0.00016074018,0.00005478474,0.000252488,0.00023928205,0.000014498554],"category_scores_gemma":[0.00077020924,0.00012461454,0.00010335313,0.0002250624,0.00006731299,0.000094612864,0.000008487333,0.0005680972,0.0000019859433],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016927643,0.000015798014,0.000015305088,0.000026383172,0.000017128692,0.0000046837217,0.00019536278,0.9943872,0.0035700786,0.0008696263,0.000113942595,0.00076752715],"study_design_scores_gemma":[0.00034458475,0.00017891098,0.004508218,0.00006093053,0.000032590535,0.0001182316,0.000017422499,0.99029213,0.0007870133,0.002971636,0.000515603,0.00017275597],"about_ca_topic_score_codex":0.00019113494,"about_ca_topic_score_gemma":0.00025725036,"teacher_disagreement_score":0.8318095,"about_ca_system_score_codex":0.00024837325,"about_ca_system_score_gemma":0.0002639966,"threshold_uncertainty_score":0.50816333},"labels":[],"label_agreement":null},{"id":"W2079618577","doi":"10.1680/gein.14.00023","title":"Experimental and numerical study on lateral behaviour of geosynthetic-reinforced pile foundation system","year":2014,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geotechnical engineering; Foundation (evidence); Pile; Geosynthetics; Geology; Layer (electronics); STRIPS; Geogrid; Aggregate (composite); Finite element method; Materials science; Structural engineering; Engineering; Composite material; Reinforcement","score_opus":0.00795944718724858,"score_gpt":0.22537870984586725,"score_spread":0.21741926265861866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079618577","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94764954,0.0000060815164,0.048805248,0.00001932827,0.0005703817,0.00014983983,0.000009061206,0.00022197806,0.0025685518],"genre_scores_gemma":[0.99969864,6.9900517e-7,0.00013180192,0.0000046801047,0.000054245098,0.000023804854,0.000018688866,0.000023609851,0.000043817075],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99916536,0.000022650149,0.00027323037,0.00014854572,0.00026650797,0.00012370925],"domain_scores_gemma":[0.99964684,0.00004838191,0.000039337046,0.00016494593,0.00004983362,0.000050682145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015182878,0.00013052,0.0001489883,0.00009560522,0.00003397678,0.0000311718,0.0001279603,0.000059856095,0.000042526182],"category_scores_gemma":[0.0000459077,0.0001304843,0.000037547994,0.00005157957,0.00002686658,0.000054765904,0.00003682563,0.00010009113,0.000018471841],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004729771,0.0002897912,0.002172621,0.000062539686,0.000073916126,0.0000027590384,0.001088824,0.9437552,0.01725184,0.031142434,0.000026719112,0.0040860367],"study_design_scores_gemma":[0.00044513345,0.00025359163,0.007643889,0.000048815473,0.00001524087,0.000008793691,0.0002642984,0.9811593,0.009645697,0.00002273497,0.000329758,0.00016269986],"about_ca_topic_score_codex":0.000018428695,"about_ca_topic_score_gemma":3.95989e-7,"teacher_disagreement_score":0.052049126,"about_ca_system_score_codex":0.00007238678,"about_ca_system_score_gemma":0.0000033054646,"threshold_uncertainty_score":0.53209955},"labels":[],"label_agreement":null},{"id":"W2079658582","doi":"10.1061/(asce)mt.1943-5533.0000675","title":"Compression Behavior of Large-Sized Tire-Derived Aggregate for Embankment Application","year":2012,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Natural Resources","funders":"","keywords":"Compression (physics); Aggregate (composite); Compressibility; Materials science; Compression test; Structural engineering; Composite material; Geotechnical engineering; Engineering","score_opus":0.009617687057629776,"score_gpt":0.2388399556600208,"score_spread":0.22922226860239103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079658582","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8818368,0.00053456484,0.11630466,0.000008659865,0.0009524998,0.0002586252,0.000017209899,0.00007409693,0.00001292395],"genre_scores_gemma":[0.9972807,0.00010869477,0.0023088795,0.0000023272803,0.0001783109,0.00006410847,0.000009341313,0.000045500237,0.0000021108626],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987425,0.000015206461,0.00071675715,0.00006839687,0.00017392279,0.0002831999],"domain_scores_gemma":[0.99946797,0.00007431751,0.00016577737,0.00013874093,0.00007218695,0.000081019185],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006994982,0.00015463805,0.00039080443,0.00018506362,0.000014164072,0.00001255222,0.00013702364,0.00012070063,0.000018939945],"category_scores_gemma":[0.00010201553,0.00014833269,0.00007578669,0.0001258216,0.0000073794276,0.00018481817,0.000023147091,0.0001136047,0.0000010743133],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018759018,0.00006223531,0.000081813145,0.0002971231,0.000013572408,5.4899516e-7,0.00011169895,0.35473132,0.64388096,0.000087439745,0.00002036028,0.0006941625],"study_design_scores_gemma":[0.001971298,0.00009558791,0.010252424,0.0006149409,0.00007648621,0.000025638323,0.000039131028,0.15859798,0.8258771,0.000028990296,0.0020748335,0.00034562426],"about_ca_topic_score_codex":0.0000024737888,"about_ca_topic_score_gemma":0.0000019295003,"teacher_disagreement_score":0.19613333,"about_ca_system_score_codex":0.0000940854,"about_ca_system_score_gemma":0.000008641629,"threshold_uncertainty_score":0.6048832},"labels":[],"label_agreement":null},{"id":"W2080761142","doi":"10.1680/grim.2005.9.4.137","title":"Encapsulated stone columns as a soil improvement technique for collapsible soil","year":2005,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":127,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Geotechnical engineering; Foundation (evidence); Settlement (finance); Bearing capacity; Rigidity (electromagnetism); Geology; Environmental science; Engineering; Structural engineering","score_opus":0.006011959204366748,"score_gpt":0.20079612996335136,"score_spread":0.1947841707589846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080761142","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90432155,0.0002679465,0.086009115,0.00031590773,0.00083973835,0.0033146318,0.00006853377,0.0006296054,0.004232974],"genre_scores_gemma":[0.99757236,0.0000843181,0.0012457449,0.000035923636,0.00009394762,0.00063891645,0.000010291778,0.00005264745,0.00026586253],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998101,0.0000022442873,0.00076170306,0.0002745196,0.0004471389,0.00041337142],"domain_scores_gemma":[0.99902844,0.000028279395,0.00020197633,0.00022334178,0.00041316607,0.00010477356],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00044957676,0.00032105102,0.0003844642,0.00020158099,0.00011599689,0.00003731497,0.00040635857,0.00021368738,0.000017094686],"category_scores_gemma":[0.0001696283,0.00029321984,0.00020572821,0.00057240296,0.00012293726,0.00033798293,0.00008771814,0.00022126219,0.0000018675202],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002096196,0.00010445419,0.0000064562337,0.0006796496,0.00007555394,4.0450267e-8,0.00014516212,0.40037984,0.5909182,0.005820217,0.00037174206,0.0014777182],"study_design_scores_gemma":[0.0011722104,0.00048817988,0.00009791543,0.00025184985,0.0000911109,0.0000044413378,0.00016766066,0.17934574,0.81247437,0.000762917,0.0047740303,0.00036955124],"about_ca_topic_score_codex":0.0001017203,"about_ca_topic_score_gemma":0.00005467321,"teacher_disagreement_score":0.2215562,"about_ca_system_score_codex":0.00047770023,"about_ca_system_score_gemma":0.00008423932,"threshold_uncertainty_score":0.999952},"labels":[],"label_agreement":null},{"id":"W2081239963","doi":"10.1016/j.wasman.2004.08.004","title":"Suitability of shredded tires for use in landfill leachate collection systems","year":2004,"lang":"en","type":"article","venue":"Waste Management","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; Golder Associates (Canada); Toronto Metropolitan University","funders":"","keywords":"Leachate; Hydraulic conductivity; Conductivity; Compressibility; Geotechnical engineering; Materials science; Permeability (electromagnetism); Environmental science; Waste management; Engineering; Soil science; Soil water; Membrane; Chemistry","score_opus":0.014074153627939035,"score_gpt":0.19922547691501982,"score_spread":0.18515132328708078,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081239963","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81706625,0.00009690785,0.18077108,0.000017456594,0.00034451426,0.00081717275,0.000009575892,0.00021799128,0.0006590583],"genre_scores_gemma":[0.998924,0.00002995153,0.0007857999,0.000001578621,0.000012181914,0.000106201944,0.000010991654,0.000014841573,0.00011443949],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994483,0.000007578779,0.00021201669,0.00010980284,0.00008554638,0.00013673403],"domain_scores_gemma":[0.99976933,0.000022003318,0.000017008992,0.00015088028,0.000019849256,0.00002094665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016525721,0.00007918431,0.00012748249,0.00010572803,0.000014919344,0.000015351063,0.00005455301,0.000042262996,0.0000011469992],"category_scores_gemma":[0.00001889922,0.00008123033,0.000032409393,0.00020557808,0.000008018968,0.000060393562,0.000016560314,0.000039568888,0.000001181667],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008919813,0.000027085236,0.00020068599,0.00056041154,0.000015147752,6.1982854e-7,0.00007635736,0.9960147,0.00012987964,0.002346293,0.000044238703,0.00057561835],"study_design_scores_gemma":[0.0015337891,0.00008465242,0.007477729,0.00018264397,0.000024365614,6.255993e-7,0.00038381637,0.9870033,0.0011414099,0.00055349444,0.00140782,0.0002063508],"about_ca_topic_score_codex":0.00014962403,"about_ca_topic_score_gemma":0.000096257085,"teacher_disagreement_score":0.18185778,"about_ca_system_score_codex":0.00013461577,"about_ca_system_score_gemma":0.0000024069175,"threshold_uncertainty_score":0.3312477},"labels":[],"label_agreement":null},{"id":"W2081983909","doi":"10.1016/j.sandf.2012.01.009","title":"Measured and predicted loads in steel strip reinforced c−ϕ soil walls in Japan","year":2012,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":47,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Japan Society for the Promotion of Science; Federal Highway Administration; Ministry of Defense- Japan; Ministry of Education, Culture, Sports, Science and Technology","keywords":"Geotechnical engineering; Lateral earth pressure; Ultimate tensile strength; Chart; Retaining wall; Mechanically stabilized earth; Reinforcement; Soil water; Structural engineering; Range (aeronautics); STRIPS; Geology; Engineering; Materials science; Mathematics; Composite material; Soil science","score_opus":0.012452379629539788,"score_gpt":0.21077634991996755,"score_spread":0.19832397029042775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081983909","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99495524,0.00028663268,0.0028712715,0.00006006522,0.00011650759,0.0001376502,0.0000070201527,0.00015609559,0.0014095228],"genre_scores_gemma":[0.99956685,0.00016486827,0.00007824286,0.000009091063,0.000028936354,0.000027617785,0.000041581967,0.0000132939285,0.00006949192],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994054,0.0000118527805,0.00019848745,0.000088426896,0.000079979494,0.00021587498],"domain_scores_gemma":[0.9997498,0.000038564805,0.000012293716,0.00009974095,0.000016977043,0.000082656916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001799978,0.0000950009,0.00011764357,0.0001209616,0.000035050416,0.000031886168,0.000034265635,0.00009588694,0.000008978422],"category_scores_gemma":[0.000085388965,0.00009943263,0.000012704339,0.0002454179,0.000027210506,0.00022759728,0.0000152210005,0.00014058396,0.00000216698],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010294179,0.00006121572,0.019537233,0.0002219677,0.000027975468,8.426859e-7,0.002829412,0.9432818,0.0055597285,0.008803232,0.00010297814,0.019563295],"study_design_scores_gemma":[0.0006883176,0.000022699023,0.32091612,0.000060840808,0.000009993038,0.0000031233642,0.00016296102,0.676535,0.00010182834,0.000207503,0.0010895035,0.0002021148],"about_ca_topic_score_codex":0.000080675185,"about_ca_topic_score_gemma":0.00021116761,"teacher_disagreement_score":0.3013789,"about_ca_system_score_codex":0.000044994646,"about_ca_system_score_gemma":0.000009934303,"threshold_uncertainty_score":0.4054745},"labels":[],"label_agreement":null},{"id":"W2083101260","doi":"10.1139/t00-011","title":"Tension tests on wedge-piles in sensitive clays","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Imperial College London","keywords":"Geotechnical engineering; Pile; Wedge (geometry); Bearing capacity; Geology; Tension (geology); Traction (geology); Compression (physics); Materials science; Composite material","score_opus":0.0068928461836723414,"score_gpt":0.1887565043226545,"score_spread":0.18186365813898217,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083101260","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97767395,0.00032777447,0.004023225,0.001979008,0.0006292501,0.00037964594,0.00003421635,0.0007900006,0.014162938],"genre_scores_gemma":[0.9991123,0.00018992623,0.00011281455,0.00028716057,0.00013986051,0.0000052523455,0.000006956764,0.000039707196,0.00010602035],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99876267,0.00003193066,0.00032222868,0.00016995212,0.00018124215,0.0005319497],"domain_scores_gemma":[0.9990812,0.00007017741,0.000015166526,0.00019772437,0.00004379425,0.0005919644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024408232,0.00018669663,0.0002081143,0.0003312658,0.00009548319,0.00005078137,0.0001569731,0.00029146238,0.00030557095],"category_scores_gemma":[0.00013156226,0.00018432384,0.00007699336,0.0003935877,0.000042418178,0.00008644929,0.0000061255773,0.001032241,0.00020991452],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006360886,0.000011691935,0.000025664514,0.000005518092,0.0000051329544,0.00024117963,0.00002508722,0.95801437,0.0003759311,0.00011019163,0.0021136585,0.0390652],"study_design_scores_gemma":[0.00072193524,0.00016648417,0.031513385,0.00035535794,0.000014073354,0.0007110549,0.000038135695,0.8974462,0.00027681573,0.0009538213,0.06716554,0.00063720875],"about_ca_topic_score_codex":0.0011721622,"about_ca_topic_score_gemma":0.003679412,"teacher_disagreement_score":0.06505188,"about_ca_system_score_codex":0.00051895366,"about_ca_system_score_gemma":0.000092821036,"threshold_uncertainty_score":0.7516508},"labels":[],"label_agreement":null},{"id":"W2084228937","doi":"10.1139/l08-102","title":"Field investigation of granular base rehabilitation project incorporating a woven geotextile separation layer, sand, and cement stabilization","year":2009,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Magna International (Canada); University of Saskatchewan; Saskatchewan Ministry of Agriculture","funders":"","keywords":"Geotextile; Subgrade; Geotechnical engineering; Cement; Geosynthetics; Durability; Drainage; Granular material; Materials science; Compressive strength; Bearing capacity; Environmental science; Composite material; Engineering","score_opus":0.008821676957840436,"score_gpt":0.2046977547251457,"score_spread":0.19587607776730526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084228937","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8164427,0.00084119674,0.18158166,0.00027031772,0.00027723858,0.00030145101,0.00000867508,0.000082843195,0.0001938897],"genre_scores_gemma":[0.997813,0.00002393635,0.002053657,0.0000191557,0.00005323046,0.000004514132,0.000011873538,0.000018670275,0.0000020006837],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99903744,0.000022290329,0.0005101412,0.000097462296,0.00015942837,0.0001732161],"domain_scores_gemma":[0.9993182,0.00010108529,0.000112689624,0.00011576061,0.00016444681,0.00018782703],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003976515,0.00014098393,0.0002116643,0.00042000596,0.000040128823,0.000035422778,0.00007401628,0.00010467485,0.0000103765815],"category_scores_gemma":[0.00046630925,0.00015483909,0.000049391976,0.00037698084,0.000018566647,0.00031684045,0.000003522434,0.00018134872,2.640167e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000050050458,0.0000040947903,0.0008285071,0.00016308604,0.0000097996935,0.0000030398187,0.0007909406,0.9803907,0.015494702,0.0005591295,0.00017445545,0.0015765138],"study_design_scores_gemma":[0.00053747126,0.0006870592,0.008428258,0.00043297702,0.000041388048,0.00002641193,0.00014109183,0.9808782,0.0066968775,0.0013843095,0.0004541896,0.0002918204],"about_ca_topic_score_codex":0.00018603743,"about_ca_topic_score_gemma":0.0025738513,"teacher_disagreement_score":0.18137023,"about_ca_system_score_codex":0.00013568907,"about_ca_system_score_gemma":0.00016280146,"threshold_uncertainty_score":0.6314155},"labels":[],"label_agreement":null},{"id":"W2084890277","doi":"10.1007/s11440-010-0109-0","title":"Passive earth pressure on embedded vertical plate anchors in sand","year":2011,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Embedment; Lateral earth pressure; Geotechnical engineering; Consolidation (business); Shearing (physics); Mohr–Coulomb theory; Finite element method; Structural engineering; Solid mechanics; Foundation (evidence); Geology; Overburden pressure; Engineering; Materials science; Composite material","score_opus":0.01180908253591781,"score_gpt":0.19212356032157032,"score_spread":0.18031447778565252,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084890277","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95647115,0.00030045875,0.008581056,0.0001494797,0.00047378222,0.000670512,0.00001927975,0.0027621195,0.030572161],"genre_scores_gemma":[0.99939907,0.000089415014,0.00031421884,0.000028259205,0.000028618546,0.000045454854,0.0000057175744,0.00004383755,0.000045416182],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99893486,0.000018503293,0.00026181535,0.0002486331,0.0001677813,0.00036838546],"domain_scores_gemma":[0.9993848,0.000055227723,0.000013669479,0.00041817696,0.000020342808,0.00010778514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010253549,0.00020083049,0.00021807777,0.00012788642,0.00002911425,0.000014601131,0.00021044967,0.00028572534,0.00011775841],"category_scores_gemma":[0.00012606053,0.0001953807,0.000056877776,0.00029036918,0.000037584698,0.00010039622,0.000038719092,0.00047607813,0.000047999914],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011775253,0.00032434624,0.00017717236,0.00020950723,0.00010987636,0.000078544355,0.0012384658,0.9588101,0.022150334,0.0045504984,0.0018618477,0.010371589],"study_design_scores_gemma":[0.0022372876,0.00062067533,0.066277355,0.00045983234,0.00010485414,0.000026066196,0.00012372961,0.8359558,0.052558158,0.002022868,0.037905242,0.0017081585],"about_ca_topic_score_codex":0.0000169832,"about_ca_topic_score_gemma":0.000007269849,"teacher_disagreement_score":0.122854285,"about_ca_system_score_codex":0.000027541753,"about_ca_system_score_gemma":0.00001069446,"threshold_uncertainty_score":0.79673934},"labels":[],"label_agreement":null},{"id":"W2085158091","doi":"10.1016/j.conbuildmat.2013.07.019","title":"Thermal properties of mine tailings and tire crumbs mixtures","year":2013,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Goldcorp","keywords":"Tailings; Thermal conductivity; Mixing (physics); Materials science; Porosity; Thermal; Composite material; Chart; Environmental science; Metallurgy; Mathematics; Thermodynamics","score_opus":0.006271660685063641,"score_gpt":0.1693005472895135,"score_spread":0.16302888660444986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085158091","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988558,0.0003376337,0.00026889052,0.00003225105,0.00021393511,0.000091646514,0.0000019487945,0.00013849905,0.000059378217],"genre_scores_gemma":[0.9989338,0.00006562177,0.00093094935,0.0000045478373,0.00003489211,0.0000104720175,0.0000011461705,0.000010061186,0.000008503507],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99964553,0.0000071664313,0.0001508166,0.00007510699,0.00004055744,0.00008082343],"domain_scores_gemma":[0.99986184,0.0000072237985,0.00002081463,0.000053924774,0.000027346216,0.000028834773],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000052203264,0.00007643681,0.00012620517,0.00003839533,0.000027751894,0.000042776588,0.000023620702,0.00006090663,0.000047188973],"category_scores_gemma":[0.000026220308,0.00006284617,0.000008964938,0.000035148332,0.000079080884,0.00008864435,0.000011742321,0.000029087754,0.0000010957433],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000020678417,0.0000016347468,0.000096578944,0.00017571953,0.0000066235652,5.883419e-8,0.000050719544,0.0014359936,0.98671275,0.00030318485,0.000010696947,0.011203985],"study_design_scores_gemma":[0.0001323738,0.000011898148,0.0011261696,0.00008532247,0.000008082456,0.000012097868,0.000052743224,0.004634351,0.9936194,0.00008127569,0.00014053672,0.00009574643],"about_ca_topic_score_codex":0.000040091247,"about_ca_topic_score_gemma":2.90994e-7,"teacher_disagreement_score":0.011108238,"about_ca_system_score_codex":0.0000046076925,"about_ca_system_score_gemma":0.0000021727137,"threshold_uncertainty_score":0.25627926},"labels":[],"label_agreement":null},{"id":"W2085422079","doi":"10.1139/l10-102","title":"Mechanistic characterization of cement stabilized marginal granular base materials for road construction","year":2010,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of Saskatchewan; Saskatchewan Ministry of Agriculture","funders":"","keywords":"Granular material; Cement; Durability; Characterization (materials science); Materials science; Base course; Geotechnical engineering; Environmental science; Composite material; Engineering; Asphalt; Nanotechnology","score_opus":0.005436960127893187,"score_gpt":0.16975897718488037,"score_spread":0.16432201705698718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085422079","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6996077,0.000041392927,0.2977526,0.00002540262,0.002186639,0.00019224825,0.00009552053,0.00005252575,0.000046004472],"genre_scores_gemma":[0.99785405,0.000013378484,0.001880191,0.0000031310526,0.00016020623,0.000012777916,0.000028140395,0.00004376686,0.000004341111],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989767,0.000008157751,0.0005149719,0.00008639503,0.00015738406,0.00025639],"domain_scores_gemma":[0.99918383,0.000030453908,0.00010419097,0.00014003456,0.00027058952,0.00027089953],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042248023,0.00015771207,0.0002910842,0.00031897862,0.00003583108,0.00003459326,0.0001287058,0.00012186236,0.00021475846],"category_scores_gemma":[0.00028097534,0.00017248442,0.00007974814,0.00015136621,0.000024606597,0.00011877187,0.0000038809444,0.00018558977,8.155346e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007707309,0.000004479014,0.00001933938,0.00025798354,0.000021405725,0.000003776738,0.000053983327,0.17497462,0.82220066,0.001700819,0.000015377736,0.00073987414],"study_design_scores_gemma":[0.0027838957,0.00038128745,0.0051951185,0.00059948605,0.00025601985,0.00031194885,0.00007760534,0.5454965,0.4285986,0.0009009077,0.014344378,0.0010542235],"about_ca_topic_score_codex":0.000083146726,"about_ca_topic_score_gemma":0.0023463215,"teacher_disagreement_score":0.393602,"about_ca_system_score_codex":0.00010986635,"about_ca_system_score_gemma":0.00014038337,"threshold_uncertainty_score":0.70337105},"labels":[],"label_agreement":null},{"id":"W2087068139","doi":"10.3141/1819b-01","title":"Laboratory and Field Evaluation of Cement Kiln Dust and Lime for Stabilizing Clayey Silt on Low-Volume Unpaved Roads","year":2003,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Lime; Silt; Soil stabilization; Geotechnical engineering; Cement kiln; Cement; Compressive strength; Environmental science; Calcium oxide; Soil water; Waste management; Materials science; Geology; Composite material; Soil science; Engineering; Metallurgy","score_opus":0.06884789832634206,"score_gpt":0.34633407370363967,"score_spread":0.2774861753772976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087068139","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9931204,0.00045497803,0.004638444,0.0004291918,0.00022537104,0.0009826331,0.000040272145,0.0000273528,0.00008135762],"genre_scores_gemma":[0.9982845,0.0007466309,0.00073954277,0.000011654411,0.00003893516,0.000089000416,0.000009299158,0.00003934299,0.000041081865],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99611014,0.0005134823,0.0008350075,0.00023425657,0.0018864201,0.00042071255],"domain_scores_gemma":[0.99607456,0.00087530474,0.00013920867,0.00025166236,0.0024554764,0.00020381827],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0058292425,0.00017197094,0.00030680618,0.00048687766,0.0002047061,0.00005069753,0.00021027274,0.00017674534,0.000070958435],"category_scores_gemma":[0.00065122516,0.0001449352,0.00011221769,0.0007982538,0.00017192273,0.00024298651,0.0000023307716,0.0008534087,0.0000010142634],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016242212,0.00055302563,0.07855653,0.0034320988,0.00044572755,0.000013871663,0.006407516,0.7937565,0.06803609,0.010116168,0.0025716596,0.03448663],"study_design_scores_gemma":[0.007701379,0.0035301126,0.80205524,0.0015925096,0.00030498023,7.7869913e-7,0.004395181,0.10834524,0.05479027,0.006659467,0.009914768,0.00071005273],"about_ca_topic_score_codex":0.00027375645,"about_ca_topic_score_gemma":0.0013542688,"teacher_disagreement_score":0.7234987,"about_ca_system_score_codex":0.00015537538,"about_ca_system_score_gemma":0.00022568138,"threshold_uncertainty_score":0.59102863},"labels":[],"label_agreement":null},{"id":"W2087473882","doi":"10.1017/s1727719100001076","title":"Behaviors of Drained Lateral Extension for Saturated Sand and Their Applications","year":2007,"lang":"en","type":"article","venue":"Journal of Mechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Chung Hua University; National Science Council","keywords":"Lateral earth pressure; Shearing (physics); Retaining wall; Overburden pressure; Geotechnical engineering; Mechanics; Structural engineering; Deformation (meteorology); Geology; Monotonic function; Materials science; Stress (linguistics); Geometry; Mathematics; Engineering; Physics; Composite material; Mathematical analysis","score_opus":0.007669658244650076,"score_gpt":0.21761350741541824,"score_spread":0.20994384917076817,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087473882","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29908177,0.0002521459,0.70042247,0.000015435093,0.000097187185,0.00009144717,0.0000041721814,0.000025645471,0.000009744849],"genre_scores_gemma":[0.9973771,0.00006110802,0.0024995578,0.000004648109,0.000036864676,0.0000018868691,0.0000024770584,0.00001254665,0.000003827791],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99955314,0.0000031629331,0.00026271318,0.000038702165,0.000059298443,0.000082985986],"domain_scores_gemma":[0.99964315,0.00005329245,0.0000644019,0.00006223726,0.00012937373,0.000047524274],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031571518,0.0000612585,0.00012941242,0.00007238157,0.00001801225,0.000005517579,0.000045017336,0.00007324117,0.0000014252117],"category_scores_gemma":[0.000031889755,0.00004846275,0.000042884116,0.00009591877,0.000004719503,0.000041673255,0.0000059766153,0.00009141083,8.274365e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005425912,0.000052142037,0.0000132664445,0.00015385538,0.000039381834,0.0000017141505,0.0003194648,0.09650087,0.8682664,0.0027597295,0.00008122913,0.031757668],"study_design_scores_gemma":[0.0019369376,0.0005839248,0.0014010873,0.00020315537,0.00012089565,0.00014366435,0.00029107733,0.78004056,0.20007832,0.01027809,0.004557622,0.0003646351],"about_ca_topic_score_codex":5.8108674e-7,"about_ca_topic_score_gemma":0.0000010672857,"teacher_disagreement_score":0.6982953,"about_ca_system_score_codex":0.000017852526,"about_ca_system_score_gemma":0.0000058775754,"threshold_uncertainty_score":0.19762535},"labels":[],"label_agreement":null},{"id":"W2087595937","doi":"10.1139/t05-067","title":"Upper-bound solutions of three-dimensional passive earth pressures","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Limit analysis; Upper and lower bounds; Lateral earth pressure; Surface (topology); Limit (mathematics); Spiral (railway); Geometry; Bounded function; Mechanics; Failure mechanism; Geology; Geotechnical engineering; Structural engineering; Mathematics; Physics; Mathematical analysis; Engineering","score_opus":0.01033303598959181,"score_gpt":0.19144029596992843,"score_spread":0.1811072599803366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087595937","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61520904,0.009843062,0.35650367,0.008390124,0.0023518077,0.0009918438,0.00035471396,0.00171796,0.004637774],"genre_scores_gemma":[0.99854606,0.00003549373,0.0010263635,0.000064599786,0.00022645778,0.0000063951275,0.0000070879814,0.000030481197,0.000057075074],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987214,0.000017534456,0.0003827116,0.00012589009,0.00024813507,0.0005043072],"domain_scores_gemma":[0.99898446,0.00005497458,0.000042127143,0.00021278915,0.00012201578,0.0005836384],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002008842,0.00015664741,0.00020844319,0.00023890221,0.00017360126,0.000038650986,0.00022948162,0.00023169434,0.00027153702],"category_scores_gemma":[0.00013560304,0.0001552436,0.00013003882,0.00023512305,0.00009302907,0.000138521,0.00002292009,0.0006260986,0.000029922257],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000001970743,0.000012312051,0.00002230379,0.000010082891,0.00002963071,0.00000951134,0.000010755354,0.98426354,0.0007431829,0.0010564167,0.0027553265,0.011084951],"study_design_scores_gemma":[0.0003313837,0.000064359025,0.0062971925,0.00009292587,0.000040187468,0.00025558335,0.0000075836424,0.90659666,0.0005341254,0.0011288384,0.08433362,0.00031752672],"about_ca_topic_score_codex":0.0012438274,"about_ca_topic_score_gemma":0.009782099,"teacher_disagreement_score":0.383337,"about_ca_system_score_codex":0.00017229334,"about_ca_system_score_gemma":0.00021607055,"threshold_uncertainty_score":0.63306504},"labels":[],"label_agreement":null},{"id":"W2088855642","doi":"10.3208/sandf.41.5_117","title":"Considerations on Stability of Embankments on Clay","year":2001,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada); Ministère des Transports; Université Laval","funders":"","keywords":"Geotechnical engineering; Context (archaeology); Slope stability; Civil engineering; Levee; Soil stabilization; Engineering geology; Engineering; Biogeosciences; Stability (learning theory); Geology; Computer science; Soil water; Earth science; Soil science","score_opus":0.026104085363262326,"score_gpt":0.24303981814462805,"score_spread":0.21693573278136571,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088855642","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97189945,0.000030818468,0.0070003634,0.00020514465,0.0001530409,0.00012815355,0.000016427173,0.00018428166,0.020382347],"genre_scores_gemma":[0.99969697,0.000065458735,0.00012888639,0.000026624542,0.000017349528,0.000014107631,0.000016950595,0.000008795908,0.000024853838],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995818,0.000009571116,0.00014913498,0.000091056114,0.00007928339,0.000089167166],"domain_scores_gemma":[0.99967074,0.000098006785,0.000012860229,0.00014535271,0.000032703338,0.000040314113],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006672963,0.000070545204,0.000083391475,0.000048286824,0.00007558253,0.000019065277,0.000021951322,0.00004441423,0.00011748828],"category_scores_gemma":[0.000083713996,0.00006865765,0.000022566099,0.000100273384,0.00003455617,0.000050219012,0.000005338263,0.00007602579,0.000012358044],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012245019,0.0002571975,0.0014782955,0.000105487496,0.000043675354,0.000001738142,0.0005294286,0.8521531,0.0049499776,0.12904511,0.00053524604,0.010888483],"study_design_scores_gemma":[0.0026520444,0.001080859,0.13339083,0.00029747546,0.00012071797,0.000022592441,0.0004108201,0.764364,0.015048152,0.061514165,0.019759854,0.0013384852],"about_ca_topic_score_codex":0.000009212001,"about_ca_topic_score_gemma":0.000017430773,"teacher_disagreement_score":0.13191253,"about_ca_system_score_codex":0.000024352436,"about_ca_system_score_gemma":0.000008136299,"threshold_uncertainty_score":0.2799778},"labels":[],"label_agreement":null},{"id":"W2088911975","doi":"10.1680/grim.2006.10.2.47","title":"Back-calculating vibro-installation stresses in stone-column-reinforced soils","year":2006,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Settlement (finance); Geotechnical engineering; Stress (linguistics); Geology; Soil water; Soil science; Computer science","score_opus":0.0056410393961004324,"score_gpt":0.1842576854687987,"score_spread":0.17861664607269825,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088911975","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9750112,0.00010010211,0.015106525,0.000029701816,0.00031367567,0.00049691234,0.000008268851,0.00014799577,0.008785582],"genre_scores_gemma":[0.99931407,0.000021520584,0.00046486364,0.0000052630644,0.00004877567,0.00003212264,0.000008259618,0.000026057864,0.00007904989],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99850774,0.0000024033118,0.00068881456,0.00017223037,0.00035672652,0.00027205833],"domain_scores_gemma":[0.99950457,0.000023883584,0.00015670042,0.00012891105,0.0001472488,0.000038680948],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002110625,0.00021751628,0.000266724,0.00019646349,0.000049105885,0.000031639822,0.00021559549,0.00013317916,0.000016112599],"category_scores_gemma":[0.00007810467,0.00020054622,0.0001052715,0.00057585165,0.00007913681,0.0004240489,0.000053971868,0.00018025185,0.0000015838616],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006743531,0.000026226771,0.00021558981,0.0005366087,0.000015564496,5.5365664e-8,0.000105024694,0.8395552,0.1454123,0.013604608,0.000032666107,0.00048938784],"study_design_scores_gemma":[0.0010025972,0.00009962565,0.0085556,0.00048391326,0.000031573178,0.000001984588,0.0001991297,0.88660485,0.101811,0.00052253256,0.0003392482,0.00034792675],"about_ca_topic_score_codex":0.0003242111,"about_ca_topic_score_gemma":0.000089163885,"teacher_disagreement_score":0.047049645,"about_ca_system_score_codex":0.000248353,"about_ca_system_score_gemma":0.000023086033,"threshold_uncertainty_score":0.81780374},"labels":[],"label_agreement":null},{"id":"W2089238885","doi":"10.1139/t99-124","title":"Soil-geotextile interface friction by direct shear tests","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":136,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Hong Kong University of Science and Technology","keywords":"Geotextile; Direct shear test; Geotechnical engineering; Shear (geology); Materials science; Triaxial shear test; Residual; Composite material; Shear stress; Shear strength (soil); Residual strength; Shearing (physics); Geology; Soil water; Mathematics","score_opus":0.0046304899179379945,"score_gpt":0.1868069734942211,"score_spread":0.1821764835762831,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089238885","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7128974,0.009878696,0.17823642,0.005292492,0.00383257,0.0012238144,0.00039422934,0.007347883,0.080896445],"genre_scores_gemma":[0.99838865,0.00042248392,0.000121737074,0.00010331252,0.00016607596,0.000010382785,0.00001356224,0.000061730025,0.0007120736],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985607,0.000030196574,0.0003685609,0.00020142239,0.00021412347,0.00062494946],"domain_scores_gemma":[0.99875754,0.000042276995,0.000021818487,0.00025813805,0.000047323712,0.0008729313],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00024161697,0.00022589037,0.00022616542,0.00017357628,0.00019497745,0.000121038975,0.00028870496,0.00031181175,0.0015997236],"category_scores_gemma":[0.00008737886,0.00023514903,0.00010860265,0.00038359818,0.00004634709,0.00018650258,0.000009862739,0.00088776095,0.0002849936],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000025457834,0.000010622004,0.0000062029085,0.000008066427,0.0000149434545,0.000016783626,0.000021991782,0.91751313,0.0008963084,0.000015642205,0.031801913,0.04969185],"study_design_scores_gemma":[0.00023134027,0.000077213524,0.00047640057,0.0000640468,0.000018269926,0.00023885391,0.000011596986,0.483144,0.0005591093,0.00023083441,0.5145635,0.00038482106],"about_ca_topic_score_codex":0.002374034,"about_ca_topic_score_gemma":0.0011462977,"teacher_disagreement_score":0.4827616,"about_ca_system_score_codex":0.0005076404,"about_ca_system_score_gemma":0.00010509741,"threshold_uncertainty_score":0.99931294},"labels":[],"label_agreement":null},{"id":"W2090649818","doi":"10.1139/t00-099","title":"Static response of fly ash columnar improved ground","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Consolidation (business); Fly ash; Overburden pressure; Materials science; Pore water pressure; Composite number; Triaxial shear test; Soil water; Composite material; Shear (geology); Geology; Soil science","score_opus":0.007467870987568353,"score_gpt":0.19295611527416467,"score_spread":0.18548824428659633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2090649818","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88132197,0.00042440635,0.114855,0.0011274486,0.00063723675,0.00030640274,0.00004025825,0.00046733767,0.0008199582],"genre_scores_gemma":[0.99894977,0.00010910676,0.0005215713,0.00009549541,0.00007522331,0.0000072862313,0.000004282515,0.00004361434,0.00019366415],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99864274,0.000054826793,0.00046980253,0.00013045751,0.00019610029,0.0005060659],"domain_scores_gemma":[0.99874234,0.00011895299,0.000049228725,0.00026570412,0.00011397972,0.0007098088],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065505184,0.0001646562,0.00024825623,0.0002934841,0.00009820829,0.00005432306,0.0002794409,0.00023423626,0.000160799],"category_scores_gemma":[0.00039628093,0.00017607522,0.000106816624,0.0004546494,0.00007012942,0.00011736873,0.000014692137,0.00059666915,0.000017656448],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000829335,0.00002527018,0.000067116176,0.000043023058,0.000049967017,0.00017604577,0.00008122186,0.97083354,0.013115625,0.0001980462,0.0032320383,0.012095153],"study_design_scores_gemma":[0.00093019876,0.00038145608,0.011911987,0.00014091785,0.000049091723,0.0010384085,0.00010648672,0.86097914,0.00039678634,0.001181298,0.122297384,0.0005868429],"about_ca_topic_score_codex":0.0024087585,"about_ca_topic_score_gemma":0.0023349803,"teacher_disagreement_score":0.11906535,"about_ca_system_score_codex":0.00042716117,"about_ca_system_score_gemma":0.00024412817,"threshold_uncertainty_score":0.71801394},"labels":[],"label_agreement":null},{"id":"W2090689018","doi":"10.1139/t2012-032","title":"Behavior of pressure-grouted anchors in gravel","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Lateral earth pressure; Overburden; Overburden pressure; Geology; Structural engineering; Engineering","score_opus":0.009917755163686402,"score_gpt":0.20304950963600335,"score_spread":0.19313175447231695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2090689018","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9598332,0.0038590387,0.03259754,0.00018495778,0.0013564646,0.0004398594,0.000055874458,0.00036116198,0.0013118775],"genre_scores_gemma":[0.99949133,0.00006255718,0.00026590534,0.00001778816,0.00009887237,0.0000126428795,0.000004211683,0.000027888846,0.000018781488],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9988491,0.000020374955,0.00037315796,0.000075338576,0.0001547,0.0005273361],"domain_scores_gemma":[0.9991123,0.000024354065,0.000030207502,0.00016958379,0.00004158963,0.00062196964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034483694,0.00012650636,0.00020148304,0.0003232763,0.000033240856,0.000015090477,0.00019160476,0.00023426687,0.00008366009],"category_scores_gemma":[0.0001133055,0.00013041981,0.00007084007,0.00036127437,0.000037288468,0.00013765758,0.0000114440845,0.0006032537,0.0000074476884],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000034237235,0.00005614726,0.006850446,0.000051344556,0.000022960387,0.000024004059,0.0001199292,0.9792245,0.0023206393,0.0008305137,0.00077640003,0.00971966],"study_design_scores_gemma":[0.0012534711,0.00012518662,0.61628854,0.0002956108,0.00015207578,0.0005688613,0.000115880095,0.30695012,0.0018089615,0.00048736893,0.070899375,0.0010545013],"about_ca_topic_score_codex":0.0021000798,"about_ca_topic_score_gemma":0.0011904222,"teacher_disagreement_score":0.6722744,"about_ca_system_score_codex":0.00017406057,"about_ca_system_score_gemma":0.00006316636,"threshold_uncertainty_score":0.53183657},"labels":[],"label_agreement":null},{"id":"W2090746245","doi":"10.1139/t07-041","title":"Mechanical behaviors of a synthetic paste of tire chips and paper sludge in MSW landfill daily cover applications","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Municipal solid waste; Hydraulic conductivity; Geotechnical engineering; Compressibility; Aggregate (composite); Materials science; Environmental science; Waste management; Composite material; Soil water; Engineering; Soil science","score_opus":0.0052689539319249615,"score_gpt":0.1909876326459088,"score_spread":0.18571867871398381,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2090746245","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90695155,0.000788715,0.09041315,0.00031370047,0.0001534025,0.000442179,0.00006604971,0.00012537546,0.00074585556],"genre_scores_gemma":[0.9994782,0.00011115671,0.00030808395,0.000024682005,0.000029648976,0.000009457095,0.0000042074066,0.000024665933,0.000009863356],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99885213,0.000016391636,0.0005152509,0.00012662513,0.0001628478,0.0003267615],"domain_scores_gemma":[0.9992164,0.000081736005,0.000051786144,0.00019641932,0.00005312242,0.00040057075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005052916,0.00012768018,0.00025176766,0.00028123366,0.000036709807,0.0000110440915,0.00016434678,0.00025056896,0.000052791474],"category_scores_gemma":[0.00008891486,0.00012723576,0.000065342014,0.00032717807,0.00006999749,0.00006520147,0.000018569875,0.00050617097,0.0000028908396],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006937854,0.00028629717,0.0049448423,0.0005902927,0.00011365581,0.00016632224,0.00038164374,0.74943167,0.06499635,0.011116663,0.00059601845,0.16730686],"study_design_scores_gemma":[0.006614309,0.0011607867,0.38682258,0.0022563462,0.00051264535,0.0025740466,0.00071386935,0.46214706,0.013498022,0.007824236,0.11239846,0.0034776663],"about_ca_topic_score_codex":0.0010546633,"about_ca_topic_score_gemma":0.0024476866,"teacher_disagreement_score":0.38187772,"about_ca_system_score_codex":0.0001371248,"about_ca_system_score_gemma":0.00006883184,"threshold_uncertainty_score":0.51885235},"labels":[],"label_agreement":null},{"id":"W2091893592","doi":"10.1520/gtj100991","title":"Toe-Driven Tapered Fiber-Reinforced Polymer Self-Consolidating Concrete Composite Piles: New High-Performance Technology for Deep Foundations","year":2007,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geotechnical engineering; Composite number; Self-consolidating concrete; Materials science; Fiber; Geology; Structural engineering; Engineering; Composite material; Compressive strength","score_opus":0.013657978076086558,"score_gpt":0.22951504518327226,"score_spread":0.2158570671071857,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2091893592","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37824023,0.00015898296,0.61784285,0.00017324288,0.00030892788,0.00032383978,0.000005294616,0.0025720021,0.0003746093],"genre_scores_gemma":[0.89435935,0.000024698676,0.10490621,0.000046726083,0.00039980045,0.000022962395,0.000022148848,0.00008371958,0.00013441035],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99766034,0.000015443155,0.0009262672,0.0002762903,0.00028157985,0.00084008527],"domain_scores_gemma":[0.99823046,0.00068295794,0.00018669723,0.00033551577,0.0002487426,0.00031563276],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006043445,0.0003347595,0.0004015232,0.00035399362,0.00046973542,0.00012935557,0.0004325117,0.0004312247,0.00004149874],"category_scores_gemma":[0.00094615045,0.00034615485,0.00011697786,0.0008998812,0.000105550054,0.00026167728,0.00008320512,0.0009950225,0.000032033007],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000147726905,0.000006868191,0.00008141272,0.00006858348,0.00005910086,0.0000068607974,0.000044273165,0.9194408,0.039166566,0.00076449406,0.000105395855,0.040240854],"study_design_scores_gemma":[0.001145974,0.0002937766,0.0005164068,0.00026939707,0.000082415245,0.00044242918,0.000032208012,0.97998255,0.014302807,0.00026243433,0.0021128417,0.0005567417],"about_ca_topic_score_codex":0.0000104631745,"about_ca_topic_score_gemma":0.0000013023912,"teacher_disagreement_score":0.5161191,"about_ca_system_score_codex":0.0002291797,"about_ca_system_score_gemma":0.00008518103,"threshold_uncertainty_score":0.999899},"labels":[],"label_agreement":null},{"id":"W2091925799","doi":"10.1680/gein.2010.17.4.193","title":"An analytical method to predict the pullout response of geotextiles","year":2010,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Geotextile; Geotechnical engineering; Geosynthetics; Displacement (psychology); Nonlinear system; Materials science; Structural engineering; Engineering; Physics","score_opus":0.008133669933490672,"score_gpt":0.27439590638436256,"score_spread":0.2662622364508719,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2091925799","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7150054,0.0000053331974,0.28190845,0.00066291064,0.0007192774,0.000098739576,0.000056079673,0.00019752556,0.0013462888],"genre_scores_gemma":[0.9945296,0.00000234168,0.005217557,0.000026424901,0.00009617642,0.000011957393,0.000009114787,0.00001935774,0.000087436376],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99923986,0.000036745707,0.00021277496,0.000120733996,0.00025730685,0.00013255946],"domain_scores_gemma":[0.999288,0.00020153986,0.00001803195,0.0003070415,0.000104006744,0.000081348655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070906535,0.000092116934,0.00009497559,0.00009740146,0.000026792512,0.00002731644,0.0003928495,0.000085393825,0.00017492226],"category_scores_gemma":[0.00045217382,0.00007315241,0.000050721857,0.00011772268,0.00004141605,0.000043809712,0.000036197514,0.00022917132,0.00001755947],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037704478,0.000034116572,0.000076780394,0.00000508344,0.000020352869,8.7592326e-7,0.00018171992,0.93980557,0.041204292,0.009204057,0.000145196,0.009284241],"study_design_scores_gemma":[0.00006946468,0.000036694077,0.005954814,0.00000817456,0.000010418812,0.0000091699085,0.000029934936,0.9691805,0.0042689526,0.00044318748,0.019900287,0.000088407265],"about_ca_topic_score_codex":0.000010795943,"about_ca_topic_score_gemma":0.000011978911,"teacher_disagreement_score":0.27952424,"about_ca_system_score_codex":0.00001940723,"about_ca_system_score_gemma":0.000013352636,"threshold_uncertainty_score":0.29830688},"labels":[],"label_agreement":null},{"id":"W2092484108","doi":"10.1016/s0266-1144(01)00024-3","title":"Reinforced ballast behaviour subjected to repeated load","year":2002,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":153,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Reinforcement; Aggregate (composite); Settlement (finance); Geotechnical engineering; Compressibility; Materials science; Structural engineering; Ballast; Base (topology); Quasistatic process; Composite material; Modulus; Crushed stone; Subgrade; Engineering; Mathematics; Computer science; Physics","score_opus":0.006024882270417148,"score_gpt":0.1629538825762494,"score_spread":0.15692900030583226,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2092484108","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99484485,0.00046886233,0.00040393218,0.00013794411,0.00017761087,0.00018455519,0.0000118408525,0.0010322373,0.0027381782],"genre_scores_gemma":[0.9974882,0.0002676667,0.000017135135,0.000045387143,0.000052111922,0.000022351162,0.000013583153,0.00003461752,0.0020589267],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99905425,0.00000770307,0.00023129152,0.00021363918,0.0001708717,0.00032222745],"domain_scores_gemma":[0.9994761,0.000029079463,0.000014591952,0.00023876714,0.000063093976,0.00017838432],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007785503,0.00019424917,0.00019633856,0.000095222145,0.00007352085,0.00005818005,0.00010059585,0.0001267469,0.0002722498],"category_scores_gemma":[0.00006408553,0.00019147218,0.000044120614,0.00032499473,0.000021680395,0.00008634964,0.00003327712,0.00012827397,0.00011929073],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003451306,0.000006223468,0.00001209266,0.00006251576,0.000010319261,0.0000063838156,0.00029548604,0.98979205,0.0036089863,0.00008097406,0.0006822887,0.005439209],"study_design_scores_gemma":[0.00041947613,0.000078780766,0.0065013785,0.000058686423,0.000021300395,0.00003412944,0.000077556986,0.9730605,0.00035355694,0.000018691904,0.01892718,0.00044876372],"about_ca_topic_score_codex":0.000068416135,"about_ca_topic_score_gemma":0.000026458783,"teacher_disagreement_score":0.01824489,"about_ca_system_score_codex":0.000034003308,"about_ca_system_score_gemma":0.0000034921084,"threshold_uncertainty_score":0.7808009},"labels":[],"label_agreement":null},{"id":"W2092660459","doi":"10.1680/gein.2012.19.1.1","title":"Choice of allowable long-term strains for reinforced embankments on a rate-sensitive foundation","year":2012,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geosynthetics; Geotechnical engineering; Levee; Reinforcement; Settlement (finance); Foundation (evidence); Finite element method; Term (time); Viscoelasticity; Structural engineering; Engineering; Geology; Materials science; Computer science; Geography; Composite material","score_opus":0.02233661734351165,"score_gpt":0.26925527339562394,"score_spread":0.2469186560521123,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2092660459","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72709507,0.000011157634,0.26685938,0.0000708632,0.0014009414,0.00027616927,0.00006414825,0.00017448673,0.004047783],"genre_scores_gemma":[0.99879444,0.000014339822,0.00047479285,0.000019813586,0.00013766869,0.000026255108,0.00017560589,0.000023336263,0.00033377367],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993475,0.000007933244,0.00020983761,0.00008790011,0.00016391328,0.00018293485],"domain_scores_gemma":[0.99959356,0.000086751395,0.00004288252,0.00011846574,0.00010873043,0.00004959031],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016636762,0.00010592419,0.00010137141,0.000084777574,0.000026129774,0.0000161992,0.000102385195,0.00007263432,0.000055012275],"category_scores_gemma":[0.00022081219,0.000112646354,0.000057915608,0.00005494216,0.000017100576,0.00011548457,0.000015417465,0.0000737826,0.000019120822],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023740964,0.000067364854,0.00042191747,0.00009238854,0.00007502764,2.8903057e-7,0.00022770763,0.9639533,0.015676245,0.014256289,0.0001006517,0.005105079],"study_design_scores_gemma":[0.0010976039,0.00013621124,0.041770007,0.00017843033,0.000048654565,0.0000037123173,0.000053399715,0.89239705,0.060346454,0.00022561227,0.003326466,0.0004163846],"about_ca_topic_score_codex":0.000004793593,"about_ca_topic_score_gemma":0.0000040268633,"teacher_disagreement_score":0.27169934,"about_ca_system_score_codex":0.000093393624,"about_ca_system_score_gemma":0.0000072257294,"threshold_uncertainty_score":0.4593585},"labels":[],"label_agreement":null},{"id":"W2094176960","doi":"10.1680/gein.2009.16.1.43","title":"Influence of reinforcement stiffness and compaction on the performance of four geosynthetic-reinforced soil walls","year":2009,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":146,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Reinforcement; Geogrid; Stiffness; Geotextile; Materials science; Structural engineering; Geosynthetics; Geotechnical engineering; Compaction; Composite material; Engineering","score_opus":0.008648140184134607,"score_gpt":0.20051341296355446,"score_spread":0.19186527277941987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2094176960","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963927,0.00000947323,0.001700541,0.00020139017,0.000105976025,0.000091514776,0.000007762209,0.000056528654,0.0014341067],"genre_scores_gemma":[0.999739,0.00010730449,0.00003715749,0.000024727118,0.000016580472,0.000004441764,0.0000052831865,0.000008037382,0.00005749091],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992373,0.0000074631375,0.000282405,0.00008254814,0.00027821682,0.00011205825],"domain_scores_gemma":[0.999532,0.000081984836,0.00006641322,0.00017819359,0.00011207293,0.000029374547],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014827943,0.00010668635,0.00011941287,0.0000799566,0.000029744968,0.000011258075,0.00017126396,0.000053765638,0.000024422487],"category_scores_gemma":[0.00009922774,0.00008512608,0.00003396023,0.00007800133,0.000053548072,0.000068116075,0.000018523622,0.00011552679,0.0000034362672],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017134622,0.000008963687,0.000017484675,0.000025269223,0.000012976862,1.3381528e-7,0.000087568114,0.97630715,0.012423375,0.008424359,0.000010041602,0.00266554],"study_design_scores_gemma":[0.00015301083,0.000077013,0.012401195,0.00012868365,0.000008454956,0.0000041203016,0.000016686972,0.9609885,0.02572737,0.00013230072,0.00027053908,0.00009208576],"about_ca_topic_score_codex":0.000009270397,"about_ca_topic_score_gemma":9.4789226e-7,"teacher_disagreement_score":0.0153186135,"about_ca_system_score_codex":0.000035062076,"about_ca_system_score_gemma":0.000007464523,"threshold_uncertainty_score":0.34713408},"labels":[],"label_agreement":null},{"id":"W2094372503","doi":"10.1680/geot.9.p.014","title":"The settlement performance of stone column foundations","year":2011,"lang":"en","type":"article","venue":"Géotechnique","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":148,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council; Queen's University; Queen's University Belfast","keywords":"Settlement (finance); Column (typography); Bearing capacity; Geotechnical engineering; Foundation (evidence); Work (physics); Human settlement; Engineering; Structural engineering; Geology; Geography; Waste management; Mechanical engineering; Computer science; Archaeology; Connection (principal bundle)","score_opus":0.014473402003324387,"score_gpt":0.19934064034678833,"score_spread":0.18486723834346394,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2094372503","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57640547,0.00017212612,0.4036536,0.00008848265,0.00034430626,0.0006177082,0.000019231893,0.0017081134,0.016990976],"genre_scores_gemma":[0.9973453,0.00017965311,0.002293631,0.0000046093687,0.000010437658,0.000078527766,0.000004986999,0.000014235746,0.0000686187],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99957186,0.000006941114,0.00016350114,0.000056571378,0.00007928343,0.0001218189],"domain_scores_gemma":[0.9996832,0.0000222345,0.000018660774,0.00021727412,0.000035063982,0.000023566636],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017292658,0.00006359054,0.00006600874,0.000029533363,0.00006427279,0.0000057256725,0.00012401337,0.000056790166,0.000028266828],"category_scores_gemma":[0.000018737594,0.000052874217,0.00002544391,0.00015142249,0.000043168922,0.000042617165,0.00001868968,0.000104023005,0.000007137938],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006773214,0.00030952733,0.0031365715,0.00083509966,0.00023136682,0.0000038451412,0.002761719,0.5947487,0.05377786,0.09487453,0.008605393,0.24064766],"study_design_scores_gemma":[0.0003988259,0.0004522662,0.04075511,0.00015182285,0.000043808453,0.000012950653,0.000095711424,0.6168039,0.27098674,0.0032723893,0.06635625,0.0006702692],"about_ca_topic_score_codex":0.000013970252,"about_ca_topic_score_gemma":0.000009370767,"teacher_disagreement_score":0.42093983,"about_ca_system_score_codex":0.00002995518,"about_ca_system_score_gemma":0.000007842957,"threshold_uncertainty_score":0.2156148},"labels":[],"label_agreement":null},{"id":"W2094645567","doi":"10.1139/t03-097","title":"Triaxial tests on model sand columns in clay","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":147,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Column (typography); Foundation (evidence); Bearing capacity; Materials science; Geology; Structural engineering; Engineering","score_opus":0.010919819950689429,"score_gpt":0.20405475593502076,"score_spread":0.19313493598433132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2094645567","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7764984,0.00046608335,0.20725,0.003531013,0.0013044347,0.000730552,0.0000672916,0.0011084751,0.0090437755],"genre_scores_gemma":[0.99912745,0.00005914129,0.00042119648,0.00018783957,0.00012437269,0.000010929649,0.0000042710567,0.00004061736,0.000024188803],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987151,0.000013530781,0.00036129693,0.0001591512,0.00020226416,0.0005486517],"domain_scores_gemma":[0.9990353,0.000033436005,0.000021270203,0.00019813533,0.000034432825,0.0006774075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002808763,0.0001752563,0.0002139228,0.0003710148,0.00008830317,0.00006671703,0.00023249463,0.00031182446,0.00003245789],"category_scores_gemma":[0.00021012545,0.000184166,0.00008461783,0.00037552515,0.00003678593,0.000091532784,0.000009512079,0.0010290849,0.00003283078],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005440812,0.000015709691,0.0000109387065,0.0000058616215,0.0000047256067,0.000076128024,0.000023337861,0.99627614,0.00042213465,0.00070164655,0.0004709615,0.0019869916],"study_design_scores_gemma":[0.0014822141,0.00012532201,0.0016752863,0.00014451449,0.000009216789,0.0001587763,0.000007990942,0.98531777,0.00022569904,0.007090291,0.003377747,0.00038520232],"about_ca_topic_score_codex":0.0016145414,"about_ca_topic_score_gemma":0.006636444,"teacher_disagreement_score":0.22262907,"about_ca_system_score_codex":0.0010854431,"about_ca_system_score_gemma":0.00032021987,"threshold_uncertainty_score":0.75100714},"labels":[],"label_agreement":null},{"id":"W2094901896","doi":"10.1061/9780784413272.363","title":"Large-Scale Shear Testing of Tire-Derived Aggregates (TDA)","year":2014,"lang":"en","type":"article","venue":"Geo-Congress 2014 Technical Papers","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Petro Geotech (Canada)","funders":"California State University, Fresno","keywords":"Shear (geology); Mohr–Coulomb theory; Direct shear test; Geotechnical engineering; Cohesion (chemistry); Shear stress; Materials science; Shearing (physics); Critical resolved shear stress; Repeatability; Triaxial shear test; Geology; Pure shear; Simple shear; Shear rate; Composite material; Structural engineering; Engineering; Mathematics; Finite element method; Rheology","score_opus":0.006301867923862621,"score_gpt":0.1966271721332435,"score_spread":0.19032530420938087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2094901896","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8849968,0.0013370845,0.02793054,0.00034782733,0.0015938585,0.000945957,0.00006280815,0.008172108,0.07461306],"genre_scores_gemma":[0.9970264,0.00006238199,0.0025858656,0.00003679274,0.00008188028,0.0000389163,0.000016659691,0.00007515421,0.000075948716],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99831116,0.000038885864,0.00048846507,0.0003288549,0.00030116245,0.0005314589],"domain_scores_gemma":[0.99878854,0.000314502,0.000077001496,0.0005509479,0.000093591596,0.00017542148],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00042437157,0.000284298,0.0004350828,0.00010722235,0.00008165896,0.000026175072,0.00034737645,0.00033594086,0.000096397955],"category_scores_gemma":[0.000701129,0.00027442057,0.0001329355,0.00032930347,0.0001386429,0.00009414753,0.0000937752,0.00039333088,0.000057109806],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027693477,0.00017517908,0.00218467,0.0007096307,0.00007445022,0.000005938808,0.00016077122,0.58869314,0.34293067,0.0016437708,0.0021215528,0.061272535],"study_design_scores_gemma":[0.0020100374,0.00043930186,0.038319204,0.000736854,0.00013230763,0.000032063082,0.00013301203,0.85896134,0.026691688,0.00097543205,0.069892816,0.0016759158],"about_ca_topic_score_codex":0.000018127896,"about_ca_topic_score_gemma":0.000024810544,"teacher_disagreement_score":0.31623897,"about_ca_system_score_codex":0.000055598215,"about_ca_system_score_gemma":0.000012714537,"threshold_uncertainty_score":0.9999708},"labels":[],"label_agreement":null},{"id":"W2095433475","doi":"10.1139/t00-119","title":"Mechanical improvement and vertical yield stress prediction of clayey soils from eastern Canada treated with lime or cement","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":126,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Lime; Geotechnical engineering; Compressibility; Void ratio; Soil water; Cement; Clay soil; Soil stabilization; Water content; Environmental science; Materials science; Geology; Soil science; Engineering; Metallurgy","score_opus":0.009722348958273685,"score_gpt":0.1665714963478221,"score_spread":0.15684914738954842,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2095433475","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97231126,0.00013978833,0.026487492,0.0003761227,0.00016511514,0.00019572802,0.0001233419,0.000112617076,0.000088536675],"genre_scores_gemma":[0.9995198,0.00014135252,0.00009257237,0.00006652148,0.000092640345,0.000010800788,0.000021279875,0.000030171394,0.00002483316],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986253,0.00001573813,0.00042580575,0.00018944156,0.0003143976,0.00042933386],"domain_scores_gemma":[0.9988204,0.00006826164,0.00003122267,0.00020132276,0.00007870503,0.0008000476],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000108324355,0.00019740777,0.0002598249,0.000101401354,0.00007811258,0.000041806437,0.0001538511,0.00020178716,0.00015434997],"category_scores_gemma":[0.000078907295,0.00015692909,0.000036159567,0.00019613712,0.000040460916,0.00007825334,0.000020478394,0.00048062293,0.0000011105668],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029076208,0.00010928917,0.0056290934,0.000099990386,0.00039337494,0.0007017483,0.00006111006,0.94765705,0.007840068,0.0001923501,0.0014994969,0.03552567],"study_design_scores_gemma":[0.0014079416,0.0010611436,0.016483795,0.00047783132,0.00016700914,0.0002508603,0.00014346668,0.9710556,0.003918761,0.00010111228,0.004437673,0.00049479725],"about_ca_topic_score_codex":0.44429722,"about_ca_topic_score_gemma":0.72385633,"teacher_disagreement_score":0.2795591,"about_ca_system_score_codex":0.00050244806,"about_ca_system_score_gemma":0.00038437912,"threshold_uncertainty_score":0.6399383},"labels":[],"label_agreement":null},{"id":"W2096162875","doi":"10.1139/t07-007","title":"Deformation of a soft estuarine deposit under a geotextile reinforced embankment","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotextile; Levee; Geotechnical engineering; Piezometer; Geology; Inclinometer; Settlement (finance); Drainage; Deformation (meteorology); Engineering; Aquifer; Groundwater","score_opus":0.0059673067484125415,"score_gpt":0.18874665384545614,"score_spread":0.1827793470970436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2096162875","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25096756,0.00020707611,0.7466925,0.00016610538,0.0003338874,0.0001905236,0.0000040052814,0.00029090137,0.0011474803],"genre_scores_gemma":[0.99908996,0.00003402409,0.0006252223,0.00007935608,0.00008196243,0.0000036906767,0.000010397427,0.000030893847,0.00004451026],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984989,0.0000068471413,0.00060482713,0.00010265468,0.00026379316,0.00052293716],"domain_scores_gemma":[0.9989503,0.0000356756,0.00006374099,0.00021986784,0.000109544344,0.00062087236],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005488429,0.00016609042,0.00021135682,0.0003550408,0.00010200504,0.000038850903,0.00022700732,0.0002494149,0.00007686099],"category_scores_gemma":[0.00007396166,0.0001654672,0.000110607296,0.00037227027,0.00004283327,0.00015404639,0.00001928349,0.0005395192,0.00001747962],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000053616686,0.000005134933,0.00002502204,0.000029781182,0.000020788048,0.000017642144,0.000048570557,0.9899774,0.0015930174,0.001253429,0.00022186054,0.006801999],"study_design_scores_gemma":[0.0004528294,0.0001107599,0.008061299,0.00010680408,0.000031088286,0.0004384296,0.00009069633,0.9837108,0.0020981343,0.000721525,0.0038500528,0.0003275562],"about_ca_topic_score_codex":0.0029347339,"about_ca_topic_score_gemma":0.0029024188,"teacher_disagreement_score":0.7481224,"about_ca_system_score_codex":0.00055752427,"about_ca_system_score_gemma":0.00012605147,"threshold_uncertainty_score":0.67475563},"labels":[],"label_agreement":null},{"id":"W2096233803","doi":"10.1061/(asce)1090-0241(2008)134:3(408)","title":"At-Rest Earth Pressure of Overconsolidated Cohesionless Soil","year":2008,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University; Ministère de l'Enseignement supérieur, de la Recherche et de l'Innovation","keywords":"Lateral earth pressure; Geotechnical engineering; Retaining wall; Geology; Homogeneous; Rest (music); Earth (classical element); Soil mechanics; Soil water; Soil science; Mathematics","score_opus":0.004494976647901087,"score_gpt":0.15038868593013494,"score_spread":0.14589370928223386,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2096233803","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99535,0.0016365512,0.0026132537,0.00002801438,0.00012784477,0.000075385055,0.000013096764,0.00009710099,0.000058755315],"genre_scores_gemma":[0.9983081,0.001282127,0.0002529257,0.0000073781275,0.000049867733,0.0000025447882,0.0000036356794,0.00003289008,0.000060489263],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988298,0.000010005378,0.0005366807,0.00011745874,0.00028277593,0.00022326956],"domain_scores_gemma":[0.99949896,0.00006571005,0.000090906025,0.00015824256,0.000018661023,0.0001674993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014076347,0.00019366389,0.00036874562,0.00011367902,0.000046184963,0.000005777859,0.0001394221,0.00017124087,0.000042122112],"category_scores_gemma":[0.00004928041,0.0001783259,0.00011247836,0.0001299948,0.00009579485,0.0001398272,0.000084028135,0.0003435591,0.0000033660576],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016440217,0.000041464067,0.00006941614,0.00009710637,0.00005067661,0.000024067562,0.000032947835,0.9712158,0.02796276,0.000038034133,0.000056296543,0.00039501803],"study_design_scores_gemma":[0.0010781984,0.00030032126,0.07293308,0.00019114872,0.00009516013,0.0010763748,0.00001816848,0.8781926,0.031336654,0.000024122726,0.014325166,0.00042901107],"about_ca_topic_score_codex":0.0000044853214,"about_ca_topic_score_gemma":5.3730935e-7,"teacher_disagreement_score":0.09302317,"about_ca_system_score_codex":0.000039092673,"about_ca_system_score_gemma":0.0000068507325,"threshold_uncertainty_score":0.7271919},"labels":[],"label_agreement":null},{"id":"W2096784438","doi":"10.1061/9780784413401.048","title":"Influence of Leveling Pad Interface Properties on Soil Reinforcement Loads for Walls on Rigid Foundations","year":2014,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"Tongji University; National Natural Science Foundation of China","keywords":"Interface (matter); Reinforcement; Computer science; Structural engineering; Geotechnical engineering; Materials science; Engineering; Composite material; Wetting","score_opus":0.01788199521605085,"score_gpt":0.22655090020760535,"score_spread":0.2086689049915545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2096784438","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5968755,0.000005945258,0.40081823,0.00007334506,0.00005172643,0.0001590548,0.0000012003072,0.00021680539,0.0017982112],"genre_scores_gemma":[0.99912024,0.000006581424,0.00037068434,0.000036617712,0.000018518342,0.00005028676,0.0000043302566,0.000018037052,0.00037473303],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99943894,0.000005557291,0.00020514429,0.00010222809,0.00011062651,0.00013747314],"domain_scores_gemma":[0.999633,0.00007125736,0.000020953245,0.00017558159,0.00006704357,0.000032146567],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012954448,0.00010619184,0.00011658754,0.00005877015,0.000034944966,0.000015277941,0.000089374764,0.00005353455,0.000008442408],"category_scores_gemma":[0.0001629622,0.00008734722,0.00003578985,0.00007246666,0.000016745058,0.000063549254,0.000012083041,0.00007338534,0.000018200186],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000072336775,0.000010190489,0.0000022826925,0.00010637976,0.000008511651,9.50731e-9,0.000084405256,0.9779443,0.016820017,0.0034797434,0.000074123636,0.0014628037],"study_design_scores_gemma":[0.00018556134,0.00019755184,0.00012929017,0.00012152141,0.0000053338085,9.483532e-8,0.000015347048,0.9136422,0.08195703,0.00009534783,0.003531174,0.00011950069],"about_ca_topic_score_codex":0.000021156084,"about_ca_topic_score_gemma":0.000008269828,"teacher_disagreement_score":0.40224475,"about_ca_system_score_codex":0.000049040984,"about_ca_system_score_gemma":0.0000064382366,"threshold_uncertainty_score":0.35619164},"labels":[],"label_agreement":null},{"id":"W2097877833","doi":"10.1139/t99-084","title":"Tire-reinforced earthfill. Part 1: Construction of a test fill, performance, and retaining wall design","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":131,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Scrap; Retaining wall; Geotechnical engineering; Engineering; Structural engineering; Reinforcement; Mechanical engineering","score_opus":0.008068029821931657,"score_gpt":0.1630888568358058,"score_spread":0.15502082701387412,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2097877833","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96984076,0.00051768665,0.02311017,0.0004097399,0.0003261118,0.0004121268,0.000041948388,0.000593863,0.004747589],"genre_scores_gemma":[0.99793667,0.00070862705,0.0010780598,0.000039726718,0.00006547139,0.0000056907875,0.0000056235613,0.000026180203,0.00013398357],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99897313,0.000017093646,0.00038428284,0.00011513735,0.00014700789,0.00036332518],"domain_scores_gemma":[0.9992244,0.000075494456,0.0000354756,0.00015035442,0.000057759007,0.00045651576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029845827,0.00014793509,0.00020631877,0.00017257157,0.00012504225,0.000041118503,0.00011900475,0.00020775308,0.00036591687],"category_scores_gemma":[0.00012803084,0.000149175,0.00005055106,0.0002428287,0.00010143966,0.00014853386,0.0000062499976,0.00047147428,0.000012246225],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000052127575,0.000002141366,0.00012900145,0.000025001911,0.00001186693,0.000008390788,0.000028334976,0.87941873,0.00015727563,0.000069198315,0.0005468086,0.11959803],"study_design_scores_gemma":[0.00029140952,0.0001542754,0.002016721,0.00013832722,0.00001915616,0.0004942573,0.000013397931,0.96812534,0.00028365734,0.000048238726,0.028195534,0.00021965367],"about_ca_topic_score_codex":0.00024701437,"about_ca_topic_score_gemma":0.00006015072,"teacher_disagreement_score":0.11937837,"about_ca_system_score_codex":0.00010848353,"about_ca_system_score_gemma":0.00010420513,"threshold_uncertainty_score":0.608318},"labels":[],"label_agreement":null},{"id":"W2098391759","doi":"10.1139/t01-063","title":"Earth pressures on unyielding retaining walls of narrow backfill width","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":165,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Centrifuge; Lateral earth pressure; Geotechnical engineering; Retaining wall; Geology; Overburden pressure; Hysteresis; Nonlinear system; Diaphragm (acoustics); Mechanics; Structural engineering; Engineering","score_opus":0.01087563695388842,"score_gpt":0.1933421097748475,"score_spread":0.18246647282095907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2098391759","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88059324,0.0027568263,0.08041125,0.00203507,0.0017460256,0.00062948104,0.000059071193,0.0014400625,0.030329004],"genre_scores_gemma":[0.99909,0.00014802291,0.00034681056,0.000089699875,0.00014464157,0.0000037272346,0.000003891149,0.00004283645,0.00013033132],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986225,0.000029611585,0.0004134413,0.00015352508,0.00026644205,0.0005145131],"domain_scores_gemma":[0.998924,0.0000879009,0.000051812305,0.00026285215,0.000083298255,0.00059013837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038361337,0.00018511916,0.00025737748,0.00033098203,0.0001141691,0.0000484301,0.0002918497,0.00026277348,0.00022310206],"category_scores_gemma":[0.0003106986,0.00018302025,0.00011817838,0.00038439344,0.000049431324,0.00010610971,0.00001436027,0.000796257,0.000015915224],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000064142646,0.000007943437,0.00009776707,0.000018908308,0.00002079362,0.000068477784,0.000042144016,0.9830986,0.00073184277,0.0004643508,0.0011545261,0.014288224],"study_design_scores_gemma":[0.0008289851,0.00042998703,0.006303688,0.0006000764,0.00006351349,0.00071616773,0.000084255305,0.790103,0.0025819105,0.0020836545,0.19532195,0.00088277226],"about_ca_topic_score_codex":0.00086845865,"about_ca_topic_score_gemma":0.00086233567,"teacher_disagreement_score":0.19416742,"about_ca_system_score_codex":0.00013916177,"about_ca_system_score_gemma":0.0000973603,"threshold_uncertainty_score":0.74633497},"labels":[],"label_agreement":null},{"id":"W2098778792","doi":"10.1139/cgj-2014-0110","title":"On the compressibility of tire-derived aggregate: comparison of results from laboratory and field tests","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"University of Alberta","keywords":"Compressibility; Void ratio; Materials science; Void (composites); Particle size; Composite material; Compaction; Natural rubber; Crumb rubber; Particle (ecology); Compression (physics); Geotechnical engineering; Mechanics; Engineering; Geology; Physics","score_opus":0.021090357114644034,"score_gpt":0.23450253208380523,"score_spread":0.2134121749691612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2098778792","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99640566,0.00058123056,0.0017803274,0.00057664834,0.00015595536,0.00009561085,0.00010615123,0.00005873808,0.00023970679],"genre_scores_gemma":[0.9997505,0.000025902465,0.00011914076,0.000049737573,0.000033555352,0.0000017650116,0.0000051023803,0.000012295637,0.0000020035059],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99904484,0.000050353483,0.000433793,0.000107433196,0.00018546988,0.00017810184],"domain_scores_gemma":[0.99865806,0.00046565424,0.00008435075,0.00028172444,0.00013286894,0.00037736094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040697207,0.00010813266,0.00023496489,0.00007371634,0.00004291571,0.000018289,0.00020374026,0.00017390665,0.000014001172],"category_scores_gemma":[0.0016013783,0.00008346102,0.000038362887,0.00017010668,0.000089759495,0.000040401228,0.00001928405,0.00052138383,0.0000017179567],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000092090806,0.00005643796,0.00054454774,0.00003723794,0.00005687459,0.00001467654,0.00067315594,0.96714187,0.006600178,0.0005440472,0.0120002525,0.012238646],"study_design_scores_gemma":[0.0015616812,0.00053291797,0.01570772,0.00050466915,0.0000505131,0.0000143941725,0.00039553444,0.949787,0.02251765,0.0036597908,0.004842073,0.00042604672],"about_ca_topic_score_codex":0.0034212773,"about_ca_topic_score_gemma":0.0020228992,"teacher_disagreement_score":0.017354846,"about_ca_system_score_codex":0.000093538634,"about_ca_system_score_gemma":0.0001232209,"threshold_uncertainty_score":0.5171971},"labels":[],"label_agreement":null},{"id":"W2099349493","doi":"10.1139/t07-039","title":"Parametric finite element analyses of geocell-supported embankments","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Stiffness; Geosynthetics; Finite element method; Parametric statistics; Ultimate tensile strength; Foundation (evidence); Overburden pressure; Shear strength (soil); Soil water; Structural engineering; Materials science; Engineering; Geology; Composite material; Mathematics; Soil science","score_opus":0.021558732401757548,"score_gpt":0.25583190820765184,"score_spread":0.2342731758058943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099349493","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29863077,0.0010983946,0.6962677,0.00015734167,0.00071971805,0.0002956949,0.000040195675,0.00040714844,0.0023830202],"genre_scores_gemma":[0.9989253,0.0001292958,0.0007308758,0.00005169757,0.000077149416,0.0000025597917,0.000014209644,0.00003199067,0.000036879628],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982015,0.000016416056,0.00068815827,0.00014045883,0.00032599436,0.0006274707],"domain_scores_gemma":[0.9986532,0.000113676215,0.00007747599,0.00024912757,0.00012325202,0.00078327145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00073065143,0.00018336985,0.000271982,0.00083228515,0.00008139815,0.0000332205,0.00027694606,0.00022933882,0.00024573808],"category_scores_gemma":[0.0003150675,0.00018195307,0.0001468225,0.0010455304,0.000047635982,0.00008006435,0.000016674856,0.00056872936,0.000018676546],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000036485171,0.000018759201,0.00021114139,0.000022907598,0.000055743425,0.00006970323,0.000012157474,0.9877874,0.0015101415,0.00007174902,0.0007871112,0.009449506],"study_design_scores_gemma":[0.0009011186,0.00023994928,0.023720652,0.00013236178,0.00014876363,0.00021025173,0.00008669348,0.9216832,0.0106024565,0.00084178674,0.04069629,0.0007364969],"about_ca_topic_score_codex":0.0016440446,"about_ca_topic_score_gemma":0.00082742114,"teacher_disagreement_score":0.70029455,"about_ca_system_score_codex":0.00036686962,"about_ca_system_score_gemma":0.00012075764,"threshold_uncertainty_score":0.74198306},"labels":[],"label_agreement":null},{"id":"W2099397480","doi":"10.1680/gein.2003.10.6.200","title":"Design and behaviour of geosynthetic-reinforced soil walls constructed on yielding foundations","year":2003,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Viscoplasticity; Geosynthetics; Reinforcement; Foundation (evidence); Shear strength (soil); Geology; Retaining wall; Shear (geology); Soil water; Slope stability; Materials science; Structural engineering; Engineering; Finite element method; Composite material; Constitutive equation; Soil science; Petrology","score_opus":0.013175911326857017,"score_gpt":0.21711445806076576,"score_spread":0.20393854673390874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099397480","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5348207,0.0000362787,0.45418513,0.00007513423,0.0008227478,0.0002003782,0.000026291278,0.00027694096,0.009556422],"genre_scores_gemma":[0.9963415,0.000059211314,0.0034343465,0.000009875689,0.000014132053,0.000012861983,0.000012633009,0.000022733648,0.000092657894],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99922377,0.000021648953,0.00026816648,0.00013137632,0.00020547381,0.00014955027],"domain_scores_gemma":[0.9994848,0.00016908985,0.000040675077,0.00015552469,0.000094969735,0.000054961223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018331732,0.00013012814,0.00012757101,0.00013680503,0.00004361232,0.000030487716,0.00011388135,0.000094654926,0.00019818085],"category_scores_gemma":[0.00030609433,0.00013869908,0.00003897714,0.000088667104,0.00006338568,0.00005694717,0.00001586587,0.00013328847,0.000009709982],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000043511404,0.000014148077,0.000046759822,0.000012005616,0.000023852508,8.397941e-7,0.00008190525,0.9485053,0.004397164,0.04518673,0.00002218973,0.0017047739],"study_design_scores_gemma":[0.000373668,0.000055402805,0.00034342354,0.000087136235,0.000027547447,0.000028063701,0.000073462405,0.96182925,0.034168176,0.0015665554,0.0011968571,0.00025046922],"about_ca_topic_score_codex":0.0000061368205,"about_ca_topic_score_gemma":0.0000013751137,"teacher_disagreement_score":0.46152088,"about_ca_system_score_codex":0.000045000546,"about_ca_system_score_gemma":0.00001606122,"threshold_uncertainty_score":0.5655984},"labels":[],"label_agreement":null},{"id":"W2099730583","doi":"10.1139/t06-075","title":"A comparison of two design methods for unpaved roads reinforced with geogrids","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Subgrade; Geotechnical engineering; Bearing capacity; Geogrid; Geotextile; Structural engineering; Shear strength (soil); Shear (geology); Limit state design; Geosynthetics; Engineering; Geology; Soil water; Reinforcement","score_opus":0.02135627118118185,"score_gpt":0.2917099388599755,"score_spread":0.27035366767879365,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099730583","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.004118047,0.00030331433,0.9946233,0.00008983272,0.00013487904,0.00028261603,0.0000080104,0.00019310291,0.0002468959],"genre_scores_gemma":[0.85953987,0.000008870032,0.14017478,0.000018497778,0.000112028385,0.000028997836,0.000012460534,0.000048639,0.00005588548],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986152,0.000046227226,0.00054946326,0.00013802589,0.000152618,0.000498436],"domain_scores_gemma":[0.998963,0.0001909677,0.00007770022,0.00022319032,0.0001594283,0.00038571624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006683845,0.00019619474,0.0003831332,0.0002691886,0.0001122952,0.000048420265,0.00024884712,0.00020205406,0.000026404108],"category_scores_gemma":[0.00013108946,0.00017594967,0.00011402132,0.000361427,0.00006728902,0.000083537954,0.000008689486,0.0004576486,0.0000017336756],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014262589,0.0000065145564,0.00002843723,0.000024322788,0.000022662098,0.0000033610422,0.000013755095,0.98719174,0.002568987,0.001273198,0.0007627544,0.008090034],"study_design_scores_gemma":[0.00073874526,0.00020113782,0.00030728435,0.00005878822,0.00004467213,0.00006838828,0.00001336362,0.9835968,0.004868179,0.0009123159,0.008944376,0.00024593892],"about_ca_topic_score_codex":0.0020279032,"about_ca_topic_score_gemma":0.00064756745,"teacher_disagreement_score":0.8554218,"about_ca_system_score_codex":0.0002573772,"about_ca_system_score_gemma":0.00019112758,"threshold_uncertainty_score":0.7175019},"labels":[],"label_agreement":null},{"id":"W2100154375","doi":"10.1002/nag.1137","title":"Arch in granular materials as a free surface problem","year":2012,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Arch; Cohesion (chemistry); Geotechnical engineering; Granular material; Materials science; Structural engineering; Mechanics; Engineering; Physics","score_opus":0.022919670275218237,"score_gpt":0.3495587030360364,"score_spread":0.3266390327608182,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2100154375","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07739564,0.00038508285,0.9202748,0.0004825098,0.0011065872,0.00014457836,0.0000145631675,0.00005921278,0.00013701456],"genre_scores_gemma":[0.83522975,0.0003893185,0.16398382,0.000063098436,0.00022766828,0.000018929431,0.000007543826,0.000035382964,0.00004447562],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986986,0.00008164457,0.0004824971,0.0001333328,0.00023370252,0.00037024423],"domain_scores_gemma":[0.9993132,0.00031179958,0.00003629967,0.00009279465,0.0000708139,0.00017509633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014333648,0.00014895655,0.00027648304,0.0001722016,0.000025996102,0.000061014227,0.00025283996,0.00013328646,0.000048305687],"category_scores_gemma":[0.00071905623,0.00013287735,0.00006921209,0.0002239859,0.000015249805,0.00016302141,0.000073401585,0.00033910424,0.0000031406119],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025298807,0.0005687805,0.0014871709,0.00022289065,0.00020576187,0.000055337227,0.00069903664,0.6782064,0.032086145,0.16087267,0.00028914443,0.12505372],"study_design_scores_gemma":[0.0008652842,0.00008414949,0.00037733544,0.00009465009,0.000018185148,0.00013416969,0.0000624995,0.89120066,0.0021719183,0.09809058,0.0066211736,0.00027941717],"about_ca_topic_score_codex":0.00002721459,"about_ca_topic_score_gemma":0.0000016030951,"teacher_disagreement_score":0.75783414,"about_ca_system_score_codex":0.00012072765,"about_ca_system_score_gemma":0.000011159715,"threshold_uncertainty_score":0.54185814},"labels":[],"label_agreement":null},{"id":"W2100303743","doi":"10.1061/41183(418)67","title":"Safety Margin in Design of Pile-Supported Structural Slabs for Frost Action","year":2011,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Slab; Pile; Structural engineering; Geotechnical engineering; Jacking; Pile cap; Displacement (psychology); Engineering; Geology","score_opus":0.04418553890147798,"score_gpt":0.22650026391432773,"score_spread":0.18231472501284976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2100303743","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11320917,0.000018041199,0.8853422,0.000004549458,0.00016543058,0.00027003343,0.000009867215,0.00023427983,0.0007464539],"genre_scores_gemma":[0.98899174,0.000012866119,0.0108842915,0.0000026698167,0.000010341018,0.000018446486,0.000017800861,0.00001659786,0.00004522822],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995246,0.000007429601,0.00020878154,0.000079325335,0.000050381794,0.00012946987],"domain_scores_gemma":[0.9997848,0.00004876311,0.000015369007,0.000099866396,0.000024841534,0.000026325764],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010610553,0.000078651516,0.00011642702,0.00006543498,0.000010272217,0.00000262751,0.000053442698,0.00008164225,0.0001262661],"category_scores_gemma":[0.000047035363,0.00007456607,0.000026434702,0.00012583565,0.000009469505,0.000069631365,0.000005750471,0.00006231853,0.0000020898935],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005893844,0.000007385145,0.00032444665,0.00010053024,0.000011909073,3.7092707e-7,0.00019815961,0.97457427,0.016889006,0.001028933,0.00006919624,0.006736841],"study_design_scores_gemma":[0.00039534175,0.000046855515,0.012313915,0.000011791205,0.0000058400224,6.791874e-7,0.0000401526,0.9659189,0.020419616,0.0006233931,0.00011539895,0.00010809372],"about_ca_topic_score_codex":0.000048945516,"about_ca_topic_score_gemma":0.00002661818,"teacher_disagreement_score":0.8757826,"about_ca_system_score_codex":0.00003601228,"about_ca_system_score_gemma":0.0000060565126,"threshold_uncertainty_score":0.3040716},"labels":[],"label_agreement":null},{"id":"W2100721373","doi":"10.1139/cgj-2014-0055","title":"Bearing capacity of eccentrically loaded strip footings close to geotextile-reinforced sand slope","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotextile; Eccentricity (behavior); Geotechnical engineering; Bearing capacity; Structural engineering; Failure mechanism; Displacement (psychology); Geology; Ultimate failure; Engineering; Materials science; Ultimate tensile strength; Composite material","score_opus":0.008340623854929122,"score_gpt":0.18318569395217524,"score_spread":0.17484507009724612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2100721373","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.53037035,0.00009932946,0.46524838,0.0007044887,0.00059247087,0.00038675746,0.000028708542,0.00048516196,0.0020843698],"genre_scores_gemma":[0.9982811,0.000018992012,0.0012409801,0.00016729868,0.00018201284,0.0000068203053,0.000005282591,0.00005175292,0.000045741333],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979372,0.000038246202,0.0006845338,0.00022294366,0.0003502678,0.0007668181],"domain_scores_gemma":[0.99784577,0.000106455,0.00007650382,0.00036050382,0.00017256585,0.0014382222],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006137685,0.00025786282,0.00040244908,0.0004314398,0.00014274777,0.000088769055,0.00047811048,0.00034064078,0.00008964014],"category_scores_gemma":[0.0010466286,0.0002669176,0.00015916144,0.00059522304,0.00005915854,0.00012798919,0.000045794848,0.00090314995,0.000031421427],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000058870382,0.0000059737513,0.000023880642,0.000037834845,0.000020906838,0.000008031766,0.000053519696,0.9796383,0.008098503,0.00096187415,0.00071112585,0.010434192],"study_design_scores_gemma":[0.000854319,0.00026801316,0.0039259545,0.00024896985,0.00004885769,0.00017055125,0.00002267771,0.9444669,0.0074186083,0.00092955463,0.040919777,0.00072585646],"about_ca_topic_score_codex":0.0017825546,"about_ca_topic_score_gemma":0.00047864774,"teacher_disagreement_score":0.4679108,"about_ca_system_score_codex":0.00040938886,"about_ca_system_score_gemma":0.00015372074,"threshold_uncertainty_score":0.9999783},"labels":[],"label_agreement":null},{"id":"W2101237664","doi":"10.1139/t09-113","title":"Mechanical characterization of matrix coarse-grained soils with a large-sized triaxial device","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":104,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soil water; Geotechnical engineering; Matrix (chemical analysis); Geology; Materials science; Soil science; Composite material","score_opus":0.005682024025585023,"score_gpt":0.199016160455643,"score_spread":0.19333413643005798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2101237664","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.789104,0.00003134508,0.20833924,0.00066892145,0.00076395,0.0003642531,0.00009897217,0.000451614,0.00017770652],"genre_scores_gemma":[0.99809366,0.000027376534,0.0014372298,0.000058512716,0.00023313527,0.0000145766635,0.000040542167,0.00006218305,0.000032770546],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99833506,0.000035114175,0.000555346,0.00018761719,0.00030909956,0.0005777347],"domain_scores_gemma":[0.9985833,0.00006207296,0.00009567847,0.00030506367,0.0001877521,0.0007661069],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058132375,0.00023282369,0.00037780718,0.00030151068,0.00012482396,0.0000686835,0.00032818597,0.00043469615,0.00021764079],"category_scores_gemma":[0.00029598013,0.00020864859,0.00012292321,0.00050438364,0.00005883301,0.00016206081,0.000018850555,0.0012193441,0.000013123118],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019286854,0.00014042092,0.00007791583,0.00017905982,0.00019104539,0.00018782612,0.00014277417,0.23123829,0.74118704,0.0100741545,0.0004974459,0.015891174],"study_design_scores_gemma":[0.0031150982,0.00029483903,0.002745939,0.00014911885,0.000113754235,0.00070859323,0.00003240221,0.9462211,0.0055853254,0.00055964803,0.03972269,0.00075146666],"about_ca_topic_score_codex":0.00037836458,"about_ca_topic_score_gemma":0.0036866872,"teacher_disagreement_score":0.7356017,"about_ca_system_score_codex":0.00012666405,"about_ca_system_score_gemma":0.0003354816,"threshold_uncertainty_score":0.85084426},"labels":[],"label_agreement":null},{"id":"W2103610158","doi":"10.1139/l10-095","title":"Mechanistic road upgrade structural design evaluation using rapid triaxial frequency sweep testing and linear elastic modeling","year":2010,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Deflection (physics); Linear elasticity; Rut; Structural engineering; Triaxial shear test; Falling weight deflectometer; Geotechnical engineering; Subgrade; Engineering; Finite element method; Asphalt; Materials science","score_opus":0.033700690112728936,"score_gpt":0.2208198455005178,"score_spread":0.18711915538778887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2103610158","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4132445,0.00052644365,0.5848216,0.0000075020785,0.00115567,0.00013412151,0.0000038141488,0.000066604014,0.000039761],"genre_scores_gemma":[0.9780684,0.0000071511895,0.021449469,0.0000029759917,0.00040011256,0.0000037519999,0.0000021153678,0.000065410866,5.8184673e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986362,0.000026149217,0.0005211913,0.00014434101,0.0002578176,0.00041429838],"domain_scores_gemma":[0.99887055,0.00013817001,0.00007379148,0.00014598784,0.00025886236,0.0005126166],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00078509457,0.00024348384,0.00028892068,0.0004531159,0.00011384282,0.00008127717,0.00016100467,0.00018136087,0.000048003072],"category_scores_gemma":[0.002205415,0.0002614089,0.00006185824,0.00034674126,0.00002119958,0.0002577974,0.000007733067,0.00067716587,7.928465e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000015607766,9.841126e-7,0.000017498109,0.000048392158,0.00002350295,0.000015756988,0.00008726159,0.9537472,0.04362825,0.00008445696,0.0000015816065,0.00234354],"study_design_scores_gemma":[0.00038571426,0.000050823834,0.00026968788,0.00012570723,0.00009042197,0.00033876149,0.000013860473,0.9974535,0.00029127178,0.00070944306,0.0000074421127,0.00026335465],"about_ca_topic_score_codex":0.00060380757,"about_ca_topic_score_gemma":0.0030486148,"teacher_disagreement_score":0.5648239,"about_ca_system_score_codex":0.00020737012,"about_ca_system_score_gemma":0.0003312351,"threshold_uncertainty_score":0.9999838},"labels":[],"label_agreement":null},{"id":"W2103903560","doi":"","title":"DEFORMATIONS OF CONCRETE FACE ROCKFILL DAMS (CFRDs) RESTING ON SOIL FOUNDATION","year":2005,"lang":"en","type":"article","venue":"Technical Sciences / University of Warmia and Mazury in Olsztyn","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; University of New Brunswick; Université de Moncton","funders":"","keywords":"Foundation (evidence); Geotechnical engineering; Face (sociological concept); Geology; Forensic engineering; Engineering; Geography; Archaeology; Philosophy","score_opus":0.010709406892632806,"score_gpt":0.21153359856555448,"score_spread":0.20082419167292168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2103903560","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9719656,0.000030508161,0.020253394,0.00029197917,0.000027324235,0.000103594844,0.0000043883574,0.00016146341,0.007161743],"genre_scores_gemma":[0.99803925,0.000076435295,0.0018321226,0.0000075745397,0.000006714865,3.0946455e-7,0.0000037063335,0.0000032208475,0.000030696337],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994412,0.000012090137,0.00014507565,0.00011523135,0.00015595186,0.00013044021],"domain_scores_gemma":[0.9997089,0.000091511865,0.00004141283,0.00008801704,0.000027616703,0.000042574124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023253588,0.000070419905,0.00012399546,0.0001212901,0.00007363544,0.0000068492154,0.0001614273,0.0000800663,0.000013002987],"category_scores_gemma":[0.00006564143,0.00007358566,0.000025317258,0.00037176817,0.00018469007,0.00021258116,0.00004177338,0.00011377633,0.0000030352887],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007095681,0.000009713647,0.00022809926,0.000046781974,0.0000026109904,5.527628e-7,0.00028700137,0.9751839,0.007181147,0.0033818665,0.00007684009,0.013594379],"study_design_scores_gemma":[0.00060314615,0.00024033664,0.010023924,0.00016653596,0.000016816906,0.000005109271,0.0008284278,0.9796969,0.002950408,0.0003356453,0.0048560053,0.00027672772],"about_ca_topic_score_codex":0.00008790882,"about_ca_topic_score_gemma":0.00011653778,"teacher_disagreement_score":0.026073614,"about_ca_system_score_codex":0.000056687426,"about_ca_system_score_gemma":0.000016024418,"threshold_uncertainty_score":0.30007362},"labels":[],"label_agreement":null},{"id":"W2104326872","doi":"10.1139/t04-074","title":"Seismic uplift capacity of inclined strip anchors","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Embedment; Geotechnical engineering; Geology; Cohesion (chemistry); Bearing capacity; Seismic loading","score_opus":0.009900203298717184,"score_gpt":0.19093231439193398,"score_spread":0.1810321110932168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2104326872","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79650927,0.00055701,0.19926593,0.0013721059,0.0005279221,0.00020279754,0.00005662551,0.0005030683,0.0010052859],"genre_scores_gemma":[0.998477,0.00009905581,0.0010167198,0.00009346214,0.00024303744,0.0000036826257,0.000004969577,0.000033507047,0.000028602617],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99873215,0.00001942333,0.00047583558,0.00012281939,0.00019923026,0.00045056344],"domain_scores_gemma":[0.99889517,0.000041979092,0.00004736093,0.00023397988,0.00009079415,0.0006907256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032592285,0.0001649086,0.00024347745,0.00028361197,0.00008462872,0.000028879149,0.00028414314,0.0002770585,0.00010900434],"category_scores_gemma":[0.0001998966,0.00016964671,0.00012171217,0.00033669922,0.00006443562,0.00012799067,0.000014957331,0.00077572075,0.000024176947],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000001602654,0.00000962855,0.00004348456,0.000016743688,0.000014810403,0.0000046652185,0.000021735112,0.9883436,0.00068677287,0.00015453453,0.0015648342,0.009137596],"study_design_scores_gemma":[0.0002803471,0.000042043313,0.0025253445,0.000058348294,0.000016709473,0.00011573417,0.000011565628,0.9335936,0.00065770705,0.00042962233,0.062035225,0.00023376064],"about_ca_topic_score_codex":0.0013972672,"about_ca_topic_score_gemma":0.0020232608,"teacher_disagreement_score":0.2019677,"about_ca_system_score_codex":0.0004140974,"about_ca_system_score_gemma":0.00014278863,"threshold_uncertainty_score":0.69179916},"labels":[],"label_agreement":null},{"id":"W2106997052","doi":"10.1680/grim.2010.163.2.101","title":"On settlement of stone column foundation by Priebe's method","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Settlement (finance); Foundation (evidence); Column (typography); Geotechnical engineering; Simple (philosophy); Geology; Mathematics; Civil engineering; Structural engineering; Computer science; Engineering; Archaeology; Geography; Epistemology; Philosophy","score_opus":0.004389652444173823,"score_gpt":0.20774501150744396,"score_spread":0.20335535906327012,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2106997052","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90078324,0.000041553936,0.09382706,0.0001334244,0.0011164218,0.0007547673,0.000054828324,0.00018340956,0.003105284],"genre_scores_gemma":[0.99805474,0.000020298128,0.0017418412,0.0000136196695,0.000028711778,0.000047188787,0.000013640376,0.00002397578,0.000056006847],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99863255,0.0000029139562,0.00054864195,0.00016860978,0.00045252638,0.00019478046],"domain_scores_gemma":[0.9992961,0.00004094853,0.00019391516,0.0001782321,0.00023461762,0.00005615635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045372307,0.00019244812,0.00026316397,0.00012266728,0.000048302998,0.00001617721,0.0002768293,0.00012585697,0.000029438372],"category_scores_gemma":[0.0001915039,0.00016815231,0.000104339386,0.0003484362,0.000102702696,0.00019585497,0.000050477014,0.00026622802,9.3664704e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016246348,0.00012697236,0.00003184085,0.0005966409,0.000067077686,1.9387462e-8,0.00016731993,0.16617247,0.7843128,0.04415089,0.00054011925,0.0038176365],"study_design_scores_gemma":[0.0011843971,0.00051544025,0.0012004845,0.00023983614,0.000101105434,0.0000022041502,0.00015737857,0.17120284,0.8163273,0.0019589744,0.0067270547,0.00038300353],"about_ca_topic_score_codex":0.00004427743,"about_ca_topic_score_gemma":0.000014669615,"teacher_disagreement_score":0.09727147,"about_ca_system_score_codex":0.000118756485,"about_ca_system_score_gemma":0.000026793481,"threshold_uncertainty_score":0.68570524},"labels":[],"label_agreement":null},{"id":"W2107173523","doi":"","title":"Physical Properties of Woodchip: Compost Mixtures used as Biofilter Media","year":2007,"lang":"en","type":"article","venue":"eCommons (Cornell University)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Compost; Angle of repose; Biofilter; Woodchips; Bulk density; Moisture; Water content; Porosity; Porous medium; Environmental science; Materials science; Pulp and paper industry; Soil science; Waste management; Composite material; Environmental engineering; Geotechnical engineering; Soil water; Geology; Engineering","score_opus":0.020009950959356447,"score_gpt":0.17240568918591254,"score_spread":0.15239573822655608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2107173523","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98732877,0.000043011143,0.006052091,0.000009627117,0.0001314516,0.00007405518,0.000006544435,0.00032635522,0.006028072],"genre_scores_gemma":[0.9997575,0.00000863709,0.00007562444,0.0000046943305,0.000040603758,1.8066144e-7,0.000007814694,0.000019619754,0.00008531082],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994653,0.000013548241,0.00011622036,0.00012745782,0.00007890482,0.00019857888],"domain_scores_gemma":[0.99957967,0.000070777336,0.000021159512,0.00020574348,0.00003330844,0.00008934559],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007394059,0.00012733016,0.00017523416,0.0001638474,0.000033372533,0.0000074896698,0.00018376346,0.000087899905,0.000022546514],"category_scores_gemma":[0.000026799695,0.00012893033,0.00007721767,0.00036159155,0.00006925012,0.0001046782,0.000041762687,0.0001635322,0.000029326626],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006594418,0.00022637357,0.0015281254,0.00017873009,0.00009404171,0.000048240512,0.0015035834,0.8612741,0.12496309,0.008811679,0.00018002714,0.0011260429],"study_design_scores_gemma":[0.0022128131,0.0002786603,0.019949311,0.00026593273,0.00017310941,0.00001724055,0.001117199,0.43463734,0.531424,0.0018523727,0.006654819,0.0014172028],"about_ca_topic_score_codex":0.000039362945,"about_ca_topic_score_gemma":0.00007980106,"teacher_disagreement_score":0.4266368,"about_ca_system_score_codex":0.000047440026,"about_ca_system_score_gemma":0.000007753492,"threshold_uncertainty_score":0.5257626},"labels":[],"label_agreement":null},{"id":"W2107668159","doi":"10.1139/cgj-2012-0203","title":"Granular anchors under vertical loading – axial pull","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Granular material; Anchoring; Geotechnical engineering; Displacement (psychology); Structural engineering; Failure mode and effects analysis; Base (topology); Ultimate load; Engineering; Geology; Materials science; Finite element method","score_opus":0.010423297351596429,"score_gpt":0.1984616589062256,"score_spread":0.1880383615546292,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2107668159","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56205267,0.0036939369,0.42237297,0.001754485,0.004635741,0.00038668484,0.000024166777,0.0016161983,0.003463135],"genre_scores_gemma":[0.9987477,0.00007877429,0.00022166419,0.00018961077,0.00066806184,0.0000067979713,0.0000067116707,0.00005839965,0.000022254288],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998166,0.000030114421,0.00035779216,0.00013192806,0.0002600281,0.001054089],"domain_scores_gemma":[0.9978745,0.000046140995,0.000014417579,0.00022854592,0.000050296792,0.0017860945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042685412,0.00021595643,0.00022212828,0.00025279558,0.00018537423,0.0000862949,0.00025725062,0.00035593525,0.00024281071],"category_scores_gemma":[0.00017091415,0.00021745365,0.00013647966,0.00034176305,0.000063707026,0.00026495784,0.000019313615,0.001025179,0.0001251211],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000055879073,0.000030689036,0.0005259266,0.000028948753,0.000033940378,0.00004738868,0.000060868028,0.9795942,0.0020570238,0.004901138,0.0055180853,0.007196234],"study_design_scores_gemma":[0.0013886506,0.0001702095,0.048454247,0.00023750422,0.00017662761,0.0023271502,0.00012069319,0.6439737,0.001635163,0.004270133,0.29517746,0.0020684612],"about_ca_topic_score_codex":0.0005636521,"about_ca_topic_score_gemma":0.00035650344,"teacher_disagreement_score":0.43669504,"about_ca_system_score_codex":0.0006169201,"about_ca_system_score_gemma":0.00008061699,"threshold_uncertainty_score":0.8867503},"labels":[],"label_agreement":null},{"id":"W2108582331","doi":"10.1139/cgj-2012-0437","title":"Influence of geosynthetic encasement on the performance of stone columns floating in soft clay","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":146,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geosynthetics; Bearing capacity; Column (typography); Geology; Engineering; Materials science; Structural engineering; Connection (principal bundle)","score_opus":0.005462160724287121,"score_gpt":0.1747570123730037,"score_spread":0.16929485164871658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2108582331","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99849504,0.00007031889,0.00080624945,0.00026783792,0.00004025287,0.00016968403,0.0000046543964,0.000030236593,0.00011572574],"genre_scores_gemma":[0.99977094,0.000059492562,0.0000762207,0.000046678895,0.00001585502,0.000008597108,8.8475167e-7,0.000015075964,0.0000062562085],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989995,0.000023585717,0.00039868802,0.000081809005,0.00019431773,0.00030211554],"domain_scores_gemma":[0.99935806,0.0001097874,0.000056473415,0.00020526894,0.000081290564,0.00018910391],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039258113,0.000103908285,0.0001705215,0.00014151896,0.000061464714,0.000015862228,0.00025618443,0.000113347756,0.00012416679],"category_scores_gemma":[0.00022805411,0.0000871573,0.00004704426,0.00025034725,0.00007727878,0.00007350355,0.000014392885,0.00052478584,0.00001579326],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000010106786,0.000008486279,0.0002599165,0.000026485037,0.000005183315,0.0000022527843,0.000060190792,0.9924178,0.0038325635,0.00006380416,0.00011411654,0.0032081497],"study_design_scores_gemma":[0.00015899488,0.00011809565,0.037574533,0.00036305076,0.0000067390824,0.000029443281,0.000054012242,0.9589188,0.0020131357,0.00019004998,0.0004240409,0.00014906397],"about_ca_topic_score_codex":0.0063327644,"about_ca_topic_score_gemma":0.0013802785,"teacher_disagreement_score":0.03731462,"about_ca_system_score_codex":0.00016447675,"about_ca_system_score_gemma":0.000086550324,"threshold_uncertainty_score":0.9573288},"labels":[],"label_agreement":null},{"id":"W2109109259","doi":"10.1139/cgj-2013-0409","title":"Group behaviour of hollow-bar micropiles in cohesive soils","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Bar (unit); Settlement (finance); Geotechnical engineering; Finite element method; Structural engineering; Engineering; Parametric statistics; Geology; Mathematics; Computer science","score_opus":0.005085131879380451,"score_gpt":0.1779930045824618,"score_spread":0.17290787270308136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2109109259","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9532855,0.00034568313,0.044708624,0.0002768436,0.0004151212,0.00017242075,0.000021257893,0.00018940066,0.0005851566],"genre_scores_gemma":[0.99927723,0.000074848926,0.00046326345,0.000045957066,0.00008019636,0.0000067478954,0.000006486311,0.000034154353,0.000011140665],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99877673,0.000037546266,0.00044954405,0.0001319434,0.00016074382,0.00044351423],"domain_scores_gemma":[0.99917877,0.000057400473,0.000042537795,0.0002058035,0.000055373068,0.00046010522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004033046,0.00015781538,0.00027421574,0.00033959653,0.000048767084,0.000029895205,0.0002702884,0.0002660102,0.00005579488],"category_scores_gemma":[0.00019492475,0.00016444431,0.00010213436,0.00027678217,0.000060569302,0.00007878616,0.000014331183,0.0006571619,0.000012958508],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000042518363,0.00002629844,0.0015792202,0.000046432528,0.00001465924,0.00004594317,0.000053748652,0.9810828,0.004380612,0.0016575116,0.0007422969,0.01036622],"study_design_scores_gemma":[0.002677889,0.0005474559,0.20772627,0.000856277,0.00009780216,0.00062392605,0.00017480452,0.7396871,0.0034002084,0.0054630144,0.03707687,0.001668426],"about_ca_topic_score_codex":0.0028115262,"about_ca_topic_score_gemma":0.0046910523,"teacher_disagreement_score":0.24139574,"about_ca_system_score_codex":0.0002613235,"about_ca_system_score_gemma":0.0000727099,"threshold_uncertainty_score":0.67058444},"labels":[],"label_agreement":null},{"id":"W2109113439","doi":"10.1061/41095(365)245","title":"Prediction of Earth Pressures in Soil-Bentonite Cutoff Walls","year":2010,"lang":"en","type":"article","venue":"GeoFlorida 2010","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kensington Health","funders":"","keywords":"Cutoff; Stress (linguistics); Compressibility; Bentonite; Trench; Geotechnical engineering; Mechanics; Stress field; Deformation (meteorology); Geology; Field (mathematics); Distribution (mathematics); Materials science; Physics; Structural engineering; Finite element method; Engineering; Mathematics; Composite material; Mathematical analysis","score_opus":0.007391301816734725,"score_gpt":0.18061503610829482,"score_spread":0.1732237342915601,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2109113439","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933043,0.00009095974,0.0023361666,0.000022750282,0.0018878577,0.00013159144,0.00002842274,0.00034954492,0.0018483803],"genre_scores_gemma":[0.99935514,0.000048337948,0.00019100685,0.000003211226,0.00011943796,0.000018525538,0.000020670883,0.000023492978,0.00022015744],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992618,0.000007195996,0.00024136688,0.00012448059,0.00014774421,0.00021744231],"domain_scores_gemma":[0.99959433,0.00003211375,0.000021605687,0.00025631633,0.000038589173,0.000057052723],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016243942,0.00011312793,0.00014503972,0.00012780455,0.000017336513,0.000012479923,0.00011580675,0.00017011342,0.00007847682],"category_scores_gemma":[0.00006104398,0.00011616693,0.000039735467,0.00020589835,0.000026761905,0.00011472548,0.000022734408,0.00037258456,0.000019720746],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000053963695,0.000031176718,0.0024670253,0.00010430096,0.000012936238,0.0000014208102,0.00017028395,0.8790343,0.114734985,0.00044179824,0.00033199275,0.0026643975],"study_design_scores_gemma":[0.0005388148,0.0000494267,0.19824363,0.00004970142,0.00001718195,0.0000046005393,0.000015796406,0.73488843,0.039831545,0.00035461684,0.025764942,0.00024127202],"about_ca_topic_score_codex":0.00010691624,"about_ca_topic_score_gemma":0.00022971877,"teacher_disagreement_score":0.19577661,"about_ca_system_score_codex":0.0000062647764,"about_ca_system_score_gemma":0.000009826693,"threshold_uncertainty_score":0.473715},"labels":[],"label_agreement":null},{"id":"W2109624167","doi":"10.1139/t11-093","title":"Design of shallow footings on heavily overconsolidated clays","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Bearing capacity; Shallow foundation; Settlement (finance); Limiting; Bearing (navigation); Geology; Stress (linguistics); Engineering; Computer science","score_opus":0.01647698010741387,"score_gpt":0.20114396463241302,"score_spread":0.18466698452499913,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2109624167","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19813061,0.0014775961,0.7909116,0.00077150547,0.0018954059,0.00063671713,0.00004615755,0.001069677,0.0050607217],"genre_scores_gemma":[0.99867153,0.00006415243,0.0008815684,0.00016176388,0.00014983838,0.0000057545435,0.000004259563,0.00004470455,0.000016438851],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998621,0.000038408165,0.00038189022,0.00010049895,0.00021322691,0.00064498634],"domain_scores_gemma":[0.9987103,0.000094200106,0.00004449308,0.0002164344,0.0000661955,0.0008684159],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005254194,0.00017799067,0.00023328469,0.00027212675,0.00008272226,0.000028919696,0.00023227352,0.00027726812,0.000101815116],"category_scores_gemma":[0.00019756038,0.00017585546,0.0000883393,0.0003065754,0.000044558397,0.00013829714,0.000011583994,0.0007073772,0.000036504953],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000057628613,0.000019050176,0.000057735513,0.00001601604,0.000020994703,0.000008748672,0.000034367993,0.9922086,0.0024314714,0.00060179725,0.0017443812,0.0028510976],"study_design_scores_gemma":[0.00096861634,0.0004557249,0.008653655,0.0003849071,0.00007919121,0.00050686277,0.00006150293,0.94375813,0.0045127464,0.00089994527,0.03868249,0.001036213],"about_ca_topic_score_codex":0.00033991568,"about_ca_topic_score_gemma":0.000065084096,"teacher_disagreement_score":0.8005409,"about_ca_system_score_codex":0.0003264449,"about_ca_system_score_gemma":0.00010308871,"threshold_uncertainty_score":0.7171178},"labels":[],"label_agreement":null},{"id":"W2111649632","doi":"10.1061/9780784413654.062","title":"Non-Destructive Evaluation and Reinforced Design of Gravel Heavy Haul Road Structures in Northern Alberta","year":2014,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Stantec (Canada); Vernon Seed Orchard Company (Canada)","funders":"","keywords":"Deflection (physics); Truck; Geosynthetics; Geotechnical engineering; Environmental science; Heavy load; Structural engineering; Civil engineering; Engineering; Automotive engineering","score_opus":0.008643989422557424,"score_gpt":0.20973647769991438,"score_spread":0.20109248827735696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2111649632","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78911793,0.000019227755,0.2091489,0.000008528743,0.00005444702,0.0002351526,3.5067274e-7,0.000054170014,0.001361311],"genre_scores_gemma":[0.9986126,0.0000061867045,0.0013103384,0.0000035969008,0.0000107185315,0.000014377168,0.0000065550257,0.00001494144,0.000020678455],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99944377,0.000018903645,0.00019256014,0.000103951796,0.0001292357,0.00011159897],"domain_scores_gemma":[0.9997066,0.000063035586,0.000019081763,0.00012898396,0.000048564478,0.000033704408],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021892453,0.000099265206,0.00014404386,0.00007774541,0.000012377329,0.000009095669,0.000050469716,0.000084381034,0.000008810066],"category_scores_gemma":[0.00015089984,0.000091150665,0.000015479569,0.00012942929,0.000021349892,0.00005799563,0.000010080472,0.00007560029,0.0000011658861],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006018406,0.0000014573475,0.00030258507,0.000029076115,0.0000057693574,7.095368e-8,0.00021988103,0.98895544,0.0027708486,0.00095927884,0.000002434488,0.0067471284],"study_design_scores_gemma":[0.00033661362,0.00003747763,0.039177384,0.000016393404,0.000007787848,0.0000011851369,0.000027294254,0.95587635,0.0023319286,0.0020819989,0.00000479279,0.00010080963],"about_ca_topic_score_codex":0.0006468705,"about_ca_topic_score_gemma":0.00076445617,"teacher_disagreement_score":0.2094947,"about_ca_system_score_codex":0.000035943824,"about_ca_system_score_gemma":0.000008913788,"threshold_uncertainty_score":0.37170163},"labels":[],"label_agreement":null},{"id":"W2113069497","doi":"10.1139/t10-019","title":"Numerical simulations of stone column installation","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":109,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Column (typography); Geotechnical engineering; Pore water pressure; Anisotropy; Finite element method; Lateral earth pressure; Computer simulation; Geology; Mechanics; Structural engineering; Engineering; Connection (principal bundle); Physics","score_opus":0.0062041151967652634,"score_gpt":0.19869088431082477,"score_spread":0.1924867691140595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2113069497","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79365873,0.000091834794,0.20195992,0.0004889796,0.0011200665,0.0002267449,0.000047958834,0.00042914212,0.0019765925],"genre_scores_gemma":[0.9989179,0.00000994683,0.00087498454,0.00002511561,0.00011621527,0.0000022413137,0.000010413012,0.000026564643,0.000016637474],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999102,0.000011915359,0.0003436887,0.00008998639,0.000172221,0.00028021843],"domain_scores_gemma":[0.999119,0.000055488883,0.00003666975,0.00019022863,0.0001097005,0.000488941],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016691587,0.00010861054,0.00016069898,0.00022300992,0.00009428991,0.000027058979,0.00015570733,0.00024592227,0.00026427052],"category_scores_gemma":[0.0002565373,0.00011750682,0.00007157165,0.0003586005,0.000054600936,0.00010560943,0.000007571775,0.0008358927,0.000010562062],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000010982059,0.000008350093,0.000096025826,0.000008316859,0.00000884168,0.0000048871498,0.000015364923,0.9882532,0.0070414846,0.0008971301,0.0002795189,0.0033857825],"study_design_scores_gemma":[0.00019414832,0.00003405027,0.005753793,0.000017603692,0.000011987965,0.00009560584,0.00000607224,0.96632576,0.00055607234,0.00060634763,0.026222922,0.00017565931],"about_ca_topic_score_codex":0.0011329178,"about_ca_topic_score_gemma":0.0034599742,"teacher_disagreement_score":0.20525913,"about_ca_system_score_codex":0.00011317438,"about_ca_system_score_gemma":0.00014116151,"threshold_uncertainty_score":0.47917888},"labels":[],"label_agreement":null},{"id":"W2113954431","doi":"10.1139/t04-089","title":"Slope failure in underconsolidated soft soils during the development of a port in Tianjin, China. Part 1: Field investigation","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Landslide; Debris; Geology; Geotechnical engineering; Slope stability; Erosion; Geomorphology; Hydrology (agriculture); Mining engineering","score_opus":0.007540905530044219,"score_gpt":0.186969121756688,"score_spread":0.1794282162266438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2113954431","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930402,0.00009611619,0.0049170703,0.0015277747,0.000091123395,0.00014288185,0.000002499625,0.0000708772,0.00011142675],"genre_scores_gemma":[0.9992352,0.00001437268,0.00055820507,0.00006525103,0.000063431915,0.000017928667,0.0000075231696,0.000019993915,0.000018052928],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986687,0.000029809727,0.0006289218,0.00012139309,0.0001621203,0.0003890893],"domain_scores_gemma":[0.9994502,0.000041013445,0.00004763849,0.00016769662,0.00003197601,0.0002614627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049715536,0.0001409308,0.00018718226,0.00031326158,0.00007692343,0.00003249828,0.00023213941,0.00022490331,0.00008579155],"category_scores_gemma":[0.0001974554,0.00012515417,0.00004184595,0.00048342065,0.000034204146,0.00012569173,0.000019141842,0.0007992847,0.000007492327],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003132897,0.000008617026,0.0008148504,0.000028625016,0.0000093611125,0.000015826674,0.0007240573,0.99239206,0.000561778,0.000027973283,0.00028061628,0.005133105],"study_design_scores_gemma":[0.0019278302,0.00007257158,0.30068207,0.0010925045,0.000024843725,0.00037196503,0.0010123996,0.6617303,0.007530501,0.0007981516,0.023655325,0.0011015721],"about_ca_topic_score_codex":0.0005902781,"about_ca_topic_score_gemma":0.06809175,"teacher_disagreement_score":0.33066177,"about_ca_system_score_codex":0.00050592195,"about_ca_system_score_gemma":0.00032780887,"threshold_uncertainty_score":0.94891316},"labels":[],"label_agreement":null},{"id":"W2114471037","doi":"10.1061/9780784413067.076","title":"Ship Loader Platforms Using a Pile/Micropile System","year":2013,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Berger (Canada)","funders":"","keywords":"Pile; Engineering; Shipyard; Boom; Tension (geology); Geotechnical engineering; Loader; Structural engineering; Ultimate tensile strength; Marine engineering; Shipbuilding; Mechanical engineering","score_opus":0.00984902035417359,"score_gpt":0.16925987361452471,"score_spread":0.15941085326035112,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114471037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7804171,0.00008179307,0.21011208,0.0000092556975,0.00027209093,0.0001929794,0.000001294945,0.0018130763,0.007100333],"genre_scores_gemma":[0.99832726,0.0000028657341,0.0014346876,0.000010919735,0.00005165666,0.000019374183,0.0000038345966,0.000030863026,0.00011856721],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942094,0.0000021511335,0.0001700793,0.00009876959,0.00008753852,0.0002205016],"domain_scores_gemma":[0.9997095,0.000015587433,0.000008966207,0.00016439396,0.0000279216,0.00007361537],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000045609242,0.00011281394,0.00011513405,0.000050653125,0.00003295474,0.000042501364,0.000079460035,0.00009959578,0.00017036346],"category_scores_gemma":[0.000009288362,0.00009419358,0.00003629723,0.00014066254,0.000010197439,0.00014576635,0.000015763671,0.00010665092,0.00028739203],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[4.1009523e-7,0.0000053940394,0.000084805244,0.00016996183,0.000010880073,8.0467237e-7,0.000047883543,0.9862196,0.010076823,0.0020941845,0.00045390375,0.0008353926],"study_design_scores_gemma":[0.00010269298,0.000007921356,0.0005099207,0.00003697271,0.000004874732,0.000010091892,0.00011891526,0.99660516,0.0019919842,0.000075355085,0.00038122805,0.00015490668],"about_ca_topic_score_codex":0.00009399309,"about_ca_topic_score_gemma":0.0000022988684,"teacher_disagreement_score":0.21791013,"about_ca_system_score_codex":0.000095588264,"about_ca_system_score_gemma":0.0000046227888,"threshold_uncertainty_score":0.38411027},"labels":[],"label_agreement":null},{"id":"W2115241429","doi":"10.1680/geolett.11.00030","title":"Progressive failure and shear band development within model-scale reinforced soil walls subject to seismic shaking","year":2011,"lang":"en","type":"article","venue":"Géotechnique Letters","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Earthquake Commission; University of Canterbury","keywords":"Earthquake shaking table; Geotechnical engineering; Geology; Shake; Structural engineering; Shear (geology); Deformation (meteorology); Reinforced concrete; Shear wall; Engineering","score_opus":0.00974124553490432,"score_gpt":0.18223018779263575,"score_spread":0.17248894225773143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2115241429","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.51458377,0.000014921881,0.48382393,0.00016791272,0.000038326252,0.00031012148,0.0000015162592,0.0009211676,0.00013832169],"genre_scores_gemma":[0.9323399,0.0000035811927,0.06690282,0.00045636803,0.000020792093,0.00018243516,0.0000075031176,0.000060499588,0.000026111407],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99890035,0.0000123846785,0.0002950293,0.0002707612,0.00016701287,0.0003544733],"domain_scores_gemma":[0.9995413,0.000010972215,0.000033952543,0.00024665502,0.000027104015,0.00014002333],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00019585113,0.00024516002,0.00020789944,0.00015697356,0.00007679718,0.000037147205,0.00015898849,0.00018445986,0.000008096631],"category_scores_gemma":[0.000019096491,0.00025013753,0.000035789548,0.00021971179,0.000035216846,0.00013143044,0.000051466064,0.00030535457,0.000008041391],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000081750995,0.0000042171896,0.00001972076,0.00010014703,0.000014875423,0.0000130106255,0.0023638322,0.9422281,0.053969726,0.000062462364,0.00030574194,0.0009100049],"study_design_scores_gemma":[0.00017025543,0.00003680832,0.00023838173,0.00019749366,0.000012114584,0.000028609335,0.000033970333,0.7721877,0.22620548,0.000061632585,0.00034870827,0.00047880338],"about_ca_topic_score_codex":0.000022439699,"about_ca_topic_score_gemma":0.000011657704,"teacher_disagreement_score":0.4177561,"about_ca_system_score_codex":0.00010655771,"about_ca_system_score_gemma":0.00001767707,"threshold_uncertainty_score":0.9999951},"labels":[],"label_agreement":null},{"id":"W2115656201","doi":"10.1139/cgj-2012-0104","title":"Displacement-based design procedure for slope-stabilizing piles","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Pile; Displacement (psychology); Dimensioning; Geotechnical engineering; Reduction (mathematics); A priori and a posteriori; Soil structure interaction; Mechanism (biology); Engineering; Structural engineering; Computer science; Finite element method; Mathematics; Geometry","score_opus":0.019389046029390473,"score_gpt":0.21681675116030028,"score_spread":0.1974277051309098,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2115656201","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007529785,0.0007171794,0.989644,0.00044847254,0.00056463905,0.00049322366,0.000024802777,0.00040590263,0.00017200729],"genre_scores_gemma":[0.99275523,0.000026183301,0.0065283403,0.00015759256,0.0003312167,0.00008973141,0.000014914053,0.000071453636,0.000025305526],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99840045,0.000027008553,0.00034975653,0.00013663528,0.00018035999,0.0009058115],"domain_scores_gemma":[0.9984908,0.00013788114,0.000035567304,0.00019663283,0.00008213323,0.0010569651],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005993228,0.00021772996,0.00020792427,0.00021776717,0.00022341509,0.000081346254,0.00023710117,0.0002536839,0.00008503009],"category_scores_gemma":[0.0003915488,0.00021175797,0.0001239449,0.00025127653,0.000039512026,0.00019679447,0.000009120298,0.00048481073,0.000016110205],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008163145,0.000017300885,0.000088323526,0.00006502255,0.000016143635,0.0000025430115,0.000028040238,0.9909208,0.0006913122,0.00033863858,0.0043926607,0.0034310916],"study_design_scores_gemma":[0.0005561552,0.00010447965,0.0007086321,0.000104674225,0.00004553012,0.00007405052,0.000047600548,0.91451705,0.0010700484,0.00028478217,0.08202166,0.00046534525],"about_ca_topic_score_codex":0.00010391209,"about_ca_topic_score_gemma":0.00022497798,"teacher_disagreement_score":0.9852255,"about_ca_system_score_codex":0.0005433632,"about_ca_system_score_gemma":0.00023226034,"threshold_uncertainty_score":0.86352396},"labels":[],"label_agreement":null},{"id":"W2117697641","doi":"10.1139/t10-002","title":"Influence of toe restraint on reinforced soil segmental walls","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":123,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"Ministère de la Défense Nationale; U.S. Department of Transportation","keywords":"Stiffness; Geotechnical engineering; Structural engineering; Reinforcement; Retaining wall; Stress (linguistics); Shear (geology); Geology; Engineering; Materials science; Composite material","score_opus":0.00463462945695685,"score_gpt":0.18612256492827509,"score_spread":0.18148793547131822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2117697641","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9966235,0.000013768817,0.0017154653,0.00022140043,0.00025650105,0.000095563664,0.00001567327,0.00016909704,0.0008890432],"genre_scores_gemma":[0.9995317,0.000023489838,0.00016773232,0.00009698605,0.00009905374,0.0000048139354,0.0000046180476,0.00002916107,0.000042432624],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988415,0.000010189671,0.00038772044,0.00011990924,0.00023300604,0.00040762298],"domain_scores_gemma":[0.99889886,0.0000464113,0.000042774114,0.00028033886,0.00007618085,0.00065545784],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025631877,0.00015896432,0.00018433009,0.00022236821,0.00008114632,0.000035509725,0.00030586944,0.00028166795,0.00008677447],"category_scores_gemma":[0.00027947614,0.00015620545,0.00009175439,0.00021902031,0.00008395117,0.000099280056,0.000014548032,0.0012464256,0.000024321545],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000035174905,0.0000039718484,0.000007458363,0.000012283401,0.000009157915,0.000022927044,0.000019821395,0.9632792,0.03309439,0.0012731192,0.00031142143,0.0019627528],"study_design_scores_gemma":[0.0010379642,0.0004272662,0.015157782,0.00030167378,0.00003510704,0.0006896255,0.000047366666,0.94241655,0.019647015,0.0011733326,0.018142091,0.0009242463],"about_ca_topic_score_codex":0.0013952699,"about_ca_topic_score_gemma":0.0017124118,"teacher_disagreement_score":0.02086265,"about_ca_system_score_codex":0.00017847943,"about_ca_system_score_gemma":0.00015635561,"threshold_uncertainty_score":0.6369873},"labels":[],"label_agreement":null},{"id":"W2118383024","doi":"10.1016/s0266-1144(03)00044-x","title":"The effect of geogrid reinforcement on unbound aggregates","year":2003,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":87,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geogrid; Reinforcement; Aggregate (composite); Geotechnical engineering; Runway; Materials science; Composite material; Engineering","score_opus":0.0019827139712540825,"score_gpt":0.1675344005599892,"score_spread":0.16555168658873512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2118383024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928947,0.0031842284,0.00010989488,0.000044068856,0.0002546914,0.00019027329,0.000002918914,0.00015269525,0.0031665268],"genre_scores_gemma":[0.9986028,0.001161478,0.0000014955106,0.000006684251,0.000018394012,0.000018959867,0.0000038701182,0.000014777107,0.00017151235],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993835,0.000021169293,0.00017398395,0.00010108608,0.000119505654,0.00020075828],"domain_scores_gemma":[0.99946815,0.00025967648,0.0000222261,0.0001871886,0.000015779291,0.000047008965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023018301,0.0001381777,0.00015240817,0.000037536844,0.00010797358,0.00003312019,0.00007095737,0.00006007649,0.000016938942],"category_scores_gemma":[0.00009806984,0.00008837721,0.000045618308,0.00010997363,0.000059717895,0.00003325624,0.00001087255,0.000089756475,0.0000080816335],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007968167,0.0000022499155,0.000013871276,0.00012986144,0.000017671311,5.835335e-7,0.000029005403,0.9829395,0.00022053566,0.00203986,0.00004263668,0.014556293],"study_design_scores_gemma":[0.0014622806,0.001113075,0.0024598334,0.00023636509,0.000067458306,0.00002388656,0.00010491154,0.7460043,0.010172565,0.0010640061,0.23668362,0.000607735],"about_ca_topic_score_codex":0.000011238198,"about_ca_topic_score_gemma":0.000003783846,"teacher_disagreement_score":0.2369352,"about_ca_system_score_codex":0.000009479328,"about_ca_system_score_gemma":0.0000030395697,"threshold_uncertainty_score":0.3603918},"labels":[],"label_agreement":null},{"id":"W2118929475","doi":"10.1016/s0266-1144(01)00014-0","title":"Numerical analysis of geosynthetic reinforced retaining wall constructed on a layered soil foundation","year":2001,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":141,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geotechnical engineering; Foundation (evidence); Geogrid; Loam; Expansive clay; Geology; Geosynthetics; Stiffness; Stratum; Reinforcement; Retaining wall; Geotextile; Layer (electronics); Materials science; Soil water; Composite material; Soil science; Law","score_opus":0.007274168421852969,"score_gpt":0.19643798486258002,"score_spread":0.18916381644072705,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2118929475","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956878,0.00010245114,0.0025443307,0.00005999149,0.00006221303,0.00009251005,0.000005820154,0.00028233984,0.0011625318],"genre_scores_gemma":[0.99948823,0.00029480312,0.000010635645,0.00002022119,0.000018965507,0.000009476596,0.000064155516,0.000019773897,0.00007373234],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990443,0.000018061506,0.0003347969,0.0001938791,0.00017192762,0.00023706496],"domain_scores_gemma":[0.9994553,0.00012503519,0.000052452495,0.00022835658,0.000057600482,0.00008129277],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001225886,0.0001742412,0.00036453363,0.00030488177,0.00006208483,0.00003223758,0.00008276946,0.000120645804,0.00016297061],"category_scores_gemma":[0.00008326886,0.00016631433,0.00010397683,0.00079525285,0.00005414885,0.00007689728,0.000014214033,0.000119934666,0.000008393018],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001927198,0.0000071833715,0.000041443676,0.00006146996,0.00016133368,0.000002454904,0.00015843415,0.98040694,0.0009374999,0.0006365049,0.000003326514,0.017564112],"study_design_scores_gemma":[0.00025756084,0.000051799998,0.005417954,0.00003724811,0.00015005254,0.000007985304,0.00007417378,0.99275184,0.00008604177,0.0000694683,0.0009130903,0.00018278311],"about_ca_topic_score_codex":0.00011184783,"about_ca_topic_score_gemma":0.000015121869,"teacher_disagreement_score":0.01738133,"about_ca_system_score_codex":0.000020697677,"about_ca_system_score_gemma":0.000008008659,"threshold_uncertainty_score":0.67821014},"labels":[],"label_agreement":null},{"id":"W2119904747","doi":"10.1139/t08-111","title":"Case study of a piled raft foundation constructed using a reverse construction method and its post-analysis","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Foundation (evidence); Pile; Engineering; Human settlement; Geotechnical engineering; Civil engineering; Raft; Superstructure; Structural engineering; Materials science","score_opus":0.015616891727929115,"score_gpt":0.25007858518418574,"score_spread":0.23446169345625661,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2119904747","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85990393,0.00007459025,0.13954553,0.000056019304,0.00009355857,0.00020490712,0.00001162452,0.00009421321,0.00001561564],"genre_scores_gemma":[0.99512535,0.000015774662,0.004773861,0.000027101001,0.000035226127,0.0000019302474,0.00000555761,0.000013853508,0.0000013697863],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879336,0.00008631278,0.0005119559,0.00017000738,0.00017207261,0.00026629906],"domain_scores_gemma":[0.9990096,0.000054872973,0.00009274836,0.0001691054,0.00024694705,0.00042670663],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004116741,0.00016191661,0.00035829665,0.00072567456,0.00015781334,0.000056754794,0.00008751905,0.00018411734,0.00006050348],"category_scores_gemma":[0.00022539492,0.00017026036,0.00009557461,0.00096268987,0.000032902553,0.00015916166,0.000009128576,0.00044087344,7.247902e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000075895905,0.000024376885,0.00008859212,0.000011528173,0.0002494619,0.000528296,0.00017792883,0.9825158,0.0033102504,0.00013001377,0.000005143943,0.012950984],"study_design_scores_gemma":[0.0006444317,0.00021145814,0.001246579,0.000021779157,0.0008878075,0.0126586985,0.00089916564,0.9828721,0.00009972242,0.00017027935,0.00006091908,0.00022701178],"about_ca_topic_score_codex":0.00418707,"about_ca_topic_score_gemma":0.0026518286,"teacher_disagreement_score":0.13522138,"about_ca_system_score_codex":0.00021503602,"about_ca_system_score_gemma":0.00011635032,"threshold_uncertainty_score":0.6943016},"labels":[],"label_agreement":null},{"id":"W2120807808","doi":"10.1061/9780784412350.0026","title":"A Case Study: Unreinforced Soil Mixing for Excavation Support and Bearing Capacity Improvement","year":2012,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kensington Health","funders":"","keywords":"Grout; Excavation; Geotechnical engineering; Environmental science; Environmental remediation; Curing (chemistry); Soil water; Bearing capacity; Mixing (physics); Engineering; Soil science; Materials science; Contamination","score_opus":0.02477817092705145,"score_gpt":0.2269030258089606,"score_spread":0.20212485488190915,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2120807808","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8294063,0.000008676213,0.1694817,0.000004060998,0.00012987653,0.000338784,0.0000016065807,0.00032378698,0.00030516958],"genre_scores_gemma":[0.998775,0.000002159045,0.0009728494,0.000011042779,0.000055409557,0.000092039394,0.0000052538285,0.000020789304,0.00006546018],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942505,0.000003346108,0.00017727954,0.00008947146,0.00007306303,0.00023177359],"domain_scores_gemma":[0.9997308,0.00003593651,0.00001327331,0.000108535096,0.000026277472,0.00008515785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002688422,0.00010351155,0.00010208083,0.00004967742,0.00006453889,0.000024761703,0.00002586935,0.000052435866,0.000007964538],"category_scores_gemma":[0.000038031976,0.000101438425,0.000022207983,0.000072048744,0.0000091951615,0.00018647124,0.000018877834,0.00006589061,0.0000014376094],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008272375,0.000107417356,0.0031953368,0.0005435152,0.00010971476,0.000014139272,0.0062883054,0.9303274,0.025064332,0.0024887342,0.00013401329,0.031718817],"study_design_scores_gemma":[0.0009701863,0.00026472672,0.0009417239,0.000010418882,0.00005192392,0.00014736986,0.0020661813,0.9853146,0.009248396,0.000043267253,0.00055923726,0.00038196967],"about_ca_topic_score_codex":0.0001546461,"about_ca_topic_score_gemma":0.000036943613,"teacher_disagreement_score":0.16936865,"about_ca_system_score_codex":0.0000647645,"about_ca_system_score_gemma":0.000003884478,"threshold_uncertainty_score":0.41365388},"labels":[],"label_agreement":null},{"id":"W2120906611","doi":"10.1139/t04-088","title":"Slope failure in underconsolidated soft soils during the development of a port in Tianjin, China. Part 2: Analytical study","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Landslide; Geotechnical engineering; Land reclamation; Slope stability; Shear strength (soil); Geology; Soil water; Safety factor; Slope stability analysis; Excavation; Port (circuit theory); Mining engineering; Engineering; Soil science","score_opus":0.008758506738954343,"score_gpt":0.20853117696042453,"score_spread":0.1997726702214702,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2120906611","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962178,0.00007650059,0.0025510816,0.0005968267,0.00007485025,0.0002601579,0.000004717768,0.00007898007,0.00013912744],"genre_scores_gemma":[0.9995908,0.000008958872,0.0002393286,0.000020198273,0.00006606341,0.000016304923,0.0000046042405,0.00002909503,0.000024615878],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99808043,0.000050973795,0.00086623756,0.0001790966,0.0002587951,0.0005644687],"domain_scores_gemma":[0.99925435,0.000041093917,0.00004742533,0.00025075386,0.000042631465,0.0003637783],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00082253496,0.00019587373,0.00031004514,0.0004476348,0.00009547464,0.00004533012,0.0003481798,0.0002010548,0.00010696737],"category_scores_gemma":[0.00018292983,0.00016585327,0.00006170049,0.0007307283,0.0000474979,0.000116682335,0.000034693214,0.001052537,0.000011739749],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005674856,0.00006608727,0.0031999063,0.000016932725,0.000025804315,0.00006454722,0.00043350697,0.9923235,0.00008759632,0.000023851428,0.00009953228,0.0036530255],"study_design_scores_gemma":[0.0014829499,0.00006299623,0.51729506,0.00024299273,0.000025814721,0.00019692727,0.0007344895,0.47287393,0.00015050972,0.00009024753,0.0063070534,0.000537056],"about_ca_topic_score_codex":0.00059737527,"about_ca_topic_score_gemma":0.10452156,"teacher_disagreement_score":0.5194496,"about_ca_system_score_codex":0.00076655677,"about_ca_system_score_gemma":0.0003706151,"threshold_uncertainty_score":0.91181856},"labels":[],"label_agreement":null},{"id":"W2121296355","doi":"10.1139/cgj-2014-0506","title":"Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":153,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geotechnical engineering; Pile; Geogrid; Subsoil; Geotextile; Levee; Settlement (finance); Finite element method; Geosynthetics; Reinforcement; Geology; Subgrade; Engineering; Full scale; Structural engineering; Soil water; Computer science","score_opus":0.02069673716464665,"score_gpt":0.19492807153327738,"score_spread":0.17423133436863072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2121296355","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06485216,0.00031847175,0.9331969,0.00037910423,0.0004285439,0.00023754033,0.000042972726,0.00024186702,0.00030242908],"genre_scores_gemma":[0.9961622,0.000030100564,0.003484876,0.00008136308,0.00011652175,0.0000141977025,0.000025724974,0.000051764455,0.000033246044],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99793905,0.000018145884,0.00071985397,0.00018764511,0.0005013988,0.0006339061],"domain_scores_gemma":[0.9980306,0.000053399242,0.000083083956,0.00032819138,0.00023460483,0.0012700914],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006084885,0.00024734117,0.00033085456,0.00031705023,0.00009269504,0.000044016662,0.0003058811,0.00026241253,0.00017110955],"category_scores_gemma":[0.000105331164,0.0002458498,0.00015247925,0.000314906,0.00006732034,0.00011386871,0.00003634726,0.0006588045,0.00003215817],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012389442,0.000011131627,0.0000070967376,0.000017656379,0.000029924715,0.000025933352,0.000035463236,0.99635655,0.0003635424,0.00018398381,0.0014942301,0.0014621234],"study_design_scores_gemma":[0.00045818952,0.00013695224,0.000039589697,0.00008737716,0.00003249223,0.00016540362,0.00002102982,0.98857963,0.00019902596,0.0006372077,0.009372707,0.0002704181],"about_ca_topic_score_codex":0.0026973507,"about_ca_topic_score_gemma":0.002310429,"teacher_disagreement_score":0.93131006,"about_ca_system_score_codex":0.00050216133,"about_ca_system_score_gemma":0.00038104397,"threshold_uncertainty_score":0.9999994},"labels":[],"label_agreement":null},{"id":"W2121458963","doi":"10.1139/t08-002","title":"Sand–rubber mixtures: Experiments and numerical simulations","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":92,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Natural rubber; Discrete element method; Geotechnical engineering; Stiffness; Compressibility; Particle (ecology); Filtration (mathematics); Deformation (meteorology); Finite element method; Materials science; Geology; Structural engineering; Engineering; Mechanics; Composite material; Mathematics","score_opus":0.012801808679048964,"score_gpt":0.2121927435572232,"score_spread":0.19939093487817425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2121458963","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.63023597,0.0036782739,0.35982397,0.0011127141,0.0010519924,0.00040422255,0.000056650395,0.0011326687,0.0025035043],"genre_scores_gemma":[0.9989809,0.00012574632,0.00054969173,0.00012482949,0.0001304057,0.000004775056,0.000006430882,0.000032789194,0.000044458455],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990455,0.00001688372,0.00025562683,0.00013290488,0.00016240578,0.0003866998],"domain_scores_gemma":[0.99894696,0.000044573433,0.000017382119,0.00015410729,0.000043679338,0.0007932984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007445601,0.00015307414,0.00016813992,0.00017175608,0.00026250147,0.00004141603,0.00012950966,0.00020015772,0.00014609269],"category_scores_gemma":[0.00011102205,0.00015131108,0.000056626504,0.00021702758,0.00006734295,0.00011023109,0.000014157872,0.000517966,0.000016306118],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000019962517,0.000010179957,0.0001480884,0.0000064056144,0.000019724028,0.000085291314,0.00011290818,0.99317724,0.0012661176,0.00011379788,0.0031414514,0.0019167819],"study_design_scores_gemma":[0.00058233226,0.00006930531,0.006074522,0.000045451554,0.000020901742,0.0017259325,0.000023522785,0.9212606,0.00067196076,0.00056460703,0.0684393,0.00052158633],"about_ca_topic_score_codex":0.0005456622,"about_ca_topic_score_gemma":0.000076668475,"teacher_disagreement_score":0.36874488,"about_ca_system_score_codex":0.00018690187,"about_ca_system_score_gemma":0.00008579242,"threshold_uncertainty_score":0.61702865},"labels":[],"label_agreement":null},{"id":"W2122416542","doi":"10.1139/t08-100","title":"Reply to the discussion by Greco on “Seismic active earth pressure behind a nonvertical retaining wall using pseudo-dynamic analysis”Appears in Canadian Geotechnical Journal, <b>45</b>(12): 1795–1797.","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Magnitude (astronomy); Geology; Thrust; Geotechnical engineering; Geodesy; Engineering; Physics","score_opus":0.009377862126982307,"score_gpt":0.20998903399482466,"score_spread":0.20061117186784236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2122416542","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8091087,0.0009706613,0.15897027,0.02706777,0.0011242118,0.0015410453,0.0002695452,0.0005824448,0.00036535744],"genre_scores_gemma":[0.99731565,0.00023601073,0.0003393325,0.0016054726,0.00017676418,0.000021664482,0.000027537686,0.0001246256,0.00015292082],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99513346,0.00027354332,0.001145294,0.0006195301,0.0008115905,0.0020165828],"domain_scores_gemma":[0.9951795,0.0001538044,0.00013887671,0.00078040163,0.00016426253,0.0035832017],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0015209246,0.0005829926,0.0007806616,0.0017730981,0.0009875572,0.00026264932,0.0010397866,0.0007504702,0.00014920715],"category_scores_gemma":[0.00082430145,0.00043803093,0.0004529732,0.0017123921,0.00017638164,0.0003252355,0.00007399905,0.0044857287,0.00003860748],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035998273,0.000029865314,0.00023419797,0.000009429507,0.0001950312,0.00050666055,0.00027754472,0.9919558,0.000286564,0.000013171781,0.0026272146,0.0038284909],"study_design_scores_gemma":[0.00043568687,0.00017823327,0.008451628,0.00019156343,0.00022435117,0.0013064403,0.000072625684,0.91859263,0.0000512873,0.0000845615,0.06980081,0.00061016204],"about_ca_topic_score_codex":0.1296156,"about_ca_topic_score_gemma":0.2543145,"teacher_disagreement_score":0.18820697,"about_ca_system_score_codex":0.002304794,"about_ca_system_score_gemma":0.0012188276,"threshold_uncertainty_score":0.9998071},"labels":[],"label_agreement":null},{"id":"W2122538460","doi":"10.1680/geng.2009.162.1.13","title":"Reclamation of a slurry pond in Singapore","year":2009,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Northern Ontario Academic Medicine Association","funders":"","keywords":"Slurry; Consolidation (business); Land reclamation; Geotechnical engineering; Geotextile; Engineering; Geology; Environmental engineering; Geography","score_opus":0.005018003526492289,"score_gpt":0.17927491936246978,"score_spread":0.1742569158359775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2122538460","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9607103,0.00054284936,0.03482502,0.00016478162,0.00037336527,0.0005268082,0.000012378352,0.00063655927,0.0022079393],"genre_scores_gemma":[0.9986235,0.000075245014,0.0012174709,0.000005085196,0.000028270728,0.000013215382,0.0000029199193,0.000027413898,0.0000068680024],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99823445,0.0000032354249,0.0008809363,0.00018861835,0.0003980761,0.00029471138],"domain_scores_gemma":[0.9993539,0.000053207586,0.000150021,0.00020728214,0.00016738608,0.00006824619],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040310112,0.00025993248,0.00047339353,0.0004170271,0.000023996185,0.000009020349,0.00040926167,0.0002906086,0.000004958069],"category_scores_gemma":[0.00065654167,0.00024175299,0.00017666939,0.0013238714,0.000084437976,0.0002879521,0.000045187728,0.00044862306,4.4070362e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000096875765,0.00004471569,0.000033779717,0.00045702342,0.000012714353,2.3041467e-7,0.0000995847,0.86296654,0.12151399,0.0142774815,0.0000323362,0.00055193703],"study_design_scores_gemma":[0.0005307077,0.000107052016,0.0064785248,0.0010795158,0.000034248464,0.000011365093,0.000038362723,0.8970447,0.093184255,0.0007075538,0.00046164394,0.000322033],"about_ca_topic_score_codex":0.000009013521,"about_ca_topic_score_gemma":0.0000021353858,"teacher_disagreement_score":0.03791321,"about_ca_system_score_codex":0.00013423154,"about_ca_system_score_gemma":0.000026542586,"threshold_uncertainty_score":0.9858401},"labels":[],"label_agreement":null},{"id":"W2123255307","doi":"10.1061/(asce)1090-0241(2008)134:8(1219)","title":"Discussion of “Bearing Capacity of Piled Rafts on Soft Clay Soils” by Luca de Sanctis and Alessandro Mandolini","year":2008,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Geotechnical engineering; Bearing capacity; Clay soil; Geology; Soil water; Soil science","score_opus":0.0057801082418659,"score_gpt":0.16656077837346314,"score_spread":0.16078067013159725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2123255307","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9872123,0.0006431531,0.011861677,0.000043890945,0.000074590636,0.00007815444,0.0000122163565,0.00004715957,0.00002684387],"genre_scores_gemma":[0.9980995,0.0014219665,0.00038771296,0.0000067297215,0.00003610653,0.0000029514806,0.0000023120379,0.00002946762,0.000013232482],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988133,0.000014425272,0.0005584527,0.00013258064,0.0002525577,0.00022873882],"domain_scores_gemma":[0.9994849,0.00008993619,0.000115555384,0.00012974793,0.000011442572,0.00016841387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023881854,0.00020109233,0.00043418334,0.00011582433,0.000039989944,0.000006011388,0.00010268609,0.00017937718,0.000009979583],"category_scores_gemma":[0.000069150425,0.00015695409,0.00010098963,0.00009687719,0.00011487646,0.00011725241,0.000053344058,0.00042744703,4.0595427e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004468247,0.00009085968,0.0003834467,0.00020318916,0.000045957288,0.000010557931,0.00011185821,0.9231466,0.07370589,0.000024957204,0.00006319699,0.0021688144],"study_design_scores_gemma":[0.0024646206,0.0009525825,0.07009593,0.00074052095,0.00010394362,0.0006758956,0.000063652966,0.84230566,0.08035384,0.0001266616,0.0015186087,0.00059808505],"about_ca_topic_score_codex":0.000007958507,"about_ca_topic_score_gemma":2.6937505e-7,"teacher_disagreement_score":0.08084093,"about_ca_system_score_codex":0.00006444914,"about_ca_system_score_gemma":0.000005725071,"threshold_uncertainty_score":0.6400402},"labels":[],"label_agreement":null},{"id":"W2123642467","doi":"10.1061/41016(314)104","title":"Application for the Rehabilitation of Seismically Deficient Reinforced Concrete Building 'Les Brises du Fleuve V'","year":2008,"lang":"en","type":"article","venue":"Structures Congress 2008","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Structural engineering; Shear wall; Rigidity (electromagnetism); Infill; Stiffness; Materials science; Dissipation; Retrofitting; Beam (structure); Reinforced concrete; Steel plate shear wall; Cantilever; Engineering","score_opus":0.006987083803811493,"score_gpt":0.20559482892305164,"score_spread":0.19860774511924015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2123642467","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6753586,0.00026901247,0.3231859,0.000073448304,0.00026142196,0.0005081056,0.000030567626,0.00023151394,0.00008143778],"genre_scores_gemma":[0.9974502,0.00007298423,0.0022310752,0.000013938346,0.000061155435,0.000101026104,0.000027794782,0.00002649535,0.000015368483],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99922365,0.000013467234,0.00030274506,0.0001463002,0.00014527637,0.00016858127],"domain_scores_gemma":[0.9990498,0.0004656157,0.00006473268,0.00022547625,0.00015641142,0.00003798219],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010282512,0.00013613212,0.0001692399,0.00005606655,0.00014764738,0.000010144622,0.00015572125,0.00009809468,0.000007427256],"category_scores_gemma":[0.0003354116,0.00010765825,0.000085608815,0.00015580739,0.00015250893,0.00005678993,0.000018353887,0.000105414176,5.9676404e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018374552,6.5270007e-7,0.00014791735,0.0000891905,0.00002111136,1.7438018e-7,0.00018768819,0.97028667,0.019798106,0.004792792,0.0003124264,0.0043449206],"study_design_scores_gemma":[0.00037951316,0.00007367012,0.007376269,0.000017669288,0.00002595895,0.0000121770145,0.00005067728,0.9734256,0.012361608,0.0003225151,0.005781345,0.0001729648],"about_ca_topic_score_codex":0.000043228472,"about_ca_topic_score_gemma":0.0000022149777,"teacher_disagreement_score":0.32209155,"about_ca_system_score_codex":0.00003904302,"about_ca_system_score_gemma":0.000015624748,"threshold_uncertainty_score":0.4390176},"labels":[],"label_agreement":null},{"id":"W2123797123","doi":"10.1680/gein.8.0195","title":"Measurement of Geotextile-Water Characteristic Curves Using a Controlled Outflow Capillary Pressure Cell","year":2001,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo","keywords":"Geotextile; Outflow; Geotechnical engineering; Drainage; Capillary action; Geosynthetics; Materials science; Geology; Composite material","score_opus":0.012536565881856837,"score_gpt":0.20055049191579796,"score_spread":0.18801392603394113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2123797123","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84299153,0.0046224333,0.14011425,0.0004293966,0.0029698075,0.0007804372,0.00009746285,0.00058994425,0.0074047064],"genre_scores_gemma":[0.9990587,0.0004881813,0.00016189863,0.000018934761,0.00008184875,0.000016779337,0.000023743394,0.000028816145,0.00012109401],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998806,0.000020162057,0.00036641676,0.0001376247,0.00046682524,0.00020299242],"domain_scores_gemma":[0.9994456,0.000024066756,0.00004617053,0.00018459416,0.00024744624,0.000052131447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002737562,0.00015501615,0.00025023977,0.0000948531,0.000026683665,0.000018406325,0.00019164033,0.000083063795,0.0002235802],"category_scores_gemma":[0.000121704805,0.0001331489,0.000099458965,0.00005245613,0.000026546057,0.00006044337,0.00003697245,0.00012545237,0.0000145670565],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004079306,0.00009028174,0.00012533141,0.00028364683,0.00009822463,0.00000473518,0.00009265395,0.89044356,0.10813644,0.00010488263,0.000077186036,0.0005022508],"study_design_scores_gemma":[0.00094860827,0.000021421109,0.0003901678,0.0002861673,0.00009323,0.000018263048,0.00001153344,0.9714962,0.018376146,0.00008566448,0.0080587445,0.0002138385],"about_ca_topic_score_codex":0.000016376043,"about_ca_topic_score_gemma":0.0000037893765,"teacher_disagreement_score":0.15606715,"about_ca_system_score_codex":0.000063429114,"about_ca_system_score_gemma":0.000015659565,"threshold_uncertainty_score":0.5429655},"labels":[],"label_agreement":null},{"id":"W2125685890","doi":"10.1139/t99-085","title":"Tire-reinforced earthfill. Part 2: Pull-out behaviour and reinforced slope design","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"University of Ottawa","keywords":"Scrap; Reinforcement; Geotechnical engineering; Reuse; Shear (geology); Aggregate (composite); Tying; Structural engineering; Environmental science; Engineering; Materials science; Computer science; Waste management; Composite material; Mechanical engineering","score_opus":0.011194677986461033,"score_gpt":0.18719472681572394,"score_spread":0.1760000488292629,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2125685890","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5748433,0.0035008036,0.37658745,0.0044669383,0.0038400446,0.0031786875,0.00027977207,0.0062775277,0.027025508],"genre_scores_gemma":[0.9956143,0.00062752585,0.0005368484,0.0002089629,0.0002223986,0.000020695063,0.000019779905,0.00007429949,0.002675188],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998251,0.000034892906,0.00050904445,0.00020968931,0.0002499211,0.0007454413],"domain_scores_gemma":[0.9982907,0.000054591394,0.0000335153,0.00029885324,0.00006486323,0.0012574344],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00042021525,0.0002797337,0.00028844003,0.00021625035,0.00024103858,0.00017494224,0.00026777387,0.00038697832,0.0014248732],"category_scores_gemma":[0.00012568336,0.00028379448,0.000102283186,0.0002485041,0.000081537306,0.00022165701,0.00001463645,0.000889655,0.00013656582],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007546344,0.000001776908,0.000010012488,0.000010338741,0.00001781642,0.000073687814,0.00004656296,0.960219,0.00019259915,0.00015394243,0.0041274303,0.03513926],"study_design_scores_gemma":[0.0005830857,0.00014754632,0.0010355995,0.00011874707,0.0000456704,0.00062918145,0.00002006195,0.9093281,0.0002936629,0.00007655588,0.08709715,0.0006246197],"about_ca_topic_score_codex":0.0006114316,"about_ca_topic_score_gemma":0.00037125582,"teacher_disagreement_score":0.42077103,"about_ca_system_score_codex":0.00023812114,"about_ca_system_score_gemma":0.00015632794,"threshold_uncertainty_score":0.99996144},"labels":[],"label_agreement":null},{"id":"W2126170267","doi":"10.1139/t04-014","title":"The 2002 Canadian Geotechnical Colloquium: The role of soilpile interaction in foundation engineering","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Pile; Foundation (evidence); Engineering; Geotechnical engineering; Civil engineering; Construction engineering; Forensic engineering","score_opus":0.005003353007193988,"score_gpt":0.18507770688792116,"score_spread":0.18007435388072718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2126170267","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80994546,0.010141533,0.12650084,0.025450045,0.011158285,0.00427439,0.00014871846,0.0020467804,0.010333925],"genre_scores_gemma":[0.99933934,0.00026131526,0.000100923084,0.000054975164,0.00013841662,0.00003256436,0.000005393546,0.000044895274,0.000022154676],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981897,0.00003339812,0.00061856455,0.00016185784,0.00026482265,0.0007316423],"domain_scores_gemma":[0.9987446,0.00014045325,0.00006370705,0.00035694218,0.00010543488,0.0005888597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00075384247,0.00021349083,0.00021605435,0.00040492238,0.00031067204,0.00014036181,0.00052698987,0.00030793884,0.000073405194],"category_scores_gemma":[0.00043863873,0.00016591154,0.000121655314,0.00072722335,0.00009394919,0.00018779105,0.000023179058,0.0013614197,0.000038925755],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000034988968,0.0000066244443,0.000018955125,0.000006542708,0.000014436643,0.000013040119,0.000045336677,0.9889296,0.00045737313,0.0021021366,0.000243708,0.0081587415],"study_design_scores_gemma":[0.00046828852,0.000075411415,0.004677749,0.00017064344,0.000023579209,0.00031285768,0.00022754005,0.7770193,0.00048939075,0.0020563905,0.21411023,0.00036861844],"about_ca_topic_score_codex":0.11932169,"about_ca_topic_score_gemma":0.39123258,"teacher_disagreement_score":0.27191088,"about_ca_system_score_codex":0.0018297744,"about_ca_system_score_gemma":0.00061079906,"threshold_uncertainty_score":0.8865428},"labels":[],"label_agreement":null},{"id":"W2127463805","doi":"10.1139/t09-086","title":"Consolidation theory for a composite foundation considering radial and vertical flows within the column and the variation of soil permeability within the disturbed soil zone","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":80,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Consolidation (business); Geotechnical engineering; Permeability (electromagnetism); Parametric statistics; Geology; Hydrogeology; Effective stress; Pore water pressure; Mechanics; Mathematics; Physics","score_opus":0.006216640281378175,"score_gpt":0.192903944162932,"score_spread":0.18668730388155383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2127463805","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85262394,0.00010070482,0.1437712,0.0023467517,0.0004871088,0.0005635683,0.000013257758,0.000061729166,0.00003172009],"genre_scores_gemma":[0.99929416,0.00001853252,0.00035175734,0.00011193037,0.00014259444,0.0000466995,0.000008166357,0.000021794674,0.000004389911],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99878085,0.00016036195,0.0004906681,0.00015431346,0.00018020152,0.00023362073],"domain_scores_gemma":[0.99825156,0.0010561747,0.00008305726,0.00026612784,0.00013451852,0.00020853653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002642201,0.00015426855,0.00022372529,0.000059850867,0.0005299686,0.00018778817,0.00019097922,0.00019185554,0.000009892998],"category_scores_gemma":[0.001628281,0.000092642214,0.000070677,0.00014577528,0.0006296781,0.00011745559,0.000028461074,0.0008395448,6.249344e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018508935,0.000018278277,0.00012605461,0.0000707502,0.0001028148,0.0000018926611,0.0017191867,0.9086367,0.010968377,0.07361744,0.000046504763,0.004506905],"study_design_scores_gemma":[0.0010127594,0.000038962844,0.008052472,0.000027594999,0.00009834673,0.00015833079,0.00013905739,0.9762476,0.0002700395,0.013544453,0.00027506874,0.00013530007],"about_ca_topic_score_codex":0.0015885442,"about_ca_topic_score_gemma":0.016419927,"teacher_disagreement_score":0.14667018,"about_ca_system_score_codex":0.00009023617,"about_ca_system_score_gemma":0.00017901647,"threshold_uncertainty_score":0.9162705},"labels":[],"label_agreement":null},{"id":"W2129014915","doi":"10.1139/t10-086","title":"Finite element modelling of pullout testing on a soil nail in a pullout box under different overburden and grouting pressures","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Hong Kong Government; Universidade de Macau","keywords":"Soil nailing; Geotechnical engineering; Overburden; Finite element method; Stress (linguistics); Engineering; Geology; Structural engineering; Retaining wall","score_opus":0.03684129696024207,"score_gpt":0.19271588549335847,"score_spread":0.1558745885331164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2129014915","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8019425,0.00048511595,0.1960617,0.00014469965,0.00014274313,0.00021570432,0.000012551774,0.00016152565,0.0008334026],"genre_scores_gemma":[0.99915767,0.00006308314,0.0006254512,0.00003765032,0.000050053866,0.000010285058,0.000002179205,0.000039474922,0.000014178818],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99855703,0.000032293312,0.00048111213,0.0001925831,0.00021845417,0.000518522],"domain_scores_gemma":[0.9991638,0.00012749273,0.00006772026,0.00017710726,0.000055272336,0.0004086176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003460013,0.00021707588,0.00028875394,0.00032709682,0.00008218926,0.000040099196,0.00018691161,0.00020067893,0.000025475276],"category_scores_gemma":[0.00016326614,0.00020868517,0.00006317172,0.00022308677,0.000043960612,0.000076869626,0.00003106734,0.0007533184,0.000001565205],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000065440363,0.000013812741,0.00040823003,0.000044832806,0.000018037576,0.00002419759,0.00017720036,0.9954637,0.00023514983,0.000293029,0.000023991286,0.0032912637],"study_design_scores_gemma":[0.000324755,0.00009765357,0.0052098385,0.0002749283,0.000018864677,0.00002643852,0.00007637929,0.9925158,0.00021914447,0.0008639072,0.00013515906,0.00023712411],"about_ca_topic_score_codex":0.0053653205,"about_ca_topic_score_gemma":0.0033420771,"teacher_disagreement_score":0.19721508,"about_ca_system_score_codex":0.00023831303,"about_ca_system_score_gemma":0.00005805822,"threshold_uncertainty_score":0.8509934},"labels":[],"label_agreement":null},{"id":"W2129329274","doi":"10.1139/t05-006","title":"A novel approach to estimating the bearing capacity stability of geosynthetic reinforced retaining walls constructed on yielding foundations","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Stiffening; Geotechnical engineering; Reinforcement; Stiffness; Bearing capacity; Foundation (evidence); Geosynthetics; Structural engineering; Stratum; Parametric statistics; Retaining wall; Bearing (navigation); Geology; Engineering; Materials science; Computer science; Mathematics","score_opus":0.02842382150723701,"score_gpt":0.21349051942187214,"score_spread":0.18506669791463512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2129329274","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3719442,0.000014851049,0.62501174,0.0004891833,0.00016523113,0.0002773553,0.000017326176,0.0002019163,0.0018782082],"genre_scores_gemma":[0.97546804,0.0000022417564,0.024254302,0.00009151016,0.00012839628,0.000015664136,0.0000040335135,0.0000311618,0.0000046738924],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984008,0.000030890147,0.000591267,0.00019070161,0.00028343522,0.0005028829],"domain_scores_gemma":[0.9986845,0.00022264272,0.00007634212,0.000382782,0.00013473106,0.00049898616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000868209,0.00019441864,0.00025719183,0.00023517429,0.00032239535,0.00009572694,0.00037605793,0.00018501574,0.000042785818],"category_scores_gemma":[0.0014762083,0.00016818414,0.00011103928,0.0004759339,0.00010387807,0.00012576545,0.000031915995,0.00096966984,0.000006100901],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002586809,0.000007547446,0.0000103344255,0.00002038517,0.000017606773,5.490771e-7,0.00022712299,0.9863459,0.0035204992,0.0020155243,0.000025930512,0.007806048],"study_design_scores_gemma":[0.00015797434,0.00003505411,0.0004895926,0.00012494228,0.000018878518,0.000118588774,0.00010077266,0.99716103,0.0008292785,0.00008711786,0.0006825063,0.00019426543],"about_ca_topic_score_codex":0.0013223152,"about_ca_topic_score_gemma":0.00048022225,"teacher_disagreement_score":0.60352385,"about_ca_system_score_codex":0.0005839471,"about_ca_system_score_gemma":0.00014913907,"threshold_uncertainty_score":0.685835},"labels":[],"label_agreement":null},{"id":"W2130074592","doi":"10.1680/gein.2009.16.5.393","title":"Effect of polypropylene tape fibre reinforcement on swelling behaviour of an expansive soil","year":2009,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"Indian Institute of Technology Bombay","keywords":"Expansive clay; Geosynthetics; Swell; Geotechnical engineering; Materials science; Digital image analysis; Displacement (psychology); Composite material; Reinforcement; Swelling; Geology; Soil water; Soil science","score_opus":0.004115603141471564,"score_gpt":0.224555230846041,"score_spread":0.22043962770456946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2130074592","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9799391,0.000027136373,0.017994806,0.00004413169,0.0003057051,0.00010147737,0.000020493217,0.0001100137,0.0014571276],"genre_scores_gemma":[0.99954045,0.000027974827,0.00028431637,0.000008096647,0.000045540797,0.0000048100037,0.0000420951,0.0000142896315,0.0000324246],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99921685,0.000013945572,0.00027017912,0.00010673241,0.0002753916,0.00011687012],"domain_scores_gemma":[0.99960357,0.000047452042,0.000050419574,0.00018026339,0.00007628493,0.000041983592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015106518,0.00011862244,0.00015002055,0.00010728009,0.0000140005595,0.000007670305,0.00016641308,0.00007625177,0.000044803422],"category_scores_gemma":[0.000065563865,0.000113684604,0.00006538989,0.00006580457,0.000019095045,0.000050604292,0.000011756731,0.00010783944,0.000003859152],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031055733,0.000034546778,0.000019856483,0.00002987238,0.000012412716,0.0000011090241,0.0000856897,0.9659309,0.0144882975,0.0009328992,0.000007445327,0.018425953],"study_design_scores_gemma":[0.0002938352,0.0007884855,0.0005523653,0.00011434049,0.00001779392,0.0000026280456,0.000013637169,0.607482,0.3903712,0.00013887433,0.00010675174,0.00011806756],"about_ca_topic_score_codex":0.000009599801,"about_ca_topic_score_gemma":0.0000011682615,"teacher_disagreement_score":0.3758829,"about_ca_system_score_codex":0.000041476655,"about_ca_system_score_gemma":0.0000059345116,"threshold_uncertainty_score":0.46359235},"labels":[],"label_agreement":null},{"id":"W2130075169","doi":"10.1680/gein.9.0228","title":"Observed Long-Term Performance of Geosynthetic Walls and Implications for Design","year":2002,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":76,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; U.S. Department of Transportation","keywords":"Creep; Reinforcement; Geosynthetics; Geotechnical engineering; Stress relaxation; Structural engineering; Deformation (meteorology); Term (time); Stress (linguistics); Mechanically stabilized earth; Relaxation (psychology); Scale (ratio); Materials science; Forensic engineering; Engineering; Composite material","score_opus":0.044875285801582204,"score_gpt":0.22683159746829432,"score_spread":0.1819563116667121,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2130075169","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7196305,0.000288616,0.27823478,0.00030056242,0.00031602828,0.00026918406,0.000065060995,0.00020236643,0.0006929003],"genre_scores_gemma":[0.99611425,0.00052311976,0.003108616,0.000007230301,0.000031267336,0.00005403787,0.000016148582,0.000022907912,0.0001224016],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942833,0.0000061385103,0.00021922658,0.00011992759,0.00008939461,0.00013696864],"domain_scores_gemma":[0.9995684,0.00010852146,0.000031093463,0.00015687435,0.00009258976,0.000042523254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010158046,0.000101071295,0.00010825029,0.00007103085,0.000034208828,0.000017485676,0.00015856416,0.000067543406,0.00006503841],"category_scores_gemma":[0.00007865971,0.00010659573,0.00004054803,0.000060211285,0.000040133422,0.00006281395,0.000021857357,0.00006289955,0.000006729799],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014031952,0.00013158498,0.0037230973,0.00025612485,0.0000821755,3.1462054e-7,0.000208772,0.88146,0.013015497,0.004670901,0.00024725494,0.09619024],"study_design_scores_gemma":[0.00022322046,0.00005532624,0.03129125,0.00005327682,0.000019153827,0.000010074302,0.0000024677302,0.96386606,0.0033372259,0.00035311162,0.0006413995,0.0001474305],"about_ca_topic_score_codex":6.1016976e-7,"about_ca_topic_score_gemma":0.0000011547262,"teacher_disagreement_score":0.27648377,"about_ca_system_score_codex":0.000030674968,"about_ca_system_score_gemma":0.0000029077469,"threshold_uncertainty_score":0.43468478},"labels":[],"label_agreement":null},{"id":"W2130197514","doi":"10.1139/t01-012","title":"Influence of placement method on the cone penetration resistance of hydraulically placed sand fills","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Subaerial; Geotechnical engineering; Geology; Cone penetration test; Penetration test; Geotechnics; Subgrade","score_opus":0.008524236415375851,"score_gpt":0.21367800851320737,"score_spread":0.2051537720978315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2130197514","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85466486,0.00028257628,0.13982537,0.0016807638,0.00010661034,0.00035581394,0.000029970874,0.00011034195,0.002943655],"genre_scores_gemma":[0.99897087,0.00012737482,0.00067893555,0.00011080968,0.000031410695,0.000008228682,0.0000027673111,0.000017487724,0.0000521394],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988196,0.000056501496,0.00047208104,0.00011050347,0.0002736196,0.0002676883],"domain_scores_gemma":[0.9990238,0.00025898576,0.000085744236,0.00025577925,0.00012341731,0.0002522868],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006320251,0.00013001604,0.0002085069,0.0001401083,0.000074389274,0.000019016696,0.00026186262,0.00015649151,0.00008286659],"category_scores_gemma":[0.00048427284,0.000103746745,0.000070139526,0.00034300744,0.00006418951,0.000058878635,0.000009874324,0.000459224,0.0000037861944],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018923354,0.000009228158,0.000016858081,0.000017527409,0.000016736181,0.000007318361,0.000027136433,0.9879254,0.009593873,0.0010533559,0.00076055207,0.000553092],"study_design_scores_gemma":[0.0018483025,0.00066618103,0.03365835,0.0011269631,0.00010885139,0.00026072492,0.00012509225,0.8617116,0.034767672,0.0037817468,0.0609642,0.0009802962],"about_ca_topic_score_codex":0.00038736913,"about_ca_topic_score_gemma":0.001173523,"teacher_disagreement_score":0.14430596,"about_ca_system_score_codex":0.00017836632,"about_ca_system_score_gemma":0.00011407737,"threshold_uncertainty_score":0.42306694},"labels":[],"label_agreement":null},{"id":"W2130692405","doi":"10.1139/t99-123","title":"Determination of passive earth pressure coefficients by the method of triangular slices","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":47,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Function (biology); Limit (mathematics); Series (stratigraphy); Mathematics; Moment (physics); Geology; Mathematical analysis; Mechanics; Geometry; Geotechnical engineering; Classical mechanics; Physics","score_opus":0.005531505407008503,"score_gpt":0.21209809517502817,"score_spread":0.20656658976801967,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2130692405","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07045173,0.0019935574,0.9246648,0.0005614553,0.00029688654,0.0004610846,0.00017722385,0.00016321601,0.0012300472],"genre_scores_gemma":[0.99820375,0.000098545235,0.0014416,0.000027365191,0.000037750924,0.00000550222,0.000006206004,0.000019967849,0.00015928797],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990264,0.000059926162,0.00036570415,0.000091244336,0.00021994121,0.00023678632],"domain_scores_gemma":[0.99935126,0.000091037204,0.000060367678,0.00019608626,0.00008750959,0.00021372695],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036771852,0.00010844992,0.00019540337,0.00010417522,0.00007023494,0.00002035056,0.00027967163,0.00017054519,0.00026019636],"category_scores_gemma":[0.00013293004,0.00008538208,0.00009267648,0.00028929103,0.000058568257,0.00006393002,0.0000063897655,0.00035471533,0.0000029936764],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004221933,0.000010655118,0.0000039868846,0.000024143445,0.000020138172,0.0000028392885,0.000056705714,0.81578225,0.0017214493,0.00006699255,0.0006504831,0.18165614],"study_design_scores_gemma":[0.00037918185,0.000087170134,0.000622152,0.000073058836,0.00006822327,0.00009266033,0.000030903324,0.88169724,0.0051019895,0.00018715103,0.11149501,0.00016528733],"about_ca_topic_score_codex":0.0009919866,"about_ca_topic_score_gemma":0.0002692908,"teacher_disagreement_score":0.9277521,"about_ca_system_score_codex":0.00003983029,"about_ca_system_score_gemma":0.00006286501,"threshold_uncertainty_score":0.34817803},"labels":[],"label_agreement":null},{"id":"W2133437011","doi":"10.1139/t06-030","title":"Effect of filter–separators on the clogging of leachate collection systems","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Clogging; Geotextile; Leachate; Geotechnical engineering; Drainage; Hydraulic conductivity; Separator (oil production); Environmental science; Filter (signal processing); Geology; Engineering; Waste management; Soil science; Soil water","score_opus":0.0043414083275438095,"score_gpt":0.17874317934598474,"score_spread":0.17440177101844093,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2133437011","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98183763,0.00047548398,0.014616581,0.00018042605,0.0007637061,0.00034368338,0.000019295145,0.00016856,0.0015946202],"genre_scores_gemma":[0.99980223,0.00002309167,0.000009323504,0.0000070509022,0.000087988854,0.0000103422235,0.0000027819474,0.000022178205,0.000035031026],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990153,0.00008087215,0.00037816446,0.000082277526,0.00018481893,0.0002586072],"domain_scores_gemma":[0.9993548,0.00020701998,0.00006778,0.000179318,0.000052442876,0.00013865509],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006719868,0.00012999364,0.00023017798,0.00022034178,0.000094174655,0.000024098934,0.00017423261,0.00015878268,0.000017764747],"category_scores_gemma":[0.00014062639,0.00009479728,0.00010343976,0.0003570128,0.000050642633,0.000036436137,0.0000065478234,0.0004245289,0.000003904738],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000062777126,0.0000041481794,0.000051172352,0.00004915883,0.000012911572,0.0000046994815,0.00000664752,0.99295104,0.0033927597,0.00080623716,0.0021807887,0.0005341734],"study_design_scores_gemma":[0.00042932865,0.00055899465,0.0017332314,0.00035871862,0.000049195358,0.0001660286,0.000019858864,0.97368145,0.016606385,0.00023406994,0.0058961073,0.00026664478],"about_ca_topic_score_codex":0.0046861307,"about_ca_topic_score_gemma":0.00046973437,"teacher_disagreement_score":0.01926959,"about_ca_system_score_codex":0.00022583512,"about_ca_system_score_gemma":0.00005225388,"threshold_uncertainty_score":0.7084059},"labels":[],"label_agreement":null},{"id":"W2133740654","doi":"10.1007/s10706-013-9630-x","title":"An Extension of Marston’s Solution for the Stresses in Backfilled Trenches with Inclined Walls","year":2013,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Sciences and Engineering Research Council of Canada; École de Technologie Supérieure; Université du Québec en Abitibi-Témiscamingue; Polytechnique Montréal","funders":"","keywords":"Hydrogeology; Stress (linguistics); Geotechnical engineering; Structural engineering; Geology; Stress relief; Electrical conduit; Engineering; Mechanical engineering; Materials science","score_opus":0.008680381039168582,"score_gpt":0.19087698807760017,"score_spread":0.1821966070384316,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2133740654","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78572685,0.00047405838,0.21255952,0.00025336453,0.000047473495,0.00051163154,0.000004618428,0.00040364946,0.000018825524],"genre_scores_gemma":[0.9962769,0.00016576827,0.0032798334,0.0000122755355,0.000027912485,0.0001992702,0.000011898304,0.000019548623,0.000006569418],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990425,0.000011259811,0.0003143861,0.00021839156,0.000114698094,0.00029875056],"domain_scores_gemma":[0.99925524,0.00035186522,0.000025315763,0.00023010265,0.00005486112,0.000082617866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001767338,0.00018770322,0.00027611398,0.000077283505,0.000038365055,0.000018984658,0.00015032616,0.00021146021,0.000023383562],"category_scores_gemma":[0.0001754326,0.000116007985,0.000042477128,0.000231203,0.000073883144,0.00012002898,0.000039840193,0.00023601501,0.0000012373143],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014516724,0.000035565277,0.000075491625,0.00007987372,0.000009382846,7.75898e-7,0.000019531439,0.979957,0.009450239,0.00046205017,0.000012954229,0.009882619],"study_design_scores_gemma":[0.0003722853,0.00022800577,0.047950312,0.000056238267,0.000013022789,0.000005179279,0.000015732427,0.9501712,0.0005055672,0.00029385372,0.00021793006,0.00017068746],"about_ca_topic_score_codex":0.000070434864,"about_ca_topic_score_gemma":0.000017264732,"teacher_disagreement_score":0.21055005,"about_ca_system_score_codex":0.000021580408,"about_ca_system_score_gemma":0.000004998031,"threshold_uncertainty_score":0.4730668},"labels":[],"label_agreement":null},{"id":"W2138868428","doi":"10.1002/pen.23999","title":"Nonlinear load–strain modeling of polypropylene geogrids during constant rate‐of‐strain loading","year":2014,"lang":"en","type":"article","venue":"Polymer Engineering and Science","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Strain rate; Constant (computer programming); Monotonic function; Materials science; Component (thermodynamics); Reinforcement; Nonlinear system; Ultimate tensile strength; Strain (injury); Structural engineering; Polypropylene; Composite material; Mathematics; Mathematical analysis; Computer science; Thermodynamics; Engineering; Physics","score_opus":0.006190950784145199,"score_gpt":0.18967320524023615,"score_spread":0.18348225445609095,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2138868428","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89687246,0.0007780425,0.101491764,0.000016262977,0.00019982914,0.00006936184,0.000023609862,0.00027111496,0.0002775699],"genre_scores_gemma":[0.9980954,0.000057385674,0.0017559637,0.0000031290813,0.00004406651,0.0000046229225,0.0000020793873,0.00002814094,0.000009225909],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99867934,0.000009118578,0.0003907817,0.00025090337,0.0002664645,0.00040336454],"domain_scores_gemma":[0.9994234,0.000058361664,0.000036556983,0.00024237737,0.000079165584,0.00016013636],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00067807746,0.00019817275,0.00029085058,0.0002322067,0.0000664543,0.000028386828,0.00021370895,0.000077841025,0.0000047625745],"category_scores_gemma":[0.0002084756,0.00020087426,0.0000491141,0.0005685271,0.0001700421,0.00016634248,0.000051272385,0.0001719756,8.5675856e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000015671395,0.0000054954617,0.000028947947,0.00013935499,0.0000049218384,3.7495792e-7,0.00009973581,0.55462736,0.44349992,0.0007372205,1.08286514e-7,0.0008549902],"study_design_scores_gemma":[0.00018496242,0.000027347913,0.00027326646,0.00012022022,0.000009200128,0.0000080132495,0.000029134304,0.8577239,0.14140166,0.000024471354,0.000010438366,0.00018740135],"about_ca_topic_score_codex":0.00003706516,"about_ca_topic_score_gemma":0.0000010420976,"teacher_disagreement_score":0.30309653,"about_ca_system_score_codex":0.00004686359,"about_ca_system_score_gemma":0.000043081494,"threshold_uncertainty_score":0.81914145},"labels":[],"label_agreement":null},{"id":"W2140677389","doi":"10.1016/j.wasman.2005.04.011","title":"Predicting the compressibility behaviour of tire shred samples for landfill applications","year":2005,"lang":"en","type":"article","venue":"Waste Management","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Leachate; Compressibility; Hydraulic conductivity; Geotechnical engineering; Drainage; Bioreactor landfill; Municipal solid waste; Environmental science; Engineering; Waste management; Soil science; Soil water","score_opus":0.01231630044044302,"score_gpt":0.2180853392552444,"score_spread":0.20576903881480138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2140677389","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2683384,0.00034211014,0.72390896,0.00023915684,0.00012862292,0.001952648,0.00009146829,0.0006492511,0.0043493975],"genre_scores_gemma":[0.9969274,0.000017495413,0.0025630642,0.000007170724,0.000054401302,0.00030455142,0.00002554305,0.00001300981,0.00008739733],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995269,0.000005427508,0.00017778837,0.00009600239,0.00008402459,0.00010985378],"domain_scores_gemma":[0.9996489,0.000038783797,0.000021712236,0.00024996794,0.000020553796,0.000020038267],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013362744,0.00006812439,0.00007971599,0.000024722869,0.00004782017,0.000010203324,0.00013089525,0.000026371587,0.000005597548],"category_scores_gemma":[0.0000064375035,0.0000543066,0.000040185438,0.00008461066,0.00001555258,0.00002637534,0.000034907895,0.00004421703,0.0000016246036],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000020681205,0.000026659554,0.0005286673,0.00022349681,0.000023618535,3.286595e-8,0.00008884762,0.9518609,0.000078631114,0.0021485866,0.00022608873,0.04479241],"study_design_scores_gemma":[0.00026055524,0.000013703235,0.0063434606,0.000027971813,0.00005264583,2.2310984e-7,0.00026655072,0.9745757,0.00049333146,0.0001739591,0.017696166,0.00009573578],"about_ca_topic_score_codex":0.0000071931345,"about_ca_topic_score_gemma":0.000012234765,"teacher_disagreement_score":0.72858894,"about_ca_system_score_codex":0.000026149492,"about_ca_system_score_gemma":0.000001168811,"threshold_uncertainty_score":0.22145589},"labels":[],"label_agreement":null},{"id":"W2141017413","doi":"10.1139/t10-104","title":"Predicting the long-term performance of a geogrid-reinforced embankment on soft soil using two-dimensional finite element analysis","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Oedometer test; Consolidation (business); Pore water pressure; Levee; Finite element method; Creep; Geology; Geogrid; Plane stress; Settlement (finance); Geotextile; Lateral earth pressure; Structural engineering; Engineering; Soil water; Materials science; Soil science; Reinforcement","score_opus":0.015057681611835459,"score_gpt":0.2044996221798006,"score_spread":0.18944194056796515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2141017413","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96313685,0.000087979686,0.036073897,0.00004373945,0.0002233768,0.00015467248,0.000016178286,0.00010928341,0.00015404141],"genre_scores_gemma":[0.9995143,0.000032829143,0.00020915571,0.00008657425,0.00009211614,0.000008698557,0.000010959451,0.000029329285,0.000016080354],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99827206,0.00003111884,0.00060565927,0.00016811048,0.00038823395,0.00053483195],"domain_scores_gemma":[0.99892575,0.00007676862,0.000113496164,0.00034256582,0.00011300129,0.0004283983],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000550926,0.00022091025,0.00028621565,0.00043849787,0.00024439488,0.000036721034,0.0003428807,0.00014415389,0.00020516146],"category_scores_gemma":[0.00008489492,0.00017589214,0.00022568603,0.0006503979,0.000073696356,0.000100219695,0.000037135207,0.0006829016,0.0000063416305],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013508364,0.000010928754,0.0021698622,0.000021680105,0.00020822663,0.000015083804,0.0000760287,0.9951889,0.00023775917,0.000035854686,0.000015262354,0.002006921],"study_design_scores_gemma":[0.00024959652,0.00014125161,0.016182724,0.00010567899,0.00022650635,0.000044370612,0.000010692524,0.9818412,0.00096467097,0.00001163956,0.000029700004,0.00019196904],"about_ca_topic_score_codex":0.0019607695,"about_ca_topic_score_gemma":0.0011347948,"teacher_disagreement_score":0.036377426,"about_ca_system_score_codex":0.00036675922,"about_ca_system_score_gemma":0.00015460508,"threshold_uncertainty_score":0.71726733},"labels":[],"label_agreement":null},{"id":"W2141578146","doi":"10.1139/t10-025","title":"Pseudo-static lateral earth pressures on broken-back retaining walls","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Lateral earth pressure; Geology; Retaining wall; Earthquake shaking table; Geotechnical engineering; Wedge (geometry); Displacement (psychology); Structural engineering; Vertical displacement; Geometry; Engineering; Mathematics","score_opus":0.007172132654747577,"score_gpt":0.1915800495424785,"score_spread":0.18440791688773092,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2141578146","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9698029,0.00016343918,0.013808135,0.0020227924,0.0024441506,0.00045027924,0.000056684847,0.0010901222,0.010161478],"genre_scores_gemma":[0.99827915,0.00003634938,0.0007799499,0.00026271626,0.00029021525,0.0000073249216,0.000008659043,0.00006515788,0.00027045215],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984175,0.000028368788,0.0003913508,0.00020204988,0.00026655436,0.0006941766],"domain_scores_gemma":[0.99848986,0.00008644279,0.000038966384,0.00034227435,0.000072689785,0.0009697467],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035106216,0.00024348267,0.0002469856,0.0002720817,0.00016953588,0.0001691798,0.00035953254,0.00036170208,0.0005241892],"category_scores_gemma":[0.00026946966,0.00023453125,0.00011810057,0.00023708575,0.00006615643,0.00013366523,0.000017210063,0.001980046,0.00019060737],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000059674676,0.00001210674,0.000077680736,0.000027781327,0.00003063843,0.00009383074,0.000054222277,0.9832786,0.0034553928,0.000949975,0.0037521522,0.00826167],"study_design_scores_gemma":[0.00060781464,0.00018235229,0.0062609576,0.00015392856,0.000033894983,0.00050749374,0.000013836597,0.8078824,0.0008557956,0.0012938129,0.1815078,0.0006998969],"about_ca_topic_score_codex":0.0008374138,"about_ca_topic_score_gemma":0.0027646604,"teacher_disagreement_score":0.17775565,"about_ca_system_score_codex":0.00010411827,"about_ca_system_score_gemma":0.00013300139,"threshold_uncertainty_score":0.9563907},"labels":[],"label_agreement":null},{"id":"W2141581573","doi":"10.1139/t09-145","title":"Design load of rigid footings on sand","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Pontificia Universidad Católica de Chile; Universidad de Chile","keywords":"Geotechnical engineering; Embedment; Penetration test; Settlement (finance); Lateral earth pressure; Finite element method; Shear strength (soil); Engineering; Pore water pressure; Geology; Structural engineering; Soil water","score_opus":0.008282201758514034,"score_gpt":0.18657663582906822,"score_spread":0.17829443407055418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2141581573","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47571638,0.00035242122,0.5087334,0.0012454683,0.0029142515,0.00056606374,0.00003066987,0.0010076015,0.009433745],"genre_scores_gemma":[0.9983325,0.000024762445,0.0013934424,0.000058474438,0.00012624056,0.0000039175325,9.764775e-7,0.000033162283,0.000026531574],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989418,0.000015490632,0.00031405938,0.00011385701,0.00023640937,0.000378422],"domain_scores_gemma":[0.99896926,0.0000850716,0.000037163816,0.0002294793,0.00010295689,0.0005760995],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047556928,0.00014604234,0.0001865743,0.00019140825,0.000080527505,0.000037228296,0.0002596399,0.00027573545,0.00014124006],"category_scores_gemma":[0.0003641242,0.00013995644,0.00008033362,0.00022955818,0.000059433514,0.000059022455,0.000008455878,0.0011309555,0.00002400774],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000051920742,0.000010412588,0.000011949976,0.0000138744945,0.000013522963,0.000022825212,0.000025500558,0.972138,0.0153244175,0.0006205856,0.0021356791,0.009678054],"study_design_scores_gemma":[0.0010476111,0.00045825317,0.003123939,0.000213775,0.000049883594,0.0006427975,0.00001910619,0.8793386,0.017740138,0.004337901,0.09213558,0.00089238776],"about_ca_topic_score_codex":0.0006788314,"about_ca_topic_score_gemma":0.0006523817,"teacher_disagreement_score":0.52261615,"about_ca_system_score_codex":0.00017807554,"about_ca_system_score_gemma":0.0002255838,"threshold_uncertainty_score":0.5707258},"labels":[],"label_agreement":null},{"id":"W2142567243","doi":"10.1139/t11-087","title":"Active pressure on gravity walls supporting purely frictional soils","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Lateral earth pressure; Friction angle; Retaining wall; Geology; Shear (geology); Plasticity; Soil mechanics; Soil water; Finite element method; Shear strength (soil); Materials science; Engineering; Composite material; Structural engineering; Soil science","score_opus":0.013910016281923147,"score_gpt":0.19993316912991213,"score_spread":0.18602315284798898,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2142567243","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5840597,0.0015158106,0.28747046,0.0032854716,0.00897975,0.0023497876,0.00074131694,0.006544103,0.105053596],"genre_scores_gemma":[0.9991517,0.00003398426,0.0003257625,0.00011895462,0.00020162723,0.000013520495,0.0000097572465,0.000047797366,0.000096890784],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984481,0.00003085759,0.00038434914,0.00020430422,0.0002782572,0.00065417844],"domain_scores_gemma":[0.99867195,0.000044259774,0.000058527297,0.00023513638,0.00010026015,0.0008898487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003213019,0.00022436588,0.00021992993,0.00026641577,0.0002156976,0.0000535932,0.00030605917,0.00034546346,0.00048085992],"category_scores_gemma":[0.00022449806,0.00022225037,0.00014193742,0.0002627866,0.000039117167,0.00016217775,0.000017462135,0.0012555083,0.00006841042],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024640258,0.00005652089,0.00009466517,0.00003500514,0.00013210914,0.00017026489,0.00024692318,0.96401685,0.0004661651,0.0070036636,0.0056401794,0.022112992],"study_design_scores_gemma":[0.0014819627,0.0007434899,0.083504975,0.00036406453,0.0002554416,0.0013949423,0.00021466405,0.66042364,0.003784449,0.02011712,0.22545104,0.0022642273],"about_ca_topic_score_codex":0.0017069741,"about_ca_topic_score_gemma":0.0008872476,"teacher_disagreement_score":0.415092,"about_ca_system_score_codex":0.00030836905,"about_ca_system_score_gemma":0.00016490369,"threshold_uncertainty_score":0.9063107},"labels":[],"label_agreement":null},{"id":"W2143166604","doi":"10.1680/gein.2005.12.1.50","title":"Geosynthetic-reinforced embankments over soft foundations","year":2005,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":125,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geotechnical engineering; Geosynthetics; Levee; Consolidation (business); Reinforcement; Geogrid; Foundation (evidence); Geology; Creep; Soil stabilization; Engineering; Soil water; Structural engineering; Materials science; Soil science; Geography","score_opus":0.007109425341358833,"score_gpt":0.2246430134264169,"score_spread":0.21753358808505807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2143166604","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.374916,0.00014745006,0.5069543,0.0017120655,0.0044363025,0.0004699583,0.00015975296,0.0028747134,0.10832947],"genre_scores_gemma":[0.9967728,0.000044186447,0.0012811482,0.00007339005,0.00025012635,0.000027954538,0.000077345154,0.00003936481,0.0014336637],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989765,0.0000069923935,0.0002911281,0.0001605532,0.0003223237,0.00024249007],"domain_scores_gemma":[0.99952674,0.00004551583,0.000028770111,0.00023955796,0.00007735363,0.00008206953],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00010699356,0.00016287153,0.000110515735,0.0001310635,0.00006436827,0.00007377321,0.00027668677,0.00010244951,0.0013598514],"category_scores_gemma":[0.00010825033,0.00017712956,0.00008151067,0.0001038033,0.000037227954,0.0001792647,0.000047432124,0.00016525672,0.00038782827],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000026464108,0.000019790481,0.000026677917,0.0000072904054,0.0000315725,6.728589e-7,0.000079324374,0.97225696,0.0012372112,0.009709212,0.00067200215,0.015956635],"study_design_scores_gemma":[0.00019547911,0.0000076268834,0.00041847647,0.000016631786,0.00001008157,0.000006791988,0.000009688607,0.814218,0.00093513954,0.0003084963,0.18369234,0.00018126401],"about_ca_topic_score_codex":0.0000063826433,"about_ca_topic_score_gemma":0.000011697035,"teacher_disagreement_score":0.6218568,"about_ca_system_score_codex":0.00015617574,"about_ca_system_score_gemma":0.000012035587,"threshold_uncertainty_score":0.999553},"labels":[],"label_agreement":null},{"id":"W2144054830","doi":"10.1016/j.ijsolstr.2005.06.004","title":"A numerical investigation into the behavior of ground-supported concrete silos filled with saturated solids","year":2005,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Silo; Information silo; Finite element method; Stiffness; Geotechnical engineering; Rotational symmetry; Granular material; Structural engineering; Boundary value problem; Pore water pressure; Foundation (evidence); Materials science; Roof; Material properties; Engineering; Mechanics; Composite material; Mechanical engineering; Mathematics","score_opus":0.006633873013278026,"score_gpt":0.22389779710394117,"score_spread":0.21726392409066314,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2144054830","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959352,0.00021908135,0.0031833025,0.00031593404,0.00018740684,0.000073656105,0.0000045489924,0.000028083727,0.000052773095],"genre_scores_gemma":[0.99823177,0.00006115639,0.0014443402,0.00005586722,0.00017338016,0.0000045876372,0.000008456455,0.000012587837,0.000007851972],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99917656,0.000016818623,0.0003525158,0.00006367145,0.0003045653,0.00008586178],"domain_scores_gemma":[0.9993931,0.000047596564,0.00012251908,0.00006444469,0.0003120154,0.00006031206],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000967534,0.00010709021,0.00016522231,0.00008577134,0.000030093046,0.000040723782,0.0001620665,0.0000665458,0.000025969544],"category_scores_gemma":[0.000054799322,0.00006645741,0.000041229145,0.000107011496,0.0000856953,0.00014160764,0.000012364088,0.00020824984,2.6895594e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002236172,0.000017127377,0.0033080317,0.000059620772,0.00053279975,0.00003569219,0.0039866073,0.8687184,0.08256303,0.0035983878,0.00030312056,0.036653597],"study_design_scores_gemma":[0.005361574,0.0010630963,0.22363774,0.0004117444,0.00041229228,0.0017058884,0.00092194334,0.679264,0.076055065,0.0045220354,0.005692387,0.00095223775],"about_ca_topic_score_codex":0.000041526986,"about_ca_topic_score_gemma":0.000006284019,"teacher_disagreement_score":0.2203297,"about_ca_system_score_codex":0.000036608515,"about_ca_system_score_gemma":0.000028029011,"threshold_uncertainty_score":0.27100545},"labels":[],"label_agreement":null},{"id":"W2145263023","doi":"10.1155/2009/143750","title":"Use of Factory-Waste Shingles and Cement Kiln Dust to Enhance the Performance of Soil Used in Road Works","year":2009,"lang":"en","type":"article","venue":"Advances in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Compressive strength; Ultimate tensile strength; Shingles; Cement; Materials science; Portland cement; Cement kiln; Environmental science; Composite material; Lime; Geotechnical engineering; Metallurgy; Engineering; Medicine","score_opus":0.008232240048929418,"score_gpt":0.21653731638966772,"score_spread":0.2083050763407383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2145263023","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9723167,0.002006308,0.02525405,0.000020804606,0.00012449108,0.00015606242,0.0000022178747,0.00008063528,0.000038764232],"genre_scores_gemma":[0.99790365,0.00142954,0.00060182315,0.0000062632953,0.000016378637,0.000018021597,0.0000014780672,0.000018794766,0.0000040280647],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990748,0.000008066966,0.00037273974,0.00015020011,0.00015228204,0.00024187037],"domain_scores_gemma":[0.99958044,0.00011189364,0.000032838103,0.00021218204,0.000019798781,0.000042868527],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016554566,0.00016386241,0.00024430055,0.00016816532,0.000011893607,0.000013846763,0.00013565479,0.000069669964,0.0000023312587],"category_scores_gemma":[0.00010812442,0.00014955483,0.000025301779,0.00045723878,0.000015742547,0.00039647275,0.000026426722,0.00021842644,3.0390478e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005489243,0.000014523711,0.0010941128,0.00014322718,0.0000031880882,5.945581e-7,0.0003710447,0.972774,0.007510117,0.000050312883,0.0000010633357,0.01803227],"study_design_scores_gemma":[0.0001431432,0.00007703465,0.019499334,0.000764977,0.0000037003842,7.43811e-7,0.00005689647,0.96165556,0.017360033,0.000010759307,0.00022990121,0.00019790983],"about_ca_topic_score_codex":0.0000204326,"about_ca_topic_score_gemma":0.00024914983,"teacher_disagreement_score":0.025587007,"about_ca_system_score_codex":0.000057528865,"about_ca_system_score_gemma":0.0000050138665,"threshold_uncertainty_score":0.6098669},"labels":[],"label_agreement":null},{"id":"W2145608175","doi":"10.1061/(asce)1090-0241(2005)131:8(978)","title":"Passive Earth Pressure of Overconsolidated Cohesionless Backfill","year":2005,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Lateral earth pressure; Geotechnical engineering; Geology; Retaining wall; Homogeneous; Pressure coefficient; Engineering","score_opus":0.002428133844143251,"score_gpt":0.15576720692162102,"score_spread":0.15333907307747777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2145608175","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98922443,0.0018224625,0.008418369,0.00010617465,0.00012724075,0.00010483388,0.00001799757,0.00011036151,0.00006809763],"genre_scores_gemma":[0.9983807,0.00068742887,0.0007724361,0.000009952295,0.00008695703,0.0000025401307,0.0000028759748,0.000029518385,0.000027557715],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988981,0.000009249331,0.00053419906,0.00010783322,0.00024065499,0.00021000217],"domain_scores_gemma":[0.9995361,0.0000615649,0.00009201865,0.00013971471,0.000020659994,0.00014994766],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014039042,0.00018392545,0.00033874885,0.00011284424,0.00002108482,0.0000116488645,0.00013722495,0.00016273727,0.000053425047],"category_scores_gemma":[0.00004351631,0.00016656208,0.00010336993,0.00011884901,0.000054110555,0.00019930184,0.000053694974,0.00036805912,0.0000033559065],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009931104,0.00004116964,0.000008802382,0.00008129799,0.000053505177,0.0000046464365,0.000028822209,0.98107415,0.012208096,0.00011121682,0.000047123434,0.006331231],"study_design_scores_gemma":[0.00069721905,0.00018173871,0.009685774,0.00016150021,0.000084670995,0.00015636988,0.000024245948,0.94594544,0.019468972,0.000031190426,0.023278534,0.00028433822],"about_ca_topic_score_codex":0.0000018537835,"about_ca_topic_score_gemma":3.5234098e-7,"teacher_disagreement_score":0.035128713,"about_ca_system_score_codex":0.000031517495,"about_ca_system_score_gemma":0.0000053516196,"threshold_uncertainty_score":0.6792205},"labels":[],"label_agreement":null},{"id":"W2149030061","doi":"10.1139/t00-016","title":"Experimental and numerical studies of geosynthetic-reinforced sand slopes loaded with a footing","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":141,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Hong Kong University of Science and Technology","keywords":"Bearing capacity; Geotechnical engineering; Settlement (finance); Reinforcement; Stiffness; Structural engineering; Geosynthetics; Enhanced Data Rates for GSM Evolution; Bearing (navigation); Finite element method; Geology; Materials science; Engineering; Computer science","score_opus":0.009653091990803041,"score_gpt":0.2084595614377663,"score_spread":0.19880646944696326,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2149030061","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9720149,0.003155998,0.023166265,0.0002455978,0.000091802016,0.00018522865,0.00000852506,0.0002250996,0.00090658676],"genre_scores_gemma":[0.9992042,0.00007555192,0.0005578745,0.00003393155,0.00004540412,0.0000070266856,0.000001287602,0.0000282186,0.00004647683],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990186,0.00001652006,0.00031760678,0.00012647183,0.00016522466,0.00035557905],"domain_scores_gemma":[0.9993097,0.00005574894,0.000029120323,0.00013145537,0.00004850606,0.0004254532],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014721758,0.0001693174,0.00027996162,0.0001231717,0.000115413975,0.000036255195,0.00012291835,0.00011841207,0.00014553146],"category_scores_gemma":[0.000068336485,0.00014165793,0.00004891383,0.00019486572,0.00012682796,0.00009526461,0.000011147857,0.00035325516,0.0000039653346],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016868333,0.000006704577,0.000016579197,0.000033054093,0.00006529577,0.000036841917,0.00022248444,0.9781518,0.0064863535,0.00011924741,0.000149092,0.014695699],"study_design_scores_gemma":[0.002643048,0.0012210873,0.0018481746,0.0009974559,0.0001534964,0.0028248637,0.0011511573,0.9124047,0.04832147,0.00024657525,0.0266855,0.0015024472],"about_ca_topic_score_codex":0.00047361234,"about_ca_topic_score_gemma":0.000040185256,"teacher_disagreement_score":0.06574705,"about_ca_system_score_codex":0.00013632736,"about_ca_system_score_gemma":0.00005723986,"threshold_uncertainty_score":0.57766426},"labels":[],"label_agreement":null},{"id":"W2150337807","doi":"10.1139/t05-035","title":"Infiltration into an embankment reinforced by nonwoven geotextiles","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotextile; Geosynthetics; Geotechnical engineering; Levee; Drainage; Infiltration (HVAC); Pore water pressure; Materials science; Clogging; Environmental science; Geology; Composite material","score_opus":0.004608315239047901,"score_gpt":0.19011941163574847,"score_spread":0.18551109639670058,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2150337807","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52124435,0.0022150816,0.46104717,0.00584467,0.001422284,0.00090281776,0.00008519135,0.002866309,0.0043721395],"genre_scores_gemma":[0.9982423,0.00016007201,0.00073117367,0.0002856754,0.00034326434,0.000013782551,0.00005557916,0.000048724072,0.00011940632],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985867,0.000023652074,0.0004474081,0.00017142981,0.0002528571,0.000517966],"domain_scores_gemma":[0.9985552,0.000021895921,0.000039273807,0.000283065,0.00007453366,0.001026051],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030599366,0.00021253036,0.00019021217,0.00021568549,0.00019924738,0.00015401562,0.00031504635,0.00030480922,0.00023692613],"category_scores_gemma":[0.00008572168,0.00022255775,0.000081220714,0.00023581868,0.000043270247,0.00043943067,0.0000128764095,0.0006817868,0.00006880752],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000019684246,0.000006294766,0.0000024453645,0.000007677398,0.000010978423,0.0000063879324,0.000070654445,0.9514981,0.0035747236,0.00036518183,0.0067350077,0.03772057],"study_design_scores_gemma":[0.00022332242,0.00007878005,0.00014604871,0.000025668864,0.000011432638,0.000096195705,0.00002730839,0.8043418,0.00066983467,0.00020014573,0.19388354,0.00029593855],"about_ca_topic_score_codex":0.00182383,"about_ca_topic_score_gemma":0.002981772,"teacher_disagreement_score":0.476998,"about_ca_system_score_codex":0.000736825,"about_ca_system_score_gemma":0.00013494444,"threshold_uncertainty_score":0.90756416},"labels":[],"label_agreement":null},{"id":"W2150415990","doi":"10.1139/t05-084","title":"Formulation of a three dimensional analytical solution to evaluate stresses in backfilled vertical narrow openings","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":120,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Geotechnical engineering; Lateral earth pressure; Geology; Stress (linguistics); Overburden pressure; Work (physics); Engineering; Mechanical engineering","score_opus":0.015781525799589424,"score_gpt":0.23305598157618757,"score_spread":0.21727445577659815,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2150415990","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94981885,0.00018790293,0.047114,0.002069586,0.00015991979,0.00026503854,0.000011014466,0.00011622643,0.000257455],"genre_scores_gemma":[0.9982888,0.0000056980475,0.0014806665,0.00007708088,0.000094707306,0.000009273107,0.00000821334,0.000026613374,0.000008949366],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998381,0.000026144106,0.00057494955,0.00016783841,0.0003519411,0.0004981092],"domain_scores_gemma":[0.9989257,0.00007148824,0.000023260607,0.00017933291,0.00013031071,0.00066991616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005042346,0.00016534471,0.00027232527,0.00045144706,0.00006681437,0.00003506744,0.00020931406,0.00023171178,0.00017293749],"category_scores_gemma":[0.0004628281,0.00016480354,0.000092375405,0.0005167716,0.000034361838,0.00018497475,0.0000277663,0.000527246,0.000028063498],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017883503,0.000013526776,0.0001926477,0.0000111627,0.000010485392,0.000010022058,0.000022200793,0.99117833,0.001297118,0.0004534032,0.0005396392,0.0062535666],"study_design_scores_gemma":[0.00045579716,0.00007651113,0.013663316,0.00009477113,0.000018382383,0.00004946147,0.000004140539,0.98324907,0.00034607097,0.0003256731,0.001527755,0.00018903306],"about_ca_topic_score_codex":0.0012543099,"about_ca_topic_score_gemma":0.013274094,"teacher_disagreement_score":0.048469942,"about_ca_system_score_codex":0.00063490623,"about_ca_system_score_gemma":0.00017874474,"threshold_uncertainty_score":0.74072564},"labels":[],"label_agreement":null},{"id":"W2150893701","doi":"10.1139/t06-035","title":"Limitations of the theorem of corresponding states in active pressure problems","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Boundary (topology); Limit analysis; Limit (mathematics); Geotechnical engineering; State (computer science); Mathematics; Retaining wall; Calculus (dental); Engineering; Mathematical analysis; Upper and lower bounds; Algorithm","score_opus":0.0125517423192183,"score_gpt":0.18098483650935998,"score_spread":0.16843309419014169,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2150893701","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95361733,0.0017352964,0.03916939,0.0008694295,0.00062759937,0.00067221397,0.0001303242,0.00017018004,0.0030082245],"genre_scores_gemma":[0.99975926,0.00006541206,0.00009194542,0.0000066437337,0.000022167053,0.0000055156097,0.0000034199854,0.000015839523,0.0000297751],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991931,0.000033264652,0.0003463728,0.00006638076,0.00013808801,0.00022282024],"domain_scores_gemma":[0.99949443,0.00013616249,0.000059815637,0.00014316294,0.000072468814,0.00009392841],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021986748,0.00008715734,0.00014791917,0.00020513214,0.000049297872,0.000011747255,0.00021549739,0.00011987368,0.000013641427],"category_scores_gemma":[0.0002128896,0.00006965128,0.00006939251,0.00045985013,0.000071256014,0.000064622654,0.000012402328,0.00041766255,5.599361e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002378353,0.000009617139,0.0001767323,0.000020800342,0.000008459692,0.0000015319222,0.000080537866,0.994048,0.0013909056,0.0022141503,0.00016536134,0.0018815409],"study_design_scores_gemma":[0.0004879362,0.000063764484,0.06840303,0.0003848793,0.000044219803,0.00005358515,0.00019320523,0.895779,0.0036096273,0.01572692,0.014985186,0.0002686371],"about_ca_topic_score_codex":0.0029534174,"about_ca_topic_score_gemma":0.007502563,"teacher_disagreement_score":0.09826897,"about_ca_system_score_codex":0.00011429432,"about_ca_system_score_gemma":0.00010258184,"threshold_uncertainty_score":0.44647032},"labels":[],"label_agreement":null},{"id":"W2153900698","doi":"10.1139/cgj-2014-0100","title":"Hydraulic and strength properties of unexposed and freeze–thaw exposed cement-stabilized soils","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Iran Telecommunication Research Center","keywords":"Hydraulic conductivity; Compressive strength; Cement; Soil water; Geotechnical engineering; Materials science; Water content; Curing (chemistry); Composite material; Environmental science; Soil science; Geology","score_opus":0.010289143787724456,"score_gpt":0.16956271945683563,"score_spread":0.15927357566911116,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2153900698","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9889788,0.0009460131,0.0089149885,0.00034228212,0.00014327165,0.0001808244,0.000012821997,0.00018350466,0.00029747182],"genre_scores_gemma":[0.9992905,0.00023401775,0.0003003636,0.000052897394,0.000061579616,0.000007824135,0.000003214076,0.000035377037,0.000014191637],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987691,0.00004478528,0.00042845245,0.00017273882,0.0001805796,0.0004043594],"domain_scores_gemma":[0.99898124,0.000051845564,0.00004926312,0.00021392129,0.00006634648,0.00063740154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037504357,0.00019872439,0.00030926126,0.00021577363,0.00010840581,0.00006618793,0.00015867804,0.00020608898,0.000031076597],"category_scores_gemma":[0.00027215565,0.00018068316,0.00005478631,0.00017029491,0.00014347518,0.00011653799,0.000027681568,0.00043636668,0.0000017839772],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050100898,0.000085564614,0.0009638763,0.0007668726,0.00019252735,0.00003238282,0.00079695595,0.71720076,0.16173103,0.0031105734,0.0011350645,0.11393427],"study_design_scores_gemma":[0.002729602,0.000514046,0.009625955,0.00052098266,0.00010522601,0.0002733732,0.00034366926,0.9510835,0.014349796,0.0015707359,0.01788478,0.0009983601],"about_ca_topic_score_codex":0.0019430033,"about_ca_topic_score_gemma":0.002191662,"teacher_disagreement_score":0.2338827,"about_ca_system_score_codex":0.00008354081,"about_ca_system_score_gemma":0.00007089537,"threshold_uncertainty_score":0.73680454},"labels":[],"label_agreement":null},{"id":"W2154975019","doi":"10.1139/t06-056","title":"Vacuum consolidation and its combination with embankment loading","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":144,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Subsoil; Geotechnical engineering; Levee; Finite element method; Pore water pressure; Engineering; Drainage; Geology; Structural engineering; Soil water","score_opus":0.00515490761035884,"score_gpt":0.17304903031925958,"score_spread":0.16789412270890075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2154975019","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8804056,0.0011492402,0.11371607,0.0012974889,0.00034932778,0.00035793075,0.000015524882,0.00060924067,0.0020995638],"genre_scores_gemma":[0.99958575,0.00005223802,0.00016528311,0.000034677567,0.00007402128,0.0000073063734,0.000012565284,0.000024749908,0.000043407854],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992195,0.00001294486,0.0002128292,0.00010918081,0.00014727723,0.00029829418],"domain_scores_gemma":[0.99949855,0.00002327403,0.000026431175,0.000081659025,0.000072995455,0.0002971192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016679682,0.00012529349,0.000121606776,0.00019427479,0.00013751701,0.000093935014,0.000079923775,0.0001312716,0.000032891196],"category_scores_gemma":[0.000023746521,0.000118400225,0.000023236385,0.0001941163,0.00002387728,0.00014361486,0.0000067809465,0.00033989438,0.0000083125715],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003999079,0.00001469086,0.000116713265,0.0000325913,0.000017430515,0.00004653267,0.000019089746,0.98525214,0.0023244394,0.008428781,0.0010783003,0.002665303],"study_design_scores_gemma":[0.0008472433,0.00014108104,0.010672574,0.00012648515,0.000037690847,0.0006780474,0.000025706688,0.96882045,0.0014566258,0.0022505224,0.014494942,0.00044861654],"about_ca_topic_score_codex":0.0005221116,"about_ca_topic_score_gemma":0.00088787836,"teacher_disagreement_score":0.11918014,"about_ca_system_score_codex":0.00028772207,"about_ca_system_score_gemma":0.000060433907,"threshold_uncertainty_score":0.48282212},"labels":[],"label_agreement":null},{"id":"W2155276449","doi":"10.1139/t09-032","title":"Use of large-diameter, cast–in situ concrete pipe piles for embankment over soft clay","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":84,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Levee; Geotechnical engineering; Pile; Geology; Clay soil; Soil water; Engineering; Soil science","score_opus":0.015007510215433008,"score_gpt":0.22278805523408585,"score_spread":0.20778054501865284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2155276449","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.515767,0.0011203146,0.47949564,0.0010329639,0.000796101,0.0008743586,0.00022297715,0.0004022912,0.00028840775],"genre_scores_gemma":[0.9979867,0.000094936644,0.0015043602,0.00023339299,0.000098715514,0.000010115672,0.000014338738,0.00003306415,0.000024399555],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998474,0.000023109835,0.00052940747,0.00016785119,0.00018136534,0.0006242883],"domain_scores_gemma":[0.9990099,0.00012121651,0.0000542219,0.00023081644,0.000078730576,0.0005051131],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035280755,0.00019562968,0.0003258534,0.00032683788,0.0000638858,0.00005817966,0.00020274146,0.00028518317,0.000042225784],"category_scores_gemma":[0.0003116209,0.00020198691,0.0001580129,0.00026490202,0.000032132524,0.00016369195,0.000010023181,0.0005142837,0.0000029268554],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020263902,0.00001705193,0.00007644815,0.000046595036,0.00002774846,0.000057142173,0.00005964704,0.961298,0.02361205,0.0008154579,0.003780265,0.0101893265],"study_design_scores_gemma":[0.0018452244,0.000530358,0.012315759,0.00035607186,0.00006132646,0.0001733548,0.000028178596,0.90007967,0.005157924,0.0018495613,0.07677056,0.0008320011],"about_ca_topic_score_codex":0.000616552,"about_ca_topic_score_gemma":0.0021048267,"teacher_disagreement_score":0.48221973,"about_ca_system_score_codex":0.00037275482,"about_ca_system_score_gemma":0.00012470555,"threshold_uncertainty_score":0.82367873},"labels":[],"label_agreement":null},{"id":"W2155611698","doi":"10.14359/51682289","title":"Bridge Pier - Hammerhead Bent Cap","year":2010,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geography; Sierra leone; Ancient history; Environmental protection; Ethnology; History","score_opus":0.005198832904456775,"score_gpt":0.18438081785939311,"score_spread":0.17918198495493634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2155611698","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8552109,0.00005259725,0.10415098,0.00020397949,0.0012788152,0.00011468117,0.0000037479501,0.002074619,0.036909673],"genre_scores_gemma":[0.99877405,0.0000073235447,0.0007206001,0.000022197193,0.00006525793,0.000008059044,0.000005885458,0.000019564697,0.0003770343],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99960583,0.0000015423919,0.00009525572,0.00007754361,0.00007274999,0.00014707744],"domain_scores_gemma":[0.999733,0.000012539838,0.0000035183068,0.00016860582,0.000014742491,0.00006760004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000050956638,0.00007520124,0.0000663364,0.000029330053,0.000018620003,0.000014872635,0.00006508659,0.000076926175,0.00026921084],"category_scores_gemma":[0.000023838127,0.00006978465,0.000027904245,0.00008202059,0.000011242615,0.000042277443,0.000010023383,0.00018410134,0.00011524964],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000018025016,0.00005011774,0.00050837273,0.00008754318,0.000027308017,0.0000041143953,0.00015715594,0.81039166,0.11506238,0.017587537,0.014025071,0.042096954],"study_design_scores_gemma":[0.00023585913,0.000019148738,0.040968526,0.000007594602,0.000008576042,0.000009645832,0.0000068865334,0.80660987,0.009795456,0.00034531995,0.14164577,0.00034734304],"about_ca_topic_score_codex":0.00003598189,"about_ca_topic_score_gemma":0.00006879932,"teacher_disagreement_score":0.14356317,"about_ca_system_score_codex":0.000009551654,"about_ca_system_score_gemma":0.0000032575142,"threshold_uncertainty_score":0.294767},"labels":[],"label_agreement":null},{"id":"W2156038892","doi":"10.1680/ijpmg.12.00005","title":"Enhancing accuracy and precision of transparent synthetic soil modelling","year":2012,"lang":"en","type":"article","venue":"International Journal of Physical Modelling in Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council; Queen's University; Queen's University Belfast","keywords":"Photogrammetry; Particle image velocimetry; Displacement (psychology); Coplanarity; Pinhole (optics); Lens (geology); Pinhole camera model; Synthetic data; Computer science; Optics; Camera resectioning; Computer vision; Artificial intelligence; Geometry; Mathematics; Physics","score_opus":0.020237598529717828,"score_gpt":0.25101955730789693,"score_spread":0.2307819587781791,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2156038892","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4116237,0.00042398367,0.58769375,0.000016167767,0.00015751157,0.000034294862,0.0000022146037,0.000024605863,0.000023794164],"genre_scores_gemma":[0.99491274,0.00068180147,0.004218027,0.0000025934798,0.00015584451,0.0000026562855,0.0000015220618,0.000023693363,0.0000011014846],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987385,0.00001754453,0.00057105446,0.000085700325,0.00040309184,0.00018405577],"domain_scores_gemma":[0.99927837,0.0002656222,0.00012501961,0.00010039648,0.00015145069,0.00007915926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037995126,0.0001332513,0.00026353373,0.00021141687,0.000012477998,0.00001584384,0.00022226342,0.00008979835,0.0000022654417],"category_scores_gemma":[0.000060625094,0.00012593044,0.000103778206,0.00011105816,0.000026667718,0.00030165538,0.000026671392,0.00035899275,8.893361e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016707563,0.00009765213,0.000010641722,0.000045869743,0.000023180117,0.0000013722037,0.0005033112,0.987496,0.0063642613,0.00095226505,6.7225596e-7,0.0044880244],"study_design_scores_gemma":[0.00020063085,0.000037813876,0.000013276491,0.00036540272,0.000017787357,0.000013744674,0.000023296345,0.9833704,0.012662964,0.0030856673,0.00009754416,0.000111462105],"about_ca_topic_score_codex":0.000011945592,"about_ca_topic_score_gemma":6.121574e-7,"teacher_disagreement_score":0.5834757,"about_ca_system_score_codex":0.000082021164,"about_ca_system_score_gemma":0.000012713637,"threshold_uncertainty_score":0.5135294},"labels":[],"label_agreement":null},{"id":"W2156586891","doi":"10.1139/cgj-2014-0052","title":"Axial monotonic and cyclic compression behaviour of hollow-bar micropiles","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Western University","funders":"Federal Highway Administration; Ministry of Education, Libya","keywords":"Bar (unit); Strain gauge; Drilling; Retrofitting; Drill; Geotechnical engineering; Engineering; Structural engineering; Vibrating wire; Geology; Mechanical engineering","score_opus":0.0050314090304190125,"score_gpt":0.18196654359066233,"score_spread":0.17693513456024332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2156586891","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9649532,0.0005207069,0.033406395,0.00020215215,0.0002948277,0.00011339227,0.000014147553,0.00016766007,0.0003275276],"genre_scores_gemma":[0.9992177,0.00015960204,0.0004505214,0.000029649753,0.00009159695,0.0000038192024,0.000004209382,0.000030154974,0.000012774432],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99903554,0.000029713177,0.00033348892,0.00012661316,0.00014000511,0.00033463037],"domain_scores_gemma":[0.999144,0.000043970027,0.000040232553,0.00018507482,0.00004748705,0.0005392168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023562828,0.00014758836,0.00023339267,0.00018718366,0.00009688362,0.00003851925,0.00018776688,0.00023473181,0.000035126763],"category_scores_gemma":[0.00010212573,0.00014324808,0.00007455908,0.0001267759,0.00007599344,0.000067626606,0.000021756949,0.0005224482,0.000005722797],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008350985,0.000025787085,0.0010277762,0.000080786194,0.0000306457,0.00002930607,0.00006653728,0.9401929,0.021045117,0.0009932285,0.0014511485,0.035048414],"study_design_scores_gemma":[0.0013661011,0.00030542605,0.06927624,0.00041735373,0.00009440084,0.0006833661,0.00004654205,0.8782072,0.0039921924,0.0016230168,0.043141026,0.0008471435],"about_ca_topic_score_codex":0.0011132697,"about_ca_topic_score_gemma":0.0005491081,"teacher_disagreement_score":0.068248466,"about_ca_system_score_codex":0.00010518066,"about_ca_system_score_gemma":0.00005051394,"threshold_uncertainty_score":0.5841487},"labels":[],"label_agreement":null},{"id":"W2162851484","doi":"10.1139/t08-128","title":"Numerical parametric study of expanded polystyrene (EPS) geofoam seismic buffers","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":84,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Structural engineering; Parametric statistics; Buffer (optical fiber); Range (aeronautics); Geotechnical engineering; Expanded polystyrene; Seismic loading; Materials science; Computer simulation; Geology; Mechanics; Engineering; Composite material; Mathematics; Physics","score_opus":0.008081046619944658,"score_gpt":0.20314850489178818,"score_spread":0.19506745827184352,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2162851484","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9450497,0.0004721249,0.052404057,0.00041054314,0.0004025552,0.0003634797,0.000008406395,0.0004581416,0.00043098003],"genre_scores_gemma":[0.9995294,0.000058809186,0.00014837531,0.00009783978,0.00010278746,0.00000634678,0.000003710406,0.00003385979,0.000018820192],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981049,0.000048918493,0.00061950437,0.00020784412,0.00036373708,0.0006551082],"domain_scores_gemma":[0.99853176,0.0000634686,0.00006547344,0.0003542566,0.00009370673,0.00089134084],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033799498,0.0002476807,0.0004171517,0.00066736614,0.00012243912,0.000055820867,0.00039937513,0.0002663896,0.000061276136],"category_scores_gemma":[0.00024334255,0.00024452896,0.00013698815,0.0011213657,0.000032510387,0.00011108799,0.000011620039,0.00087794627,0.000013366922],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006526478,0.00009632391,0.00013804823,0.000007908787,0.000030118055,0.00005950267,0.000052610154,0.9828629,0.00021536434,0.00004314724,0.0005975116,0.015890073],"study_design_scores_gemma":[0.0011965644,0.0010972777,0.023966553,0.00006384626,0.00007078904,0.0003658552,0.0001918367,0.9689217,0.00024557105,0.00071225467,0.002605998,0.0005617082],"about_ca_topic_score_codex":0.0027803546,"about_ca_topic_score_gemma":0.0002488623,"teacher_disagreement_score":0.05447974,"about_ca_system_score_codex":0.00039136494,"about_ca_system_score_gemma":0.00013377525,"threshold_uncertainty_score":0.9971602},"labels":[],"label_agreement":null},{"id":"W2162881275","doi":"10.1520/gtj14195","title":"An Improved Experimental Test Set-up to Study the Performance of Granular Columns","year":2006,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Queen's University","keywords":"Geotechnical engineering; Test (biology); Geology","score_opus":0.015539253966154068,"score_gpt":0.2407398648730831,"score_spread":0.22520061090692903,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2162881275","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9864409,0.00007878617,0.012422971,0.00002836459,0.00017886057,0.00032078184,0.000003894319,0.00047008198,0.000055363136],"genre_scores_gemma":[0.9984731,0.0000022740176,0.0012682012,0.000013256331,0.00016034704,0.000030278408,0.000001966182,0.00004075736,0.000009806126],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99862266,0.00003611255,0.00053165626,0.00016840252,0.00029757744,0.0003435906],"domain_scores_gemma":[0.9991461,0.00019033336,0.00006848789,0.0003463073,0.00011527827,0.00013348961],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00067665696,0.00018673044,0.00021998305,0.00007862419,0.00023115316,0.00007401509,0.00040649774,0.00009459387,0.000013173199],"category_scores_gemma":[0.00033433255,0.00014824934,0.000060393115,0.00050969387,0.000059462054,0.0001177372,0.00005270165,0.00053755176,0.0000042709576],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005986233,0.0001488643,0.0022683837,0.000010240678,0.000007432375,0.0000040440145,0.00013853979,0.894879,0.10083111,0.000007202672,0.00006194474,0.0016372687],"study_design_scores_gemma":[0.0005407131,0.0016067422,0.032722693,0.000043275573,0.000028779983,0.00013539153,0.0002685816,0.9505398,0.013678624,0.00004583737,0.000119080774,0.00027045803],"about_ca_topic_score_codex":0.00004297379,"about_ca_topic_score_gemma":0.0000035601272,"teacher_disagreement_score":0.08715248,"about_ca_system_score_codex":0.00007331992,"about_ca_system_score_gemma":0.000018742972,"threshold_uncertainty_score":0.60454327},"labels":[],"label_agreement":null},{"id":"W2163064173","doi":"10.1139/cgj-2014-0387","title":"Three-dimensional numerical analysis of geocell-reinforced soft clay beds by considering the actual geometry of geocell pockets","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":135,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Stiffness; Parametric statistics; Infill; Geology; Lagrangian analysis; Foundation (evidence); Curvature; Geogrid; Structural engineering; Engineering; Mathematics; Reinforcement; Geometry; Lagrangian","score_opus":0.012769182012918493,"score_gpt":0.20354667001351354,"score_spread":0.19077748800059505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2163064173","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71872544,0.0014652793,0.27771837,0.00059988734,0.00048021937,0.0002726899,0.00017457709,0.00023333477,0.00033018654],"genre_scores_gemma":[0.99933857,0.000021045387,0.0003729147,0.00009501613,0.00006215064,0.00000518927,0.00003898364,0.000041895793,0.00002421289],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9976686,0.000039292154,0.000859221,0.00020972587,0.00060423964,0.00061891676],"domain_scores_gemma":[0.9978727,0.00028285396,0.00016155199,0.00043129676,0.0002857012,0.00096589845],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007860782,0.00028112216,0.00062782725,0.0006537938,0.00011265054,0.00004253569,0.00048097866,0.00037740814,0.00018668015],"category_scores_gemma":[0.0005784464,0.00023270439,0.00033615582,0.001555172,0.00018805475,0.00011694294,0.000060115835,0.000912499,0.000008590594],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010797065,0.0000129528225,0.00020111854,0.000015980322,0.00034057887,0.000015732861,0.000048565846,0.9919443,0.0016622317,0.000104398954,0.0040640677,0.0015792348],"study_design_scores_gemma":[0.00038223556,0.00009885583,0.0010779292,0.000035957743,0.00035974706,0.00009299977,0.000048024755,0.9914367,0.001485461,0.00018420401,0.004500458,0.00029739653],"about_ca_topic_score_codex":0.004658315,"about_ca_topic_score_gemma":0.00096879597,"teacher_disagreement_score":0.28061312,"about_ca_system_score_codex":0.0003115671,"about_ca_system_score_gemma":0.00037820966,"threshold_uncertainty_score":0.948941},"labels":[],"label_agreement":null},{"id":"W2165147052","doi":"10.1061/9780784479087.078","title":"Lateral Performance of Large-Capacity Helical Piles","year":2015,"lang":"en","type":"article","venue":"IFCEE 2015","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pile; Geotechnical engineering; Deflection (physics); Helix (gastropod); Structural engineering; Load testing; Structural load; Subgrade; Geology; Engineering; Materials science; Physics; Optics","score_opus":0.020237031492695557,"score_gpt":0.22008481742671832,"score_spread":0.19984778593402275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2165147052","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946487,0.000111127425,0.0030290957,0.000025241023,0.0001908998,0.00004387377,0.000008367466,0.00028451913,0.0016581691],"genre_scores_gemma":[0.9994815,0.000016108947,0.00035793218,0.0000075893386,0.00005187324,0.000004947431,0.000008297984,0.000014810477,0.00005694143],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994848,0.0000074299046,0.00014364971,0.000069098234,0.00013515522,0.00015988864],"domain_scores_gemma":[0.9996853,0.0000100269335,0.000011591258,0.00014478224,0.000056977955,0.00009135585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015760303,0.00007927686,0.00011986061,0.0000339072,0.000010616486,0.0000062744753,0.000085264306,0.00007780174,0.000015313595],"category_scores_gemma":[0.000043703996,0.00007395054,0.00002590111,0.00010030921,0.000019030113,0.000080805556,0.00001927216,0.00010489845,0.00005286284],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017781944,0.000074366406,0.0076003643,0.00021724254,0.000024578205,0.0000013409208,0.0005654641,0.9767338,0.0031862194,0.0010661284,0.008841084,0.0016716074],"study_design_scores_gemma":[0.00050066004,0.000111714195,0.015173447,0.000032974123,0.000008337598,0.0000052415853,0.00001827807,0.9562725,0.004942623,0.0001860836,0.022539522,0.00020866534],"about_ca_topic_score_codex":0.00000900421,"about_ca_topic_score_gemma":0.000004134063,"teacher_disagreement_score":0.02046137,"about_ca_system_score_codex":0.00003002172,"about_ca_system_score_gemma":0.000007788415,"threshold_uncertainty_score":0.30156153},"labels":[],"label_agreement":null},{"id":"W2165771038","doi":"10.1680/gein.8.0187","title":"Long-Term Variations of Force and Strain in a Steep Geogrid-Reinforced Soil Slope","year":2001,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Geogrid; Geosynthetics; Geotechnical engineering; Creep; Reinforcement; Nonlinear system; Strain (injury); Geology; Deformation (meteorology); Materials science; Composite material; Physics","score_opus":0.007278111897763116,"score_gpt":0.21244279268784477,"score_spread":0.20516468079008165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2165771038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8660382,0.000060576847,0.12815432,0.00014441748,0.0003192392,0.0001145976,0.00005185748,0.00013504147,0.004981768],"genre_scores_gemma":[0.99902064,0.000179769,0.00030521094,0.000009784267,0.000033457272,0.000011726844,0.000046020217,0.000015413709,0.0003779684],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999327,0.00000710051,0.00026303058,0.000104027575,0.0001607276,0.00013813084],"domain_scores_gemma":[0.9997115,0.00005020648,0.000028670542,0.00011605762,0.000054013097,0.00003956071],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012405311,0.00009619592,0.00010906994,0.00014753452,0.00001577754,0.000020196458,0.00012584543,0.00007807384,0.00010809018],"category_scores_gemma":[0.00008530416,0.000106305764,0.000030413436,0.00012285943,0.000028581759,0.00008078926,0.000033495602,0.000111295274,0.000004154308],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006958236,0.000018187562,0.0024773323,0.00002993871,0.000019344674,0.0000036893798,0.00015621413,0.97762924,0.0020970972,0.008653374,0.0000042076304,0.008904426],"study_design_scores_gemma":[0.00037771274,0.000022971817,0.049675133,0.00006453841,0.000008050639,0.000017555205,0.000016785609,0.94823605,0.00037054007,0.0009246588,0.00014147103,0.00014455778],"about_ca_topic_score_codex":0.000015838867,"about_ca_topic_score_gemma":0.0000906202,"teacher_disagreement_score":0.13298248,"about_ca_system_score_codex":0.000044656543,"about_ca_system_score_gemma":0.000009225118,"threshold_uncertainty_score":0.43350232},"labels":[],"label_agreement":null},{"id":"W2165973991","doi":"10.1061/9780784412121.068","title":"Case Studies in Landslide Repair along Coastal and Riparian Areas","year":2012,"lang":"en","type":"article","venue":"GeoCongress 2012","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Landslide; Riparian zone; Geology; Drainage; Drawdown (hydrology); Erosion; Geotechnical engineering; Groundwater; Geomorphology; Aquifer","score_opus":0.025389180053477928,"score_gpt":0.2566467836635243,"score_spread":0.23125760361004635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2165973991","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9925753,0.0050834455,0.00053800637,0.0000141421715,0.0005279104,0.00012854018,0.000009845231,0.00047798525,0.0006448151],"genre_scores_gemma":[0.9993855,0.00014583247,0.00021340048,0.0000065737177,0.000101560116,0.000034846504,0.0000066570246,0.000020383983,0.00008524001],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931747,0.000018366092,0.0001735059,0.000102780556,0.000068749396,0.00031911707],"domain_scores_gemma":[0.9996389,0.000072908384,0.000013774039,0.00014656312,0.000020743399,0.00010706682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024687938,0.0001285381,0.00017310028,0.00007434432,0.000035311998,0.0000110593255,0.000032851443,0.00008288215,0.000012221158],"category_scores_gemma":[0.00009038566,0.0001213541,0.000027367672,0.000105833074,0.000041555813,0.0002712159,0.00004146274,0.0001355912,0.00001161639],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039887967,0.0002831915,0.5594163,0.0019998082,0.0004382977,0.0026814954,0.010138444,0.37062734,0.00041106247,0.003133704,0.006684458,0.04414603],"study_design_scores_gemma":[0.0068760025,0.00021936734,0.39708215,0.0010152482,0.00035222236,0.01610214,0.006857443,0.44207639,0.0016132721,0.0009675391,0.122696884,0.004141351],"about_ca_topic_score_codex":0.00008028369,"about_ca_topic_score_gemma":0.00051075546,"teacher_disagreement_score":0.16233413,"about_ca_system_score_codex":0.000025162757,"about_ca_system_score_gemma":0.0000029675343,"threshold_uncertainty_score":0.49486768},"labels":[],"label_agreement":null},{"id":"W2166685571","doi":"10.3141/1849-07","title":"Geosynthetic-Reinforced Soil Walls","year":2003,"lang":"en","type":"book","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotextile; Geotechnical engineering; Geosynthetics; Mechanically stabilized earth; Reinforcement; Polypropylene; Foundation (evidence); Materials science; Deformation (meteorology); Retaining wall; Structural engineering; Engineering; Composite material","score_opus":0.041728119434639256,"score_gpt":0.30114071524425484,"score_spread":0.25941259580961556,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2166685571","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6978666,0.009175922,0.040343482,0.0053592813,0.017124481,0.013211854,0.0015641247,0.0019920082,0.21336225],"genre_scores_gemma":[0.45747578,0.0142996665,0.0011969478,0.00008721223,0.0011776036,0.0003017902,0.00032414205,0.0009988805,0.524138],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9910637,0.0005292943,0.0020871416,0.00045116924,0.0046501243,0.0012185411],"domain_scores_gemma":[0.9939634,0.0009981948,0.00036785487,0.0008627724,0.00325803,0.000549743],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0038242068,0.00055779045,0.00088404404,0.0014344095,0.00041196524,0.00016818821,0.0014739244,0.00087392563,0.0006079798],"category_scores_gemma":[0.00024234848,0.00045761003,0.0007902267,0.0013744837,0.0005711534,0.00039574734,0.000007249484,0.0058269873,0.00009618551],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002947591,0.00008630764,0.00032196785,0.001824348,0.00048018814,0.00015380245,0.0011443386,0.85390127,0.0013507591,0.008912276,0.126406,0.005124018],"study_design_scores_gemma":[0.0034834996,0.0012309625,0.02848135,0.004222801,0.00042816336,0.0000044333033,0.00056489377,0.018542994,0.002100498,0.020462172,0.9186508,0.0018274533],"about_ca_topic_score_codex":0.0006140804,"about_ca_topic_score_gemma":0.0046051503,"teacher_disagreement_score":0.83535826,"about_ca_system_score_codex":0.00085718604,"about_ca_system_score_gemma":0.0011523315,"threshold_uncertainty_score":0.99978757},"labels":[],"label_agreement":null},{"id":"W2167304533","doi":"10.1139/t02-104","title":"Strength and deformation characteristics of shredded rubber tire sand mixtures","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":240,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Metal and Materials Technology Center","keywords":"Natural rubber; Scrap; Geotechnical engineering; Dilatant; Mixing (physics); Compressibility; Deformation (meteorology); Shear strength (soil); Volume (thermodynamics); Shear (geology); Environmental science; Materials science; Composite material; Geology; Engineering; Soil water","score_opus":0.004939709958309344,"score_gpt":0.1751751426517618,"score_spread":0.17023543269345245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2167304533","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98427457,0.00088148203,0.012476992,0.00012284031,0.0003977709,0.00014953711,0.000043615062,0.00015967086,0.0014935107],"genre_scores_gemma":[0.9994027,0.00023129705,0.00025959508,0.000026365196,0.000038442675,0.0000023207122,0.000007434737,0.000019104298,0.000012748701],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992063,0.000020334535,0.00031987517,0.0000758322,0.00012107,0.00025656374],"domain_scores_gemma":[0.9993672,0.000030831186,0.000038449103,0.000119845274,0.000056876204,0.00038680283],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020993454,0.00011979766,0.00017511373,0.00015588192,0.00007400305,0.00004011065,0.00008435616,0.00018364718,0.0000580674],"category_scores_gemma":[0.00022620427,0.00011464786,0.000043656182,0.00014889425,0.000043495816,0.00009523979,0.000005484173,0.00036868494,0.0000028618683],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028904016,0.00011485594,0.0029142534,0.0007073086,0.00026661466,0.00014438124,0.0008062596,0.51771694,0.010507198,0.016857646,0.0068299472,0.44310567],"study_design_scores_gemma":[0.0018794122,0.0003117863,0.07093044,0.0004939877,0.00016061547,0.001773278,0.00018421492,0.7883803,0.005565377,0.00369379,0.12509774,0.0015290583],"about_ca_topic_score_codex":0.00017660165,"about_ca_topic_score_gemma":0.00016304405,"teacher_disagreement_score":0.4415766,"about_ca_system_score_codex":0.00010351305,"about_ca_system_score_gemma":0.000074561794,"threshold_uncertainty_score":0.46752042},"labels":[],"label_agreement":null},{"id":"W2167405038","doi":"10.1002/vnl.20025","title":"Thirty‐year durability of a 20‐mil PVC geomembrane","year":2004,"lang":"en","type":"article","venue":"Journal of Vinyl and Additive Technology","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian General-Tower (Canada)","funders":"","keywords":"Geomembrane; Durability; Clearance; Moisture; Geotechnical engineering; Environmental science; Fish <Actinopterygii>; Water content; Materials science; Pulp and paper industry; Composite material; Geology; Engineering; Fishery; Biology","score_opus":0.003305131358749402,"score_gpt":0.18238861951939683,"score_spread":0.17908348816064742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2167405038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9893485,0.00072454824,0.008724924,0.0004921587,0.00012769889,0.000059042013,0.00002670184,0.00013754607,0.00035891842],"genre_scores_gemma":[0.99857223,0.00049309316,0.0008694945,0.0000061679984,0.00003615551,0.000002042914,0.0000016071396,0.000011616239,0.0000075761113],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993308,0.000006943034,0.0003349576,0.00007800155,0.000108935885,0.00014037116],"domain_scores_gemma":[0.99957263,0.000042619777,0.00008621673,0.000111354595,0.00013778091,0.000049380593],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014782819,0.00010195953,0.00027449607,0.00022852153,0.000020898853,0.000004392583,0.000111350615,0.00018691552,0.000028881075],"category_scores_gemma":[0.00021677387,0.000086479406,0.000060226368,0.00028634796,0.00013997618,0.000078772115,0.000025184565,0.00033274354,0.0000022046743],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019286311,0.0006741755,0.002343966,0.0010184742,0.00057583937,0.00016208245,0.00078356767,0.61203986,0.24693695,0.03877702,0.0009001057,0.09559507],"study_design_scores_gemma":[0.01735691,0.007462019,0.09992791,0.0031495518,0.0005145472,0.002885622,0.004318946,0.021226933,0.54332006,0.25248975,0.044731144,0.002616637],"about_ca_topic_score_codex":0.000002806491,"about_ca_topic_score_gemma":0.000004020329,"teacher_disagreement_score":0.590813,"about_ca_system_score_codex":0.000049163067,"about_ca_system_score_gemma":0.00002209021,"threshold_uncertainty_score":0.3526528},"labels":[],"label_agreement":null},{"id":"W2167778810","doi":"10.5614/jts.2003.10.4.1","title":"Bonding at Particle Contacts","year":2010,"lang":"en","type":"article","venue":"Jurnal Teknik Sipil","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Encana (Canada)","funders":"","keywords":"Cohesion (chemistry); Cement; Materials science; Dimensionless quantity; Geotechnical engineering; Composite material; Engineering; Physics; Mechanics","score_opus":0.007149745489754763,"score_gpt":0.19937533623585346,"score_spread":0.1922255907460987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2167778810","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9941247,0.00008228319,0.0009882892,0.000070103975,0.0006170836,0.00005139314,0.0000022966697,0.0006279025,0.0034359244],"genre_scores_gemma":[0.9990407,0.00001229261,0.00016024204,0.000026054668,0.0001401045,0.000007943207,0.000003076205,0.000029071947,0.0005804768],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99936366,0.0000035032756,0.00015943917,0.0000995484,0.00013244775,0.00024141629],"domain_scores_gemma":[0.9996165,0.000041308005,0.000014565117,0.0001686767,0.000025256393,0.0001336747],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000114747185,0.0001033,0.00010710219,0.000030642863,0.000066212546,0.000029828416,0.000092417824,0.000092213086,0.000090415175],"category_scores_gemma":[0.000093328796,0.00009969355,0.00004661698,0.00013261176,0.000018255218,0.000098732635,0.000024910198,0.00028558806,0.00015063917],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007587501,0.000028853467,0.0020887433,0.000043312542,0.000020005806,0.000012699251,0.00012246608,0.072774604,0.9085086,0.009188446,0.0017163139,0.0054883715],"study_design_scores_gemma":[0.0010562722,0.000085835076,0.030847467,0.000047034806,0.000034099827,0.00009919422,0.000032054533,0.47013167,0.21843481,0.0009207499,0.2775876,0.0007232256],"about_ca_topic_score_codex":0.000003978478,"about_ca_topic_score_gemma":0.000038827544,"teacher_disagreement_score":0.6900738,"about_ca_system_score_codex":0.00004648834,"about_ca_system_score_gemma":0.0000057441607,"threshold_uncertainty_score":0.4065385},"labels":[],"label_agreement":null},{"id":"W2167830610","doi":"10.1139/cgj-2014-0120","title":"Influence of padeye offset on bearing capacity of three-dimensional plate anchors","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":123,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Australian Research Council","keywords":"Embedment; Offset (computer science); Bearing capacity; Geotechnical engineering; Finite element method; Structural engineering; Geology; Engineering; Computer science","score_opus":0.00955276695072241,"score_gpt":0.1819512041668637,"score_spread":0.1723984372161413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2167830610","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98533624,0.0000327421,0.014118632,0.00010014157,0.00011073223,0.00006989127,0.00001968104,0.00007899561,0.00013291069],"genre_scores_gemma":[0.99943745,0.000011224562,0.00042385975,0.00004277565,0.00005226926,0.000002294303,0.0000030745991,0.000023629389,0.000003443608],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987999,0.000022581076,0.00045096417,0.00012436118,0.00026970558,0.00033247605],"domain_scores_gemma":[0.9990501,0.000096089374,0.00007327012,0.0002393994,0.00011291054,0.00042824014],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004161253,0.00014934373,0.00026930613,0.00025301307,0.00006438723,0.00001175441,0.00023613061,0.00022559713,0.000022188435],"category_scores_gemma":[0.00035280804,0.0001460528,0.00009348708,0.0002570743,0.00009100769,0.0000782152,0.000016348016,0.0006451732,0.000006583989],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004095875,0.0000081399,0.00017635855,0.000032439475,0.000014058487,0.0000030712079,0.000011588646,0.99365765,0.0031314904,0.00071292627,0.000094665906,0.0021534977],"study_design_scores_gemma":[0.00036609173,0.00019426135,0.046757545,0.0003732036,0.0000211423,0.0000710702,0.0000033244987,0.9440555,0.0031137338,0.0018691485,0.0028830273,0.0002919465],"about_ca_topic_score_codex":0.0021228741,"about_ca_topic_score_gemma":0.001565198,"teacher_disagreement_score":0.049602166,"about_ca_system_score_codex":0.00014821878,"about_ca_system_score_gemma":0.00007448311,"threshold_uncertainty_score":0.59558606},"labels":[],"label_agreement":null},{"id":"W2168673732","doi":"10.1139/t04-110","title":"Analytical studies on the geotechnical performance of shell foundations","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Settlement (finance); Geotechnical engineering; Shell (structure); Bearing capacity; Finite element method; Conical surface; Engineering; Shallow foundation; Structural engineering; Bearing (navigation); Geology; Civil engineering; Mechanical engineering; Computer science","score_opus":0.023453479531612708,"score_gpt":0.23840890453746136,"score_spread":0.21495542500584866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2168673732","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9762659,0.0008092955,0.008880672,0.009632765,0.00066379557,0.00037535906,0.000024099489,0.0005093351,0.0028387995],"genre_scores_gemma":[0.9988654,0.00035292044,0.00018625394,0.00024678087,0.00022815057,0.000013020679,0.0000026772366,0.000031366937,0.00007343204],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984712,0.000033650827,0.0005823461,0.00014988618,0.00030969185,0.0004531958],"domain_scores_gemma":[0.99878514,0.00024510734,0.000054312415,0.00036600215,0.0001494336,0.00039999446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006776065,0.00019666646,0.0002702427,0.00024978985,0.00022848534,0.00004335026,0.0004183869,0.00021190994,0.00013445845],"category_scores_gemma":[0.0006203296,0.00014468675,0.00014791066,0.00046074472,0.00020916646,0.00011486647,0.000027674387,0.0010406902,0.00006977307],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003678841,0.000014397327,0.000015654503,0.000014471326,0.000043608004,0.000004118638,0.000027306189,0.98621124,0.000071464856,0.0063099144,0.0025342456,0.004749873],"study_design_scores_gemma":[0.0001403087,0.00012332661,0.00071197253,0.000099333316,0.000030373227,0.00009154277,0.000043073906,0.9606107,0.00034334743,0.00033251967,0.037270624,0.00020286496],"about_ca_topic_score_codex":0.00007026371,"about_ca_topic_score_gemma":0.00033293272,"teacher_disagreement_score":0.034736376,"about_ca_system_score_codex":0.0004673523,"about_ca_system_score_gemma":0.00014425044,"threshold_uncertainty_score":0.5900155},"labels":[],"label_agreement":null},{"id":"W2170318899","doi":"10.1061/41021(335)59","title":"Load Transfer Behavior of Full-Scale Instrumented Screw Anchors","year":2009,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Natural Resources; University of Alberta; Alberta Hospital Edmonton; Alberta Environment and Protected Areas","funders":"University of Alberta","keywords":"Strain gauge; Geotechnical engineering; Context (archaeology); Geology; Shear stress; Shear (geology); Structural engineering; Engineering; Materials science; Composite material","score_opus":0.005348823652513717,"score_gpt":0.18885332827218884,"score_spread":0.18350450461967513,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2170318899","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92452526,0.000077121746,0.06918157,0.00002948845,0.00007607762,0.000112537375,0.000004010241,0.00051963166,0.0054743304],"genre_scores_gemma":[0.99919945,0.00002592047,0.00065722223,0.000012166272,0.000011797109,0.000006823507,0.0000056423223,0.00001109689,0.00006988538],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994612,0.000003533117,0.00018179674,0.00008353754,0.0001314628,0.0001384954],"domain_scores_gemma":[0.9997704,0.000005262036,0.0000038465637,0.00013559754,0.000030652212,0.000054250442],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000048437574,0.000092279945,0.00012321219,0.000040805506,0.000011296124,0.0000058381397,0.00006781234,0.00007948616,0.00009837615],"category_scores_gemma":[0.0000052272467,0.00008827818,0.000048430033,0.00017607138,0.000012047349,0.000057633555,0.0000027144997,0.00008344197,0.000007903739],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016049895,0.00019108785,0.00031386697,0.00009485965,0.000018779085,0.0000025803456,0.000284589,0.5447427,0.36705223,0.0013952571,0.000283291,0.08560473],"study_design_scores_gemma":[0.0035250972,0.0012204901,0.15492061,0.0002644626,0.00021127131,0.000041261712,0.0002354697,0.5652148,0.26265156,0.00041586213,0.009597114,0.0017019648],"about_ca_topic_score_codex":0.000008052117,"about_ca_topic_score_gemma":0.000018023402,"teacher_disagreement_score":0.15460674,"about_ca_system_score_codex":0.00003389136,"about_ca_system_score_gemma":0.0000060453062,"threshold_uncertainty_score":0.35998797},"labels":[],"label_agreement":null},{"id":"W2171960903","doi":"10.1139/t03-075","title":"Compressive load response of granular piles reinforced with geogrids","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":135,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geogrid; Pile; Reinforcement; Geotechnical engineering; Composite number; Bearing capacity; Materials science; Structural engineering; Engineering; Composite material","score_opus":0.004924412057325238,"score_gpt":0.17719141226932208,"score_spread":0.17226700021199684,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2171960903","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7534493,0.00063182204,0.2437877,0.0006736014,0.00025518815,0.00027398302,0.000037917056,0.00043971752,0.00045075253],"genre_scores_gemma":[0.99890673,0.000061426006,0.0008562351,0.0000564316,0.000049497943,0.0000066153816,0.0000045479615,0.000036962425,0.000021560027],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99873495,0.000025362644,0.00036718385,0.00012459906,0.00031778563,0.00043008922],"domain_scores_gemma":[0.99882925,0.000054209406,0.000052061932,0.00026873915,0.00018263761,0.000613118],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036977677,0.00018215207,0.00025460232,0.00023039315,0.00010273091,0.000038279955,0.00027377505,0.00021365019,0.000039189716],"category_scores_gemma":[0.0002052421,0.0001610727,0.000089544556,0.00034680957,0.0001201006,0.00011230147,0.000013408406,0.00061381777,0.000009496166],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000069224494,0.000004532736,0.000011603617,0.000018236304,0.000019562183,0.00010231405,0.00004870354,0.9962576,0.0024177104,0.000449382,0.00014209564,0.00045905844],"study_design_scores_gemma":[0.0147411795,0.0035870154,0.041926295,0.0028030737,0.00036760265,0.0064637987,0.0005069828,0.8025966,0.03688771,0.004932402,0.0812574,0.0039299023],"about_ca_topic_score_codex":0.0021750485,"about_ca_topic_score_gemma":0.00069607055,"teacher_disagreement_score":0.24545741,"about_ca_system_score_codex":0.00057888456,"about_ca_system_score_gemma":0.0005305716,"threshold_uncertainty_score":0.65683544},"labels":[],"label_agreement":null},{"id":"W2173350583","doi":"10.1139/cgj-2012-0118","title":"Measurement of cyclic response of railway embankments and underlying soft peat foundations to heavy axle loads","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of Saskatchewan; Canadian Natural Resources","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Peat; Geotechnical engineering; Pore water pressure; Ditch; Geology; Levee; Finite element method; Overburden pressure; Stress (linguistics); Mire; Engineering; Structural engineering","score_opus":0.0234536749411063,"score_gpt":0.23068663684930865,"score_spread":0.20723296190820234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2173350583","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8814567,0.00042176156,0.116246186,0.0010594629,0.00020834016,0.00035918146,0.000011434678,0.00010515732,0.00013181313],"genre_scores_gemma":[0.99929535,0.000029263709,0.00054495654,0.000047431382,0.00002030794,0.000015070623,0.000001425896,0.000025582354,0.00002060732],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99874735,0.000044217195,0.0004528799,0.00012247115,0.00030220134,0.00033090307],"domain_scores_gemma":[0.9988492,0.0000601072,0.00004679098,0.00020760851,0.00020780279,0.00062849745],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006138423,0.00013668535,0.00022645139,0.0003410247,0.00009215513,0.000046044297,0.00017211043,0.00013585026,0.00008036207],"category_scores_gemma":[0.0005087065,0.00013996719,0.00006519167,0.00030450063,0.000052341027,0.00011833996,0.000022955865,0.00028799142,0.000011450772],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028161796,0.000027676482,0.00019313466,0.00008508441,0.00006262656,0.0000056355557,0.0001795406,0.9238858,0.05794234,0.00016367686,0.0012297605,0.01619653],"study_design_scores_gemma":[0.0038316194,0.001559017,0.3348947,0.0021399697,0.00023074842,0.00050882786,0.0008043435,0.6069829,0.014484414,0.0041560177,0.028311174,0.0020962635],"about_ca_topic_score_codex":0.0025877503,"about_ca_topic_score_gemma":0.0010298135,"teacher_disagreement_score":0.33470157,"about_ca_system_score_codex":0.0003845771,"about_ca_system_score_gemma":0.00016474198,"threshold_uncertainty_score":0.5707696},"labels":[],"label_agreement":null},{"id":"W2179123691","doi":"10.1680/jgeot.15.p.019","title":"Laboratory modelling of T-shaped soil–cement column for soft ground treatment under embankment","year":2015,"lang":"en","type":"article","venue":"Géotechnique","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Northwest Fisheries Science Center","keywords":"Geotechnical engineering; Levee; Consolidation (business); Settlement (finance); Column (typography); Soil cement; Geology; Pore water pressure; Environmental science; Engineering; Structural engineering","score_opus":0.04713722888399355,"score_gpt":0.23456559540457053,"score_spread":0.18742836652057698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2179123691","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.047363453,0.00023658239,0.95071703,0.000048921556,0.00013101955,0.000600131,0.000032562362,0.0007003025,0.00017001438],"genre_scores_gemma":[0.9886488,0.00007762889,0.010623912,0.000018806018,0.000048668084,0.00042559425,0.000034261604,0.000052600713,0.000069732836],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991305,0.000013164742,0.00029485117,0.0001703896,0.00015675307,0.00023436925],"domain_scores_gemma":[0.999439,0.000039189497,0.000037541366,0.00025589106,0.00012086929,0.0001075218],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022370204,0.00017911776,0.00023449112,0.000081641214,0.000030010095,0.000015250445,0.000096487995,0.00016789843,0.0000058558066],"category_scores_gemma":[0.00001591434,0.00018303616,0.00006918235,0.0001707394,0.000024020377,0.000064141976,0.000016858494,0.00007918602,0.0000029615817],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011112322,0.000060409093,0.0000037318712,0.000070321956,0.000030000383,4.799581e-7,0.00011830487,0.9930821,0.004012955,0.0014519537,0.00019394918,0.0009646836],"study_design_scores_gemma":[0.0005566768,0.00028499519,0.0000104587025,0.000038689283,0.000029235613,8.987524e-7,0.000058267826,0.973917,0.016854292,0.0023978015,0.0056337616,0.00021793597],"about_ca_topic_score_codex":0.0000638653,"about_ca_topic_score_gemma":0.000017947386,"teacher_disagreement_score":0.9412854,"about_ca_system_score_codex":0.0003885447,"about_ca_system_score_gemma":0.000054293785,"threshold_uncertainty_score":0.7463998},"labels":[],"label_agreement":null},{"id":"W2179986162","doi":"10.1016/j.sandf.2015.10.010","title":"Thermal conductivity of compacted fill with mine tailings and recycled tire particles","year":2015,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Goldcorp; National Research Foundation of Korea","keywords":"Thermal conductivity; Tailings; Compaction; Materials science; Geotechnical engineering; Mixing (physics); Thermal; Composite material; Environmental science; Geology; Metallurgy; Meteorology","score_opus":0.024550564423060684,"score_gpt":0.22184829901753783,"score_spread":0.19729773459447714,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2179986162","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99635136,0.0001262353,0.0026902917,0.00009504662,0.000022981569,0.00004358569,0.0000049177233,0.000094315306,0.00057126593],"genre_scores_gemma":[0.9995706,0.000013894968,0.0003564094,0.0000035472453,0.0000102947015,0.0000048871934,0.00001194591,0.000007936645,0.000020463885],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99972314,0.0000064729634,0.00008360204,0.00006237551,0.000051362313,0.00007302901],"domain_scores_gemma":[0.99978,0.00002894835,0.000014108156,0.00006801333,0.000046154855,0.00006274698],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000057587582,0.000057233978,0.0000899125,0.000022254106,0.000028710785,0.000016049085,0.000017827653,0.000030217296,0.00000422772],"category_scores_gemma":[0.000033294462,0.0000475075,0.000007315467,0.000089980276,0.000064116335,0.00009448961,0.0000059210433,0.000041414787,5.2182304e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010395335,0.0002581996,0.016832534,0.0004291411,0.00024269942,0.0000039684537,0.0053889453,0.75677764,0.06572689,0.018593976,0.00036846212,0.13527358],"study_design_scores_gemma":[0.0010095896,0.00016008457,0.030357935,0.00005134509,0.000046968147,0.000007324839,0.00040956328,0.96317244,0.0022770641,0.00059973856,0.0016719969,0.00023594778],"about_ca_topic_score_codex":0.0000801076,"about_ca_topic_score_gemma":0.00005734161,"teacher_disagreement_score":0.20639478,"about_ca_system_score_codex":0.000007857031,"about_ca_system_score_gemma":0.000008932232,"threshold_uncertainty_score":0.19372997},"labels":[],"label_agreement":null},{"id":"W2180377001","doi":"10.1139/cgj-2014-0547","title":"First application of cast-in-place concrete large-diameter pipe (PCC) pile-reinforced railway foundation: a field study","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Australian Research Council","keywords":"Pile; Geotechnical engineering; Foundation (evidence); Geogrid; Settlement (finance); Levee; Geosynthetics; Engineering; Tension (geology); Precast concrete; Structural engineering; Reinforcement; Civil engineering; Ultimate tensile strength; Materials science","score_opus":0.010951783573063997,"score_gpt":0.2156126490955978,"score_spread":0.2046608655225338,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2180377001","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31542647,0.00020029087,0.6802081,0.0009964021,0.0006930066,0.0010511207,0.000021505295,0.00034059968,0.0010625233],"genre_scores_gemma":[0.99933285,0.000017475375,0.00033233486,0.000079805846,0.00010746012,0.00003972305,0.000010936244,0.000033205244,0.0000462382],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984658,0.00003757464,0.0005892183,0.00017830083,0.00028170904,0.00044742864],"domain_scores_gemma":[0.9987056,0.00011675548,0.000073638126,0.00032972355,0.00015665854,0.0006176267],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074384536,0.00018623898,0.00029956352,0.00032382994,0.000075246804,0.000053662265,0.00029295334,0.00023408406,0.00007516795],"category_scores_gemma":[0.000464374,0.00019534405,0.00007714782,0.0004899087,0.000029804323,0.00016651882,0.000026151158,0.00062804885,0.000029863671],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017632985,0.000010382272,0.0004821522,0.00002753486,0.000022221984,0.000027934957,0.00026916436,0.9961616,0.00014940281,0.00026768807,0.0008862249,0.0016780634],"study_design_scores_gemma":[0.0016061959,0.00038027272,0.0014766108,0.00006647652,0.000028333507,0.00008686059,0.0003244382,0.96301985,0.00022707997,0.00013363619,0.03230156,0.00034868566],"about_ca_topic_score_codex":0.0045718476,"about_ca_topic_score_gemma":0.012835999,"teacher_disagreement_score":0.6839064,"about_ca_system_score_codex":0.0004706648,"about_ca_system_score_gemma":0.0002066913,"threshold_uncertainty_score":0.7965899},"labels":[],"label_agreement":null},{"id":"W2184224446","doi":"","title":"HELICAL SCREW PILES (HSP) CAPACITY FOR AXIAL CYCLIC LOADINGS IN COHESIVE SOILS","year":2007,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Western University","funders":"","keywords":"Pile; Geotechnical engineering; Engineering; Structural engineering; Retrofitting; Foundation (evidence); Soil water; Geology","score_opus":0.013517016394378262,"score_gpt":0.2191822085237715,"score_spread":0.20566519212939322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2184224446","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58314127,0.00004072042,0.41246432,0.000038361715,0.00013194632,0.00023561572,0.000005436629,0.00051947107,0.003422878],"genre_scores_gemma":[0.9961791,0.0000133689855,0.0035556995,0.00004191452,0.00009172576,0.000026396972,0.000009449156,0.000028026136,0.000054291864],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911344,0.000005083522,0.0002632267,0.00015565185,0.000105725034,0.00035689058],"domain_scores_gemma":[0.999577,0.00015843411,0.0000117510235,0.00012159585,0.000033205808,0.0000979988],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031239016,0.00013384783,0.0001779453,0.00010343014,0.000027644355,0.000018689188,0.000094065705,0.00016148758,0.000024912755],"category_scores_gemma":[0.00017639573,0.0001323409,0.000060517188,0.00020177981,0.000026781707,0.00007741469,0.000013077657,0.00015912422,0.000020097177],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057941514,0.00011986318,0.0007794264,0.00037770058,0.00003656004,0.000008123018,0.0004330646,0.90193367,0.038373113,0.029209878,0.0013459083,0.027324725],"study_design_scores_gemma":[0.0025009082,0.0002352553,0.0359544,0.0001630765,0.000031534586,0.000017528842,0.00016243194,0.8342087,0.09035568,0.004471894,0.030641329,0.0012572237],"about_ca_topic_score_codex":0.00006104563,"about_ca_topic_score_gemma":0.00016051895,"teacher_disagreement_score":0.41303787,"about_ca_system_score_codex":0.00009835178,"about_ca_system_score_gemma":0.000005809713,"threshold_uncertainty_score":0.53967047},"labels":[],"label_agreement":null},{"id":"W2188985989","doi":"","title":"Field Pull-Out Tests On Scrap Tire Arrangements","year":2000,"lang":"en","type":"article","venue":"ISRM International Symposium","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Scrap; Reinforcement; Geotextile; Geotechnical engineering; Engineering; Waste management; Structural engineering; Materials science; Mechanical engineering","score_opus":0.006357547316327559,"score_gpt":0.21999009052972987,"score_spread":0.2136325432134023,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2188985989","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5129042,0.0000758648,0.002662628,0.0033633043,0.003099264,0.00027894648,0.000035815185,0.0014422656,0.47613767],"genre_scores_gemma":[0.99604225,0.000078043944,0.00005785472,0.00029102413,0.00022851436,0.000025879708,0.000036144414,0.000025461115,0.003214798],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99928594,0.0000056877307,0.00016467154,0.0001472185,0.00023776661,0.00015873207],"domain_scores_gemma":[0.99970865,0.00004123575,0.00001094485,0.0001532993,0.00003033306,0.00005551411],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000048065747,0.00012413756,0.00008407576,0.000046083776,0.00003068833,0.0000403878,0.00019962521,0.00008214772,0.001181855],"category_scores_gemma":[0.000021049535,0.00012700322,0.0000514406,0.000068820984,0.000009016935,0.000086062646,0.000011268917,0.00013823382,0.0005793488],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000444417,0.00014471168,0.00066313567,0.000042214393,0.00011647607,0.000015006891,0.00026571166,0.844561,0.0082377,0.0015431303,0.015301956,0.12906453],"study_design_scores_gemma":[0.000952673,0.00027055905,0.0054848716,0.00019539054,0.000022296148,0.000010858203,0.00001435501,0.470959,0.007945002,0.00043595105,0.51308304,0.0006260029],"about_ca_topic_score_codex":0.000014850934,"about_ca_topic_score_gemma":0.000010370314,"teacher_disagreement_score":0.49778107,"about_ca_system_score_codex":0.00007605508,"about_ca_system_score_gemma":0.0000031328088,"threshold_uncertainty_score":0.9997312},"labels":[],"label_agreement":null},{"id":"W2192776077","doi":"10.1680/gein.15.00014","title":"Performance of three geogrid-reinforced soil walls before and after foundation failure","year":2015,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Ministry of Defense- Japan","keywords":"Geogrid; Geotechnical engineering; Bulkhead (partition); Reinforcement; Stiffness; Structural engineering; Geosynthetics; Geology; Foundation (evidence); Lateral earth pressure; Engineering","score_opus":0.007170986763063221,"score_gpt":0.19224139125988138,"score_spread":0.18507040449681816,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2192776077","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9874488,0.000020281128,0.010522897,0.00011824934,0.0003673393,0.000062267434,0.000011245074,0.00011807469,0.0013308099],"genre_scores_gemma":[0.999135,0.00002224294,0.00060376356,0.00000836481,0.000062033076,0.000014236192,0.000033843527,0.000015759555,0.00010473212],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993823,0.0000032034714,0.00019133303,0.00009003199,0.00022307094,0.00011006313],"domain_scores_gemma":[0.9996571,0.000012387735,0.000026701027,0.0001169839,0.00012977548,0.00005705276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011845707,0.00009582814,0.0000908913,0.000076518154,0.000013488447,0.000021646068,0.000105323896,0.000075097065,0.000079590056],"category_scores_gemma":[0.00005728868,0.00009444603,0.000025851978,0.00005975621,0.000039038085,0.00012752286,0.00004032513,0.00008946578,0.000025823329],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020838095,0.000008370647,0.0038195052,0.000056817393,0.00002628796,6.8542295e-7,0.00023402821,0.9831321,0.00040609532,0.0010999865,0.00006218773,0.011133048],"study_design_scores_gemma":[0.0002145127,0.000051511524,0.007869557,0.000040096966,0.000008911856,0.0000070599713,0.000017130287,0.9880723,0.00063840864,0.00030986016,0.0026681782,0.000102482714],"about_ca_topic_score_codex":0.0000070563547,"about_ca_topic_score_gemma":0.000073971925,"teacher_disagreement_score":0.011686189,"about_ca_system_score_codex":0.000046298974,"about_ca_system_score_gemma":0.000011584699,"threshold_uncertainty_score":0.38513973},"labels":[],"label_agreement":null},{"id":"W2200569374","doi":"10.2139/ssrn.1370247","title":"TTERRA-LM Sensitivity Tests: Falkenberg 2006","year":2008,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Impact","funders":"","keywords":"Sensitivity (control systems); Econometrics; Economics; Engineering","score_opus":0.005400703873100486,"score_gpt":0.18040505358259365,"score_spread":0.17500434970949316,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2200569374","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7940116,0.0018753743,0.20079853,0.00018454081,0.00036679188,0.000082737424,0.0000033624099,0.00066723727,0.0020098677],"genre_scores_gemma":[0.9967416,0.0024341983,0.00010190143,0.000023666387,0.00022761735,0.00000297888,0.0000039905453,0.00004130587,0.00042277135],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998011,0.000030296587,0.00021580647,0.00012079782,0.00019523618,0.0014268706],"domain_scores_gemma":[0.9996381,0.000041183113,0.000026821406,0.00015515587,0.00004771919,0.00009103985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000526234,0.00016413203,0.00016479977,0.00008749728,0.00014631277,0.000017900527,0.00009643917,0.00010716885,0.000012667499],"category_scores_gemma":[0.00007457323,0.00016067551,0.000088158326,0.0002138364,0.00003079627,0.00014401646,0.000013528501,0.0014596747,0.000047652855],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009987465,0.000062393345,0.0012987031,0.000022925513,0.00013096703,0.000058545647,0.00016782273,0.9666689,0.008189141,0.0075996434,0.001010342,0.014780604],"study_design_scores_gemma":[0.0040103598,0.0009810834,0.06504871,0.00020281771,0.00017502444,0.030735862,0.00083345675,0.77681035,0.0031689233,0.06728836,0.047322676,0.003422377],"about_ca_topic_score_codex":0.000033635977,"about_ca_topic_score_gemma":0.00019308693,"teacher_disagreement_score":0.20273,"about_ca_system_score_codex":0.00058180315,"about_ca_system_score_gemma":0.0001982228,"threshold_uncertainty_score":0.6552157},"labels":[],"label_agreement":null},{"id":"W2202971058","doi":"10.1680/jgeot.15.p.041","title":"Stability of multi-anchor soil walls after loss of toe support","year":2015,"lang":"en","type":"article","venue":"Géotechnique","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Ministry of Defense- Japan","keywords":"Foundation (evidence); Reinforcement; Geotechnical engineering; Structural engineering; Engineering; Bearing capacity; Ultimate tensile strength; Mechanically stabilized earth; Retaining wall; Load bearing; Rod; Materials science; Law","score_opus":0.019342190484805503,"score_gpt":0.2268631826658854,"score_spread":0.2075209921810799,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2202971058","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.67639047,0.0001109088,0.3216406,0.000029722381,0.0001333194,0.000304493,0.000043844597,0.0006901654,0.0006564697],"genre_scores_gemma":[0.99498075,0.000023191125,0.0048412057,0.000006792656,0.000017310382,0.0000666561,0.000009601899,0.000031169347,0.000023335195],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99906915,0.00002049588,0.00038752513,0.00014634452,0.00018342755,0.00019303277],"domain_scores_gemma":[0.9992791,0.00002643999,0.00004155777,0.0004065427,0.00014352836,0.000102856575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003933464,0.00014331554,0.00027339475,0.000071933566,0.000006279256,0.000004009308,0.00014698747,0.00021085709,0.000049270777],"category_scores_gemma":[0.00013027262,0.00014346997,0.00007947493,0.00021917016,0.000068992376,0.00007732676,0.000043203352,0.00017603004,0.000006051113],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018536528,0.00085650594,0.011762008,0.0028086563,0.00013803598,0.00003258106,0.003075205,0.7554506,0.20613758,0.0011398676,0.00200588,0.0164077],"study_design_scores_gemma":[0.0008880625,0.00032938027,0.009073253,0.000141978,0.000038987266,0.00001108669,0.00006645968,0.1288801,0.8549469,0.00093849254,0.004069436,0.00061588414],"about_ca_topic_score_codex":0.000053124735,"about_ca_topic_score_gemma":0.000025240543,"teacher_disagreement_score":0.6488093,"about_ca_system_score_codex":0.00007194485,"about_ca_system_score_gemma":0.000035096436,"threshold_uncertainty_score":0.5850535},"labels":[],"label_agreement":null},{"id":"W2206203161","doi":"10.1139/cgj-2014-0437","title":"Effect of support characteristics on the earth pressure in a jointed rock mass","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Daegu University","keywords":"Geotechnical engineering; Rock mass classification; Joint (building); Geology; Lateral earth pressure; Shear strength (soil); Stratum; Geological Strength Index; Stiffness; Direct shear test; Shear (geology); Parametric statistics; Finite element method; Discrete element method; Magnitude (astronomy); Structural engineering; Engineering; Soil water; Mechanics; Mathematics; Petrology; Soil science","score_opus":0.008434417652484828,"score_gpt":0.19429669543061653,"score_spread":0.18586227777813172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2206203161","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94704974,0.0004461452,0.042589825,0.0024638104,0.001703125,0.0011470336,0.00012573817,0.0005566447,0.003917936],"genre_scores_gemma":[0.99974334,0.00001783994,0.000020657553,0.00005261068,0.000068883564,0.000008937731,0.000004556813,0.000025822232,0.00005735893],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99893844,0.00007727437,0.00033624147,0.0000944629,0.00021800169,0.0003355743],"domain_scores_gemma":[0.9991503,0.0001465112,0.00003933532,0.00022020518,0.000062521045,0.0003811342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086489925,0.00014525124,0.00024253222,0.00018704566,0.0000336241,0.000030926167,0.0002401481,0.00018680531,0.00007392515],"category_scores_gemma":[0.0009827025,0.000105596264,0.000070411596,0.00026840132,0.000024194404,0.00004507571,0.000010881797,0.00081476633,0.000023773375],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020947507,0.0000074168956,0.00015238984,0.00003868266,0.00001923997,0.00005609022,0.00003976871,0.9947941,0.00044700425,0.00027090913,0.0019247994,0.0022286868],"study_design_scores_gemma":[0.0006522663,0.0008649408,0.0035031158,0.00026539544,0.00004216047,0.00015200838,0.000023270499,0.95204896,0.0018134018,0.000242109,0.040078193,0.00031415187],"about_ca_topic_score_codex":0.0003371252,"about_ca_topic_score_gemma":0.0002947244,"teacher_disagreement_score":0.05269359,"about_ca_system_score_codex":0.00012761026,"about_ca_system_score_gemma":0.00013480005,"threshold_uncertainty_score":0.43060908},"labels":[],"label_agreement":null},{"id":"W2219524445","doi":"10.1139/cgj-2014-0069","title":"Small to intermediate strain properties of fly ashes with various carbon and biomass contents","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Southern Company","keywords":"Fly ash; Void ratio; Oedometer test; Materials science; Stiffness; Carbon fibers; Coal; Biomass (ecology); Geotechnical engineering; Composite material; Waste management; Environmental science; Geology; Soil science; Soil water; Engineering","score_opus":0.023746386616234478,"score_gpt":0.17936920326938105,"score_spread":0.15562281665314656,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2219524445","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9917758,0.00041832877,0.0069663636,0.0002528685,0.00015540945,0.00015539558,0.000020700374,0.00011895449,0.00013619813],"genre_scores_gemma":[0.9996304,0.000016104359,0.00023048779,0.00003978488,0.000038325055,0.0000072635644,0.0000021567025,0.000023209906,0.0000122868205],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99914,0.000017925273,0.00025596487,0.00011544465,0.00015027093,0.00032038675],"domain_scores_gemma":[0.9987445,0.000011189091,0.000026796259,0.00013287473,0.00012077708,0.00096390257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021643413,0.00014342822,0.00021036336,0.00021141168,0.000029237757,0.00004443261,0.0001588856,0.00013105993,0.0000022351942],"category_scores_gemma":[0.00016742997,0.00011593199,0.000025914418,0.00018942697,0.00006965621,0.000046232744,0.00001944679,0.00030448288,0.0000016801947],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008388241,0.000038314945,0.0010877633,0.00026109233,0.00015821222,0.0002371257,0.0010864268,0.9395106,0.037356753,0.0001299845,0.00040452374,0.019645331],"study_design_scores_gemma":[0.005687936,0.0037937444,0.03291117,0.0025512215,0.00026682904,0.0027106288,0.0016114669,0.91249657,0.016784607,0.0009487411,0.017370893,0.0028661822],"about_ca_topic_score_codex":0.004369142,"about_ca_topic_score_gemma":0.0048315893,"teacher_disagreement_score":0.031823408,"about_ca_system_score_codex":0.00018968122,"about_ca_system_score_gemma":0.0001374921,"threshold_uncertainty_score":0.66048646},"labels":[],"label_agreement":null},{"id":"W2223008349","doi":"10.1061/(asce)gt.1943-5606.0001438","title":"Numerical Modeling of the SR-18 Geogrid Reinforced Modular Block Retaining Walls","year":2016,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":105,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geogrid; Stiffness; Structural engineering; Reinforcement; Mechanically stabilized earth; Nonlinear system; Geotechnical engineering; Modular design; Engineering; Computer science","score_opus":0.005597482151484732,"score_gpt":0.16363278837501632,"score_spread":0.1580353062235316,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2223008349","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94554615,0.0006550279,0.053194605,0.00016944473,0.00019336729,0.000102470956,0.0000043015366,0.00009484432,0.000039773648],"genre_scores_gemma":[0.99893236,0.00065228605,0.00026480525,0.000011985986,0.00007809106,0.000003617589,4.5277437e-7,0.000038420207,0.000017979617],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99851155,0.000013710128,0.00068543124,0.00013801335,0.00035915285,0.00029211285],"domain_scores_gemma":[0.999401,0.00008029535,0.000106491585,0.00024322273,0.000022504839,0.00014649805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029194984,0.00021961899,0.0003529415,0.000091212234,0.000042236057,0.0000121432595,0.0002619055,0.00017112344,0.000020468704],"category_scores_gemma":[0.00013039118,0.00013767053,0.00019256365,0.00016032136,0.000060409046,0.00017046295,0.00010197719,0.00037489508,0.0000017788474],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010676572,0.000010870931,0.000018521427,0.000045162138,0.000035697438,0.0000036294605,0.000017817894,0.97272015,0.025069112,0.00007556615,0.000009847925,0.0019829774],"study_design_scores_gemma":[0.0004431121,0.00011187172,0.0009889975,0.00030918396,0.000035511377,0.00012257657,0.000009557255,0.9914582,0.0056495545,0.00005311861,0.0006215731,0.00019676544],"about_ca_topic_score_codex":0.0000029404425,"about_ca_topic_score_gemma":6.5279075e-8,"teacher_disagreement_score":0.053386196,"about_ca_system_score_codex":0.00009934892,"about_ca_system_score_gemma":0.000007588554,"threshold_uncertainty_score":0.5614041},"labels":[],"label_agreement":null},{"id":"W2238278225","doi":"10.1139/cgj-2015-0590","title":"Experimental and large-scale field tests of grid-anchor system performance in increasing the ultimate bearing capacity of granular soils","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geogrid; Geotechnical engineering; Bearing capacity; Soil water; Geosynthetics; Settlement (finance); Grid; Grid system; Foundation (evidence); Granular material; Reinforcement; Engineering; Geology; Structural engineering; Soil science; Computer science; Law","score_opus":0.007070947736708465,"score_gpt":0.18970237402655168,"score_spread":0.18263142628984322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2238278225","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99116755,0.00029942323,0.008087581,0.00009245465,0.00011805369,0.00009470151,0.00001434006,0.000044141463,0.00008178493],"genre_scores_gemma":[0.9996624,0.00004508162,0.00021754202,0.000010627041,0.000041244544,0.0000056394406,5.1047294e-7,0.000015427084,0.000001521445],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990478,0.00003966393,0.00037192224,0.00009749065,0.00013557091,0.0003075379],"domain_scores_gemma":[0.9994081,0.00013718857,0.000050399223,0.00016625402,0.000039893865,0.00019813624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006977197,0.00011252983,0.00021162709,0.00013906845,0.000071716575,0.000014789207,0.00016478295,0.00013770587,0.00000848006],"category_scores_gemma":[0.00017209766,0.00007753838,0.000048277478,0.00015964563,0.00006301558,0.00010770927,0.000023330445,0.0002918529,7.3595083e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009746762,0.00009348436,0.04194345,0.0010217828,0.000075268355,0.000056858655,0.0013195393,0.59539855,0.33990875,0.001035266,0.00018720594,0.018862406],"study_design_scores_gemma":[0.001699423,0.00026230782,0.24971344,0.002567313,0.000039926344,0.00070556905,0.0005104001,0.6549762,0.08777514,0.00007926797,0.0010959981,0.0005750497],"about_ca_topic_score_codex":0.0016740132,"about_ca_topic_score_gemma":0.0008579795,"teacher_disagreement_score":0.2521336,"about_ca_system_score_codex":0.00020584297,"about_ca_system_score_gemma":0.000039538772,"threshold_uncertainty_score":0.31619233},"labels":[],"label_agreement":null},{"id":"W2239947180","doi":"10.1061/(asce)gm.1943-5622.0000632","title":"Vertical Facing Panel-Joint Gap Analysis for Steel-Reinforced Soil Walls","year":2016,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Stiffness; Structural engineering; Joint (building); Compression (physics); Bearing capacity; Geotechnical engineering; Parametric statistics; Precast concrete; Settlement (finance); Foundation (evidence); Bearing (navigation); Geology; Engineering; Materials science; Mathematics; Composite material; Computer science","score_opus":0.025934116647206747,"score_gpt":0.23085753233566148,"score_spread":0.20492341568845474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2239947180","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11997018,0.000048086622,0.8785645,0.00031632342,0.0008900029,0.00005506564,0.000020171514,0.000073148185,0.000062523075],"genre_scores_gemma":[0.9989219,0.00013253858,0.0006008036,0.000032049593,0.00018761173,0.0000051579173,0.0000063847024,0.000021799886,0.00009181125],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987477,0.00000926449,0.0005492455,0.00009521779,0.00040475588,0.00019379526],"domain_scores_gemma":[0.9991233,0.00013615347,0.000077472425,0.00011607629,0.00043972032,0.000107313725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032689964,0.00012725413,0.0002514767,0.00034357954,0.000021050422,0.000039199735,0.00027161828,0.00009997174,0.00006835486],"category_scores_gemma":[0.00034413364,0.00009432208,0.0003048736,0.00017601748,0.000008787873,0.00018016802,0.00003071087,0.00011550243,0.00001006531],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002814631,0.000011586128,0.000013018536,0.00001309587,0.00067783624,0.000007199764,0.0000457663,0.9272562,0.0601481,0.004943552,0.00007498875,0.0067804987],"study_design_scores_gemma":[0.0010261928,0.00012255087,0.00018957217,0.000100056626,0.00020092988,0.00003552471,0.00003091613,0.9721886,0.020897673,0.0021403453,0.0028515279,0.00021612279],"about_ca_topic_score_codex":0.0000027790763,"about_ca_topic_score_gemma":0.000003964844,"teacher_disagreement_score":0.87895167,"about_ca_system_score_codex":0.00020187016,"about_ca_system_score_gemma":0.000025066463,"threshold_uncertainty_score":0.3846343},"labels":[],"label_agreement":null},{"id":"W2263116395","doi":"10.1016/j.geotexmem.2016.01.002","title":"Direct shear tests on geosynthetic-encased granular columns","year":2016,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":101,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Geotechnical engineering; Shear (geology); Granular material; Materials science; Direct shear test; Shear strength (soil); Structural engineering; Geology; Engineering; Composite material","score_opus":0.005333696016478704,"score_gpt":0.17879843603687054,"score_spread":0.17346474002039183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2263116395","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99326515,0.00057614595,0.00055239256,0.0003948512,0.0002958152,0.00021181772,0.000051742158,0.0010288039,0.003623283],"genre_scores_gemma":[0.998869,0.0005486958,0.0000068883314,0.00003541776,0.0000703431,0.00002534905,0.0000056558883,0.000039363687,0.0003993134],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99906594,0.000016211949,0.00018596958,0.00024497515,0.00015513127,0.00033178934],"domain_scores_gemma":[0.9993708,0.0001872767,0.00001582362,0.0002687925,0.000027301048,0.00012997875],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012325316,0.00020577098,0.00022132673,0.00009242184,0.00008569433,0.000038489634,0.00009753951,0.00012423386,0.000115457566],"category_scores_gemma":[0.00008868407,0.00014897737,0.000059702368,0.00014141537,0.000064550244,0.00008189483,0.000020997504,0.000082879276,0.00009170737],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013091192,0.00003472274,0.000024518677,0.00014429893,0.000019689267,0.000013823762,0.000076704426,0.9278197,0.010606196,0.00056702556,0.00034153968,0.060338635],"study_design_scores_gemma":[0.0032561994,0.000721263,0.04933384,0.0011472137,0.00012354879,0.00010948949,0.00011621243,0.6169031,0.005535518,0.002431425,0.31783324,0.0024889174],"about_ca_topic_score_codex":0.000026349142,"about_ca_topic_score_gemma":0.000014458445,"teacher_disagreement_score":0.3174917,"about_ca_system_score_codex":0.000022017872,"about_ca_system_score_gemma":0.0000056983854,"threshold_uncertainty_score":0.6075121},"labels":[],"label_agreement":null},{"id":"W2267190613","doi":"10.14711/thesis-b1198344","title":"Constitutive modeling of anisotropic behavior in geomaterials : the role of fabric","year":2012,"lang":"en","type":"dissertation","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Anisotropy; Geotechnical engineering; Constitutive equation; Materials science; Geology; Engineering; Structural engineering; Physics; Finite element method; Optics","score_opus":0.007731302390423376,"score_gpt":0.21262870514357493,"score_spread":0.20489740275315155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2267190613","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98885846,0.0008791674,0.001562439,4.894512e-7,0.0002938977,0.00026806362,0.000062570216,0.00009703756,0.007977844],"genre_scores_gemma":[0.9994646,0.00005320334,0.000087405504,2.9180444e-7,0.0000165925,0.00006354911,0.00024863114,0.000020948464,0.00004481299],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993114,0.000010824793,0.0003673357,0.000075263415,0.00010661477,0.00012854979],"domain_scores_gemma":[0.9997041,0.00003151408,0.000048773916,0.0001468193,0.000050279425,0.000018499646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007295816,0.00012886043,0.00026266018,0.0000946033,0.0000098639275,0.0000041661738,0.00010518245,0.00019060189,0.000175982],"category_scores_gemma":[0.00003276157,0.00010198336,0.00005100679,0.00012879432,0.0000149348325,0.000041047366,0.00000755486,0.00010720357,0.0000026437583],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000059130025,0.000029926912,0.00014374043,0.00023802018,0.000015771819,1.9930768e-7,0.00038166664,0.9654605,0.029809829,0.0019576922,0.0000036454437,0.0019530953],"study_design_scores_gemma":[0.00026317954,0.00003980102,0.012563155,0.00035118626,0.00015781772,0.0000016557366,0.0018201898,0.9379459,0.045738626,0.0004983733,0.00020245991,0.00041765184],"about_ca_topic_score_codex":0.00025506734,"about_ca_topic_score_gemma":0.00012528348,"teacher_disagreement_score":0.027514597,"about_ca_system_score_codex":0.000027340424,"about_ca_system_score_gemma":0.000018500827,"threshold_uncertainty_score":0.41587606},"labels":[],"label_agreement":null},{"id":"W2273667697","doi":"10.1007/978-3-540-69313-0_58","title":"A Numerical Model for EPS Geofoam Seismic Buffers","year":2009,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Earthquake shaking table; Structural engineering; Displacement (psychology); Physical test; Wedge (geometry); Geotechnical engineering; Deformation (meteorology); Engineering; Geology; Mechanics; Mathematics; Geometry; Physics","score_opus":0.013207425975616282,"score_gpt":0.1938621322597248,"score_spread":0.1806547062841085,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2273667697","genre_codex":"methods","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0000046493105,0.00023823947,0.7499441,0.00006236419,0.00011415808,0.00025907435,0.000020757452,0.0011883902,0.24816827],"genre_scores_gemma":[0.11837486,0.00044428612,0.008884529,0.0002859851,0.0002818539,0.00008904879,0.00026013702,0.00038561053,0.8709937],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990351,0.0000011439888,0.0002779032,0.00024510926,0.00014661481,0.00029412695],"domain_scores_gemma":[0.9995115,0.000037689577,0.00002200716,0.000275025,0.00004269482,0.00011110617],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000058821803,0.00033727117,0.0003514727,0.0000938579,0.000028902097,0.000017485541,0.00014117565,0.0004938104,0.000057815672],"category_scores_gemma":[0.000016036924,0.0003411318,0.00019914271,0.000022835638,0.000014103737,0.000038248654,0.000011762478,0.00029851854,0.00005072281],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000027441697,0.0000038021994,1.9496486e-8,0.00008650822,0.000023117065,7.6172995e-7,0.000011360172,0.955412,0.0000080870095,0.023046682,0.0033315201,0.018073434],"study_design_scores_gemma":[0.00013444743,0.000033209537,7.220364e-7,0.000043404616,0.000031469586,0.000002607154,4.704209e-7,0.9200686,0.000009080655,0.016757846,0.06254399,0.00037413675],"about_ca_topic_score_codex":0.0000029107919,"about_ca_topic_score_gemma":0.0000010986288,"teacher_disagreement_score":0.74105954,"about_ca_system_score_codex":0.000115118906,"about_ca_system_score_gemma":0.000018162636,"threshold_uncertainty_score":0.9999041},"labels":[],"label_agreement":null},{"id":"W2274134147","doi":"","title":"Design of Fuel Tank Foundations on Soft Clay Deposit","year":2007,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Rogers Communications (Canada)","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Foundation (evidence); Settlement (finance); Engineering; Frost heaving; Bearing capacity; Environmental science","score_opus":0.008171981632910963,"score_gpt":0.20643974006045698,"score_spread":0.19826775842754601,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2274134147","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08504025,0.00080122484,0.91356254,0.000009083597,0.0004194653,0.000058720303,0.0000010494772,0.000073001174,0.000034652538],"genre_scores_gemma":[0.99485654,0.0003350058,0.004663888,0.0000054341353,0.0000964351,0.0000011097429,0.0000011314904,0.000036723246,0.0000037438733],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909985,0.0000054708435,0.00044592042,0.000075201715,0.0001879346,0.00018564402],"domain_scores_gemma":[0.99944013,0.00016175177,0.00007257329,0.00011234667,0.000093331655,0.000119854725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041951964,0.00017290446,0.00026302793,0.00024623272,0.000029672454,0.000017987495,0.00011145173,0.00010508524,0.000004012896],"category_scores_gemma":[0.00017186113,0.00014461031,0.000070610375,0.00027420913,0.0000017474159,0.000109174136,0.000017099825,0.00026229295,9.270534e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011300659,0.000015924523,0.000012506433,0.00012521689,0.00003772534,0.0000060658067,0.00011355875,0.96159494,0.03651994,0.0006355769,0.000009753723,0.0009175182],"study_design_scores_gemma":[0.00027970405,0.00014479902,0.0002946969,0.00014159574,0.000023415398,0.00006668688,0.00001350122,0.9961481,0.001984039,0.0006436554,0.00011387025,0.00014595584],"about_ca_topic_score_codex":0.0000010587638,"about_ca_topic_score_gemma":5.762263e-7,"teacher_disagreement_score":0.90981627,"about_ca_system_score_codex":0.00005432867,"about_ca_system_score_gemma":0.000009696163,"threshold_uncertainty_score":0.58970374},"labels":[],"label_agreement":null},{"id":"W2280191847","doi":"","title":"Keynote Lecture - Geotechnical Engineering Of The Stability Of Natural Slopes, And Cuts And Fills In Soil","year":2000,"lang":"en","type":"article","venue":"ISRM International Symposium","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Geotechnical engineering; Natural (archaeology); Geology; Slope stability; Geotechnical investigation; Engineering geology","score_opus":0.0025983727349563894,"score_gpt":0.17237186354191877,"score_spread":0.16977349080696238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2280191847","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978192,0.00028880115,0.0008547736,0.00023534102,0.00018532552,0.00010397123,0.000017572083,0.00006141194,0.00043362513],"genre_scores_gemma":[0.9996251,0.00015778004,0.00014323264,0.0000093638155,0.00002123033,0.0000063345738,0.0000047384924,0.00001221525,0.00002004305],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99934715,0.000010458594,0.00025345897,0.00012297758,0.00015754726,0.00010838936],"domain_scores_gemma":[0.9997184,0.00007031962,0.000021413769,0.00013025418,0.000032587322,0.000026979329],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001102614,0.0001039555,0.00014215674,0.00004010623,0.000010872309,0.000009366487,0.00013696017,0.00009202652,0.0000334291],"category_scores_gemma":[0.000064243264,0.00008561231,0.000036116322,0.00013086831,0.000049329607,0.000069890215,0.00004055892,0.00020242279,3.5670624e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013410067,0.000021421874,0.0014613767,0.00009376717,0.000018459139,5.597779e-7,0.0001667039,0.9506935,0.043664396,0.00027604884,0.000010693904,0.0035796768],"study_design_scores_gemma":[0.00048005438,0.00002711098,0.06566247,0.00015744686,0.000011128803,0.000015634416,0.000007689357,0.89939725,0.031343963,0.00017234664,0.0025309098,0.00019397741],"about_ca_topic_score_codex":0.000072951654,"about_ca_topic_score_gemma":0.00003436807,"teacher_disagreement_score":0.064201094,"about_ca_system_score_codex":0.00004281658,"about_ca_system_score_gemma":0.0000060463717,"threshold_uncertainty_score":0.34911686},"labels":[],"label_agreement":null},{"id":"W2281848794","doi":"","title":"Assessing the hydraulic conductivity beneath clay-lined earthen manure storages","year":2005,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Manitoba","funders":"","keywords":"Permeameter; Hydraulic conductivity; Manure; Geotechnical engineering; Environmental science; Environmental engineering; Geology; Soil science; Soil water; Agronomy","score_opus":0.016898409885190462,"score_gpt":0.24687867581152986,"score_spread":0.2299802659263394,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2281848794","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.888173,0.00030359393,0.09510709,0.0010946927,0.00022068345,0.00014783384,0.0000018086141,0.0013811268,0.0135701895],"genre_scores_gemma":[0.9983565,0.000019569896,0.00094972015,0.000073262745,0.00017397833,0.00001133133,0.000005583801,0.00002701923,0.0003830254],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993745,0.000020454456,0.00014297807,0.00012679781,0.00013310276,0.00020218367],"domain_scores_gemma":[0.99959,0.00006897445,0.000013070277,0.0002542189,0.000022806718,0.00005096024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018228583,0.00013137588,0.000118110394,0.000033600685,0.000085759166,0.00009174869,0.00012480484,0.00009278664,0.00009167439],"category_scores_gemma":[0.000037971447,0.000092601804,0.000047919126,0.00014678983,0.000025908063,0.00027960795,0.000020465866,0.00022095999,0.000041932006],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[3.8657438e-7,0.000011618149,0.000046926583,0.000012631125,0.000010964884,5.7397034e-7,0.00008268124,0.9783526,0.0032367036,0.0004497246,0.00040781364,0.017387388],"study_design_scores_gemma":[0.00015454447,0.000011800992,0.005022248,0.000012538917,0.000013630003,0.000006195214,0.00007981046,0.96108556,0.0046601566,0.00013302903,0.028622154,0.00019835233],"about_ca_topic_score_codex":0.000013894547,"about_ca_topic_score_gemma":0.000018171697,"teacher_disagreement_score":0.11018353,"about_ca_system_score_codex":0.000046802626,"about_ca_system_score_gemma":0.0000073764036,"threshold_uncertainty_score":0.3776192},"labels":[],"label_agreement":null},{"id":"W2281995817","doi":"10.1139/cgj-2014-0264","title":"Study on the applicability of a retaining wall using batter piles in clay","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Lateral earth pressure; Retaining wall; Front (military); Excavation; Displacement (psychology); Engineering; Finite element method; Structural engineering; Geology; Mechanical engineering","score_opus":0.025340504488188805,"score_gpt":0.22395658271652388,"score_spread":0.19861607822833507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2281995817","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98526096,0.00002945161,0.013218087,0.00089272874,0.00007191122,0.00024487427,0.0000053825656,0.00006431523,0.00021229488],"genre_scores_gemma":[0.9997891,0.000007780457,0.000049090348,0.00006896412,0.00004448696,0.000012592731,2.2480992e-7,0.0000240229,0.0000037441255],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99882,0.00007002179,0.00041756773,0.00014365176,0.0001899411,0.00035879452],"domain_scores_gemma":[0.99915063,0.00021911066,0.00003815759,0.00031796648,0.00004400088,0.00023011265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00084966316,0.00013680683,0.00020467161,0.00019074653,0.00006531995,0.000021337753,0.0002804825,0.00013735192,0.000057323137],"category_scores_gemma":[0.0003004932,0.00008312208,0.00006924457,0.0002854408,0.000064586995,0.000055510267,0.000018421011,0.00050860486,0.000005838036],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012631786,0.00007445494,0.00579087,0.000016119498,0.00003373622,0.000055484972,0.0002571349,0.97527754,0.006134469,0.0005027489,0.00021031214,0.011634467],"study_design_scores_gemma":[0.003910839,0.0012542297,0.28811964,0.0016593487,0.00012120144,0.000400744,0.0016434728,0.6800996,0.0035846282,0.006945674,0.0103116585,0.0019489583],"about_ca_topic_score_codex":0.00086485705,"about_ca_topic_score_gemma":0.0014081091,"teacher_disagreement_score":0.29517797,"about_ca_system_score_codex":0.00044463837,"about_ca_system_score_gemma":0.00008568889,"threshold_uncertainty_score":0.33896202},"labels":[],"label_agreement":null},{"id":"W2285052926","doi":"10.1680/jenge.15.00040","title":"Environmental assessment of earth retaining wall structures","year":2016,"lang":"en","type":"article","venue":"Environmental Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Universitat Politècnica de Catalunya","keywords":"Retaining wall; Sustainability; Life-cycle assessment; Cantilever; Engineering; Civil engineering; Environmental impact assessment; Geotechnical engineering; Environmental science; Structural engineering","score_opus":0.004488945961288605,"score_gpt":0.18165601501103018,"score_spread":0.17716706904974158,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2285052926","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9435275,0.00024999905,0.054767463,0.000032039494,0.00011273088,0.00018761128,0.00007125013,0.00039074334,0.00066063623],"genre_scores_gemma":[0.99760324,0.00048169112,0.0017026204,0.000012208438,0.000022941502,0.000016224962,0.000020110016,0.00005155911,0.00008943537],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99887353,0.00001679881,0.00031806933,0.00021596435,0.0002995097,0.0002761039],"domain_scores_gemma":[0.9994609,0.000043187578,0.0000484913,0.00036032917,0.0000012841505,0.000085858876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011879265,0.00021148937,0.00020430755,0.00006909235,0.00003993182,0.000006921649,0.00018209663,0.00016375835,0.00034287316],"category_scores_gemma":[0.000008580697,0.0001716683,0.00008693805,0.000059854014,0.00011194809,0.000108555585,0.000076921046,0.00016804204,0.000020278576],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004615969,0.00006477243,0.002417802,0.0000380491,0.000046431305,0.0000046930795,0.00006503509,0.37149647,0.5749367,0.0008352592,0.00003901233,0.050051138],"study_design_scores_gemma":[0.00257749,0.0006232642,0.3995686,0.00021542827,0.00011929297,0.000061419916,0.00025325787,0.35483935,0.18413708,0.002643878,0.052978218,0.0019827518],"about_ca_topic_score_codex":0.0000015137705,"about_ca_topic_score_gemma":4.4387482e-7,"teacher_disagreement_score":0.39715078,"about_ca_system_score_codex":0.0001227624,"about_ca_system_score_gemma":0.00000477943,"threshold_uncertainty_score":0.700043},"labels":[],"label_agreement":null},{"id":"W2285451907","doi":"10.1016/j.geotexmem.2015.12.004","title":"A three-dimensional finite element approach for modeling biaxial geogrid with application to geogrid-reinforced soils","year":2016,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":97,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geogrid; Geotechnical engineering; Finite element method; Subgrade; Ultimate tensile strength; Materials science; Structural engineering; Geology; Engineering; Composite material; Reinforcement","score_opus":0.0074849451171871825,"score_gpt":0.18780904304348606,"score_spread":0.1803240979262989,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2285451907","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17614338,0.00011657713,0.8224516,0.00018959856,0.000052400734,0.0006250184,0.00004569303,0.00033215518,0.00004361117],"genre_scores_gemma":[0.99774814,0.00004305446,0.0013212464,0.00006298959,0.00014826222,0.00049197196,0.000081349346,0.00004769783,0.00005528787],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99880266,0.000004160857,0.0002703783,0.00033251045,0.00019452766,0.00039574062],"domain_scores_gemma":[0.99940217,0.00008590399,0.00002672456,0.00024180554,0.00008875831,0.0001546131],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016666685,0.0002412603,0.0002323093,0.00011682776,0.00011664571,0.000042097865,0.00011274303,0.000110037254,0.000011277982],"category_scores_gemma":[0.000027797145,0.00016663494,0.00005519249,0.00016282425,0.000027166676,0.000115622504,0.000040930277,0.00006805326,0.000009167766],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052921732,0.000009857086,0.000004331299,0.00013869035,0.000025155477,2.5016223e-7,0.000034426575,0.97191745,0.0017418045,0.00036706062,0.000041780146,0.025666257],"study_design_scores_gemma":[0.00070472556,0.0001223652,0.000087586064,0.000053589123,0.000022476777,0.0000049482605,0.000013681645,0.9964102,0.000099804856,0.00016198367,0.0020134335,0.00030522764],"about_ca_topic_score_codex":0.00006182275,"about_ca_topic_score_gemma":0.000032262316,"teacher_disagreement_score":0.8216047,"about_ca_system_score_codex":0.000027929562,"about_ca_system_score_gemma":0.0000133719395,"threshold_uncertainty_score":0.67951757},"labels":[],"label_agreement":null},{"id":"W2287074555","doi":"10.1680/ecsmge.60678.vol5.378","title":"Sustainability assessment of earth retaining wall structures: preliminary model and simplified application","year":2015,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Sustainability; Retaining wall; Function (biology); Cantilever; Constructive; Engineering; Computer science; Civil engineering; Risk analysis (engineering); Structural engineering; Business; Ecology","score_opus":0.014259340230440641,"score_gpt":0.2539944162254754,"score_spread":0.23973507599503477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2287074555","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41579497,0.00004129724,0.58225447,0.00004266585,0.0000117149475,0.00017125036,0.0000014034183,0.00024222478,0.0014400311],"genre_scores_gemma":[0.99429625,0.000006940119,0.0056142416,0.0000059901754,0.000006543277,0.00002174317,0.000010246442,0.000013667965,0.000024373287],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994445,0.000009747717,0.00018249605,0.0001249034,0.00012007442,0.00011828289],"domain_scores_gemma":[0.99955636,0.00002948729,0.000018605057,0.0002008475,0.00011383056,0.00008085666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019761798,0.000088553476,0.0001244588,0.000038917442,0.000015564838,0.00000898813,0.00005665621,0.00007848711,0.0000014745833],"category_scores_gemma":[0.000068391084,0.00008313129,0.00001723489,0.000095303476,0.000023641112,0.00007013449,0.000028215418,0.0000926016,1.5874386e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000040112523,0.0000074917148,0.00032866845,0.00011393079,0.000004793616,9.761751e-8,0.00014139511,0.9846037,0.00039962333,0.01111586,0.000015980568,0.0032644207],"study_design_scores_gemma":[0.0001572732,0.0000502786,0.0073372084,0.0000036338156,0.0000072808807,8.7599443e-7,0.00013859033,0.98213905,0.00019699923,0.009782434,0.00009998658,0.000086358516],"about_ca_topic_score_codex":0.000019497276,"about_ca_topic_score_gemma":0.000004829266,"teacher_disagreement_score":0.5785013,"about_ca_system_score_codex":0.000047082463,"about_ca_system_score_gemma":0.000037717724,"threshold_uncertainty_score":0.33899954},"labels":[],"label_agreement":null},{"id":"W228793139","doi":"10.3233/978-1-60750-031-5-700","title":"Variation of soil density and earth pressure due to strip compaction","year":2009,"lang":"en","type":"book-chapter","venue":"IOS Press eBooks","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Compaction; Variation (astronomy); Lateral earth pressure; Earth (classical element); Soil compaction; Geology; Geotechnical engineering; Bulk density; Environmental science; Soil science; Soil water; Physics; Astronomy","score_opus":0.012383016702163536,"score_gpt":0.18778181598621888,"score_spread":0.17539879928405533,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W228793139","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012437888,0.0014344477,0.10060045,0.000025423595,0.00085245416,0.0017178969,0.00016523908,0.0018097436,0.8809565],"genre_scores_gemma":[0.94066393,0.00004496425,0.0003177727,0.00001380647,0.00013174806,0.000010195419,0.000026970505,0.000071239905,0.058719344],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99924284,0.000007957385,0.00024901348,0.0001894225,0.00018027512,0.00013046025],"domain_scores_gemma":[0.9995033,0.000029759178,0.000055388493,0.00024979952,0.00007342529,0.0000883279],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007472024,0.0002177912,0.00032105576,0.00008539501,0.00002604628,0.00002242531,0.000072271985,0.00032643482,0.000005208278],"category_scores_gemma":[0.000017208507,0.00024158088,0.000049758837,0.00000727332,0.000016767917,0.000032160748,0.000026150832,0.00024851484,0.000002113144],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021830907,0.000009013156,4.9599663e-7,0.0004839064,0.000112721296,0.000004561609,0.00028999033,0.9399696,0.0021531773,0.022001805,0.00012719422,0.034825724],"study_design_scores_gemma":[0.0011457403,0.0004265132,0.007934417,0.0013431538,0.00069548044,0.000053356995,0.0000054367215,0.6745123,0.010133682,0.008427076,0.29343694,0.0018858841],"about_ca_topic_score_codex":0.000060790284,"about_ca_topic_score_gemma":0.000025188563,"teacher_disagreement_score":0.92822605,"about_ca_system_score_codex":0.00001846442,"about_ca_system_score_gemma":0.000008684991,"threshold_uncertainty_score":0.9851383},"labels":[],"label_agreement":null},{"id":"W2289499819","doi":"10.1680/ecsmge.60678.vol7.604","title":"Numerical study of the use of actively-tensioned polymeric strips for reinforced soil walls","year":2015,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Reinforcement; Precast concrete; Structural engineering; STRIPS; Tension (geology); Mechanically stabilized earth; Geotechnical engineering; Retaining wall; Engineering; Materials science; Ultimate tensile strength; Composite material","score_opus":0.058256127841271876,"score_gpt":0.22958257562617448,"score_spread":0.1713264477849026,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2289499819","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92993444,0.000013941875,0.06914319,0.000020729027,0.00014237581,0.00041213128,0.000004345662,0.00015672874,0.00017212123],"genre_scores_gemma":[0.9994871,0.000001406809,0.00031651565,0.0000065610197,0.000008057647,0.000018187984,0.0000019471986,0.000017884098,0.00014234538],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993569,0.000018624256,0.00025171012,0.00008256382,0.00017189681,0.00011827533],"domain_scores_gemma":[0.9994385,0.0001156547,0.00004002277,0.0002449278,0.00010738631,0.00005349179],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009137054,0.00009174459,0.00018896625,0.000037894784,0.000018728391,0.0000054156344,0.00010577851,0.00005743936,0.0000039404777],"category_scores_gemma":[0.00032168181,0.00006318123,0.00005708455,0.00026572513,0.000016288372,0.00007057256,0.000024885263,0.00007998541,6.7232077e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019665684,0.00004224867,0.000058896632,0.000021452006,0.00002398935,6.447426e-8,0.00022071048,0.99291396,0.005921854,0.00015222181,0.00016555753,0.00045940117],"study_design_scores_gemma":[0.00077646424,0.0002609243,0.0021899422,0.000012432074,0.000024273966,6.860583e-7,0.00031597874,0.97803664,0.017888168,0.000010851059,0.00038020167,0.00010346019],"about_ca_topic_score_codex":0.00020644905,"about_ca_topic_score_gemma":0.000004476362,"teacher_disagreement_score":0.06955266,"about_ca_system_score_codex":0.000026180216,"about_ca_system_score_gemma":0.00002092217,"threshold_uncertainty_score":0.25764558},"labels":[],"label_agreement":null},{"id":"W2291213350","doi":"10.1680/jphmg.15.00003","title":"CPT-induced change of lateral earth pressure in modeling test","year":2015,"lang":"en","type":"article","venue":"International Journal of Physical Modelling in Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Penetrometer; Lateral earth pressure; Centrifuge; Cone penetration test; Geotechnical engineering; Geology; Residual; Penetration test; Penetration (warfare); Materials science; Soil science; Engineering; Soil water; Physics; Mathematics","score_opus":0.04773099599753827,"score_gpt":0.2554997691620906,"score_spread":0.20776877316455233,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2291213350","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85407007,0.00015777574,0.14527394,0.00005872548,0.00025697364,0.000078664445,0.0000059938143,0.000046515815,0.000051323863],"genre_scores_gemma":[0.99890774,0.000056697285,0.00078788406,0.0000070000324,0.00020629632,0.000005262158,0.000002765903,0.00002356291,0.0000027816857],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998683,0.000014819483,0.00052932056,0.00009653778,0.000515217,0.00016114191],"domain_scores_gemma":[0.99939764,0.000067390465,0.000090062225,0.00010555882,0.0002679054,0.00007143811],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032217958,0.00012831084,0.00026793542,0.00030372103,0.000004643919,0.00001913208,0.00037483644,0.00011451925,9.967855e-7],"category_scores_gemma":[0.00009734296,0.00012666162,0.00008545321,0.00021951631,0.000012526262,0.00025630093,0.000042637635,0.0004815002,0.00000115903],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018559262,0.0001385162,0.00014782768,0.000022509532,0.000015374393,0.000011530556,0.0005538855,0.9962458,0.001672948,0.00032802406,0.0000014016865,0.00084363687],"study_design_scores_gemma":[0.000491277,0.00009124429,0.00007463448,0.0002604227,0.000007978429,0.0000062682698,0.000013533567,0.99497753,0.00085144595,0.003040266,0.00007310849,0.000112302216],"about_ca_topic_score_codex":0.00008920594,"about_ca_topic_score_gemma":0.000007970663,"teacher_disagreement_score":0.14483766,"about_ca_system_score_codex":0.000077570134,"about_ca_system_score_gemma":0.000025299696,"threshold_uncertainty_score":0.5165111},"labels":[],"label_agreement":null},{"id":"W2292247556","doi":"10.1007/s10518-016-9871-1","title":"The near-field method: a modified equivalent linear method for dynamic soil–structure interaction analysis. Part II: verification and example application","year":2016,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Hydrogeology; Field (mathematics); Computer science; Geology; Mathematics; Geotechnical engineering","score_opus":0.010270103828865585,"score_gpt":0.2476432184708543,"score_spread":0.2373731146419887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2292247556","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07826253,0.00018453444,0.92018306,0.0005986718,0.00017689275,0.0003080893,0.000019847801,0.00024366617,0.000022685112],"genre_scores_gemma":[0.95159686,0.0001253203,0.047934555,0.000011642926,0.00005826615,0.00012955946,0.000026039786,0.000040492898,0.00007728168],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989514,0.00002976005,0.00036543404,0.0002663163,0.00014226612,0.00024482407],"domain_scores_gemma":[0.998568,0.00082168716,0.0000783036,0.00036738088,0.00008130951,0.00008331599],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050562934,0.00019172355,0.00025983588,0.00010316851,0.00012242555,0.000029968105,0.00013142594,0.00014548968,0.000018887817],"category_scores_gemma":[0.00042517346,0.00014445852,0.00011792187,0.000253327,0.000018560435,0.00003960274,0.000033529082,0.00013746218,0.0000018381998],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017663446,0.0000065404515,0.000006952445,0.00007820445,0.000117753705,6.480433e-8,0.000058750924,0.91067237,0.015505841,0.0010401795,0.00011560601,0.072380066],"study_design_scores_gemma":[0.00023738087,0.000053161322,0.00079456874,0.000033465672,0.00010570563,0.00000216029,0.000012192322,0.9095057,0.0047257487,0.00007307749,0.08429021,0.00016662138],"about_ca_topic_score_codex":0.000044721393,"about_ca_topic_score_gemma":0.000023373488,"teacher_disagreement_score":0.8733343,"about_ca_system_score_codex":0.000043079453,"about_ca_system_score_gemma":0.000008512163,"threshold_uncertainty_score":0.58908474},"labels":[],"label_agreement":null},{"id":"W2301447040","doi":"10.5216/reec.v9i3.32031","title":"Práticas executivas de redes coletoras de esgoto sanitário","year":2014,"lang":"pt","type":"article","venue":"REEC - Revista Eletrônica de Engenharia Civil","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Discovery Air (Canada)","funders":"","keywords":"Humanities; Physics; Art","score_opus":0.00825203350481969,"score_gpt":0.22204840312554897,"score_spread":0.2137963696207293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2301447040","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11280128,0.009159501,0.8560273,0.0008463447,0.000804607,0.0014704382,0.00011165412,0.0025674908,0.016211353],"genre_scores_gemma":[0.99182916,0.0012523929,0.003875281,0.00021547059,0.0008794195,0.00014628156,0.000046074412,0.00032673797,0.001429156],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9947489,0.0005345073,0.0011988025,0.000933199,0.0006063382,0.0019782428],"domain_scores_gemma":[0.996017,0.00091891014,0.00022960355,0.0016504062,0.0001955219,0.0009885498],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0028977636,0.00089041697,0.001105523,0.00026600275,0.00031091637,0.0005015715,0.0009912053,0.0010748283,0.0006094499],"category_scores_gemma":[0.004553053,0.0010305406,0.00046543745,0.00095631514,0.00015637181,0.00019527863,0.00023798633,0.0015688755,0.00031244676],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000332444,0.0014058927,0.002715273,0.012010799,0.0017748396,0.00035318793,0.0057287845,0.45812008,0.11601026,0.29995552,0.05959656,0.04199637],"study_design_scores_gemma":[0.0017081873,0.0005263725,0.007835792,0.0019579818,0.0007598357,0.00018665423,0.00020379575,0.4990468,0.0029017047,0.001756186,0.4807346,0.0023820912],"about_ca_topic_score_codex":0.0001772018,"about_ca_topic_score_gemma":0.00013106153,"teacher_disagreement_score":0.8790279,"about_ca_system_score_codex":0.0017802712,"about_ca_system_score_gemma":0.0004555335,"threshold_uncertainty_score":0.9992145},"labels":[],"label_agreement":null},{"id":"W2308317581","doi":"10.37099/mtu.dc.etdr/3","title":"CHARACTERIZING RAIL EMBANKMENT STABILIZATION NEEDS ON THE HUDSON BAY RAILWAY","year":2015,"lang":"en","type":"dissertation","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bay; Destinations; Mile; Levee; Port (circuit theory); Geography; Transport engineering; Civil engineering; Engineering; Archaeology; Cartography; Tourism; Geodesy","score_opus":0.014390453297923931,"score_gpt":0.22083297008461672,"score_spread":0.2064425167866928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2308317581","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7825403,0.0007346707,0.006524961,0.00055122515,0.006217344,0.0018965536,0.000049198916,0.0042805225,0.1972052],"genre_scores_gemma":[0.9914801,0.00018127153,0.000050700317,0.000089698566,0.00022523587,0.00018803014,0.0016779372,0.00017272266,0.0059343046],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984044,0.00004163165,0.00044590794,0.00025352437,0.0005108412,0.00034369258],"domain_scores_gemma":[0.9990584,0.00010407986,0.00007542689,0.0004920259,0.00015412405,0.00011590674],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004030622,0.00043691465,0.00033522394,0.00023666877,0.00009616838,0.000112028116,0.00027004574,0.00043595416,0.0003653527],"category_scores_gemma":[0.0001808042,0.00032734123,0.00011531638,0.0004996697,0.000013939025,0.00010517584,0.000014742019,0.0005195902,0.00015606808],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001003727,0.00017734426,0.000036404173,0.001372541,0.00025700114,0.0000045096763,0.008092982,0.89639217,0.02199549,0.020164682,0.01958547,0.031821057],"study_design_scores_gemma":[0.0016319996,0.0005672299,0.0050928914,0.0020565977,0.0003163288,0.0000070614074,0.01046678,0.69215053,0.031806853,0.0024279035,0.24936493,0.004110894],"about_ca_topic_score_codex":0.00001109259,"about_ca_topic_score_gemma":0.000052420495,"teacher_disagreement_score":0.22977945,"about_ca_system_score_codex":0.00025386078,"about_ca_system_score_gemma":0.0000455991,"threshold_uncertainty_score":0.99991786},"labels":[],"label_agreement":null},{"id":"W2312789493","doi":"10.1061/41165(397)324","title":"EPS Seismic Buffers for Earthquake Load Attenuation against Rigid Retaining Walls","year":2011,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"","keywords":"Stiffness; Earthquake shaking table; Parametric statistics; Structural engineering; Attenuation; Range (aeronautics); Expanded polystyrene; Seismic loading; Earthquake simulation; Work (physics); Materials science; Geotechnical engineering; Geology; Engineering; Composite material; Physics; Mathematics; Mechanical engineering; Optics","score_opus":0.02312925429920496,"score_gpt":0.19905335018854714,"score_spread":0.17592409588934219,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2312789493","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43777683,0.000054305245,0.54220235,0.000035988625,0.00023886046,0.00026116267,0.0000052167075,0.0011475564,0.018277697],"genre_scores_gemma":[0.9962104,0.00002485812,0.0033059472,0.000057539357,0.000041659405,0.000046114368,0.000024102,0.000038201786,0.00025116245],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992782,0.000007034852,0.00020723227,0.00014984784,0.00011696778,0.00024071829],"domain_scores_gemma":[0.9996239,0.000042132866,0.000017359622,0.00018023797,0.0000681875,0.00006818509],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019498554,0.00013252023,0.00013160428,0.000052044164,0.000043942655,0.000016020971,0.000088048386,0.000113329166,0.000037909827],"category_scores_gemma":[0.000084601445,0.00013160954,0.00006473345,0.0001223647,0.000013655092,0.00010733709,0.0000103800985,0.000098558165,0.000046305682],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008944079,0.00001674804,0.00013281556,0.00009215503,0.000029541152,0.0000010480967,0.00061941356,0.9576914,0.0017470238,0.0014848628,0.0006035901,0.03757251],"study_design_scores_gemma":[0.00030576185,0.00004421665,0.001439069,0.000025165296,0.000012294277,0.0000010308668,0.000058096903,0.98759294,0.0026511373,0.00044468459,0.0072036185,0.00022197868],"about_ca_topic_score_codex":0.000021709177,"about_ca_topic_score_gemma":0.0000119176375,"teacher_disagreement_score":0.5584336,"about_ca_system_score_codex":0.000076615754,"about_ca_system_score_gemma":0.00001429544,"threshold_uncertainty_score":0.53668815},"labels":[],"label_agreement":null},{"id":"W2313835328","doi":"10.1139/cgj-2012-0477","title":"Estimating long-term settlement of floating stone column groups","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Column (typography); Settlement (finance); Finite element method; Geotechnical engineering; Parametric statistics; Group (periodic table); Foundation (evidence); Term (time); Structural engineering; Engineering; Geology; Mathematics; Connection (principal bundle); Computer science; Statistics; Geography; Chemistry; Archaeology","score_opus":0.0070878263818194565,"score_gpt":0.2029522623848979,"score_spread":0.19586443600307846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2313835328","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33017135,0.00015340604,0.6680156,0.00018924382,0.0006073201,0.00014626065,0.000018747614,0.00027406606,0.00042403358],"genre_scores_gemma":[0.99497604,0.000011883589,0.004649985,0.000047089317,0.0002433481,0.0000044386593,0.000013286256,0.000041432326,0.000012511251],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99857926,0.00003337737,0.00052645546,0.0001374311,0.00024514025,0.00047833758],"domain_scores_gemma":[0.9989632,0.000074389,0.000072516705,0.0002364305,0.00008826561,0.0005652019],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060953386,0.0001668551,0.00026025603,0.00020311,0.00013561324,0.000053748805,0.00026700282,0.00018040232,0.000105356856],"category_scores_gemma":[0.00034204847,0.00018004856,0.000095486685,0.00025733936,0.000052930744,0.00009400591,0.000023923785,0.00058916793,0.000011285768],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000010078584,0.0000074,0.00044096904,0.00006643477,0.000017173537,0.000010407307,0.000031384134,0.97594297,0.0008384803,0.00026954937,0.00028940733,0.022084814],"study_design_scores_gemma":[0.0002949738,0.000079805155,0.012375066,0.00020443359,0.000024165858,0.00012989786,0.000011005258,0.9850055,0.00026040585,0.00035460206,0.0010074768,0.0002526914],"about_ca_topic_score_codex":0.0005393428,"about_ca_topic_score_gemma":0.0011299434,"teacher_disagreement_score":0.6648047,"about_ca_system_score_codex":0.00030557063,"about_ca_system_score_gemma":0.00007885378,"threshold_uncertainty_score":0.73421675},"labels":[],"label_agreement":null},{"id":"W2316376136","doi":"10.1061/41021(335)28","title":"Geotechnical Design of a Partially Piled Raft Foundation","year":2009,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Fluidigm (Canada)","funders":"","keywords":"Foundation (evidence); Settlement (finance); Bearing capacity; Geotechnical engineering; Raft; Engineering; Slab; Geology; Structural engineering; Computer science; Materials science; Geography","score_opus":0.013447695530472118,"score_gpt":0.2129602044359245,"score_spread":0.19951250890545238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2316376136","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016049968,0.000025670322,0.98168415,0.000067505054,0.00005422154,0.0001260181,2.8637413e-7,0.000775285,0.0012168952],"genre_scores_gemma":[0.9948208,0.00002504189,0.0050628693,0.000017512873,0.00001992175,0.000006506606,0.000004645518,0.000009803935,0.00003292115],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994566,0.000011167448,0.00021451246,0.00008221801,0.00010700709,0.00012849242],"domain_scores_gemma":[0.9997271,0.000037923128,0.00001332292,0.00015028688,0.000031003907,0.000040393283],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014687612,0.000080969825,0.000120266915,0.00004774342,0.000013403684,0.0000092937125,0.00007473437,0.000087477856,0.00006481798],"category_scores_gemma":[0.000068585854,0.00007712241,0.000033558972,0.00016938585,0.000011999028,0.0000642501,0.000004874232,0.00007896464,0.000017817418],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004374915,0.000017573613,0.0000018652045,0.000008435328,0.0000036958254,3.3875563e-7,0.000010989138,0.9726229,0.01517138,0.0020501222,0.00010780592,0.010000546],"study_design_scores_gemma":[0.00016415908,0.000094889605,0.00114273,0.000011031963,0.0000071688764,0.0000013716916,0.0000022393497,0.99025583,0.0065884455,0.0010438109,0.0005897993,0.0000985113],"about_ca_topic_score_codex":0.0000022971446,"about_ca_topic_score_gemma":7.288083e-7,"teacher_disagreement_score":0.9787708,"about_ca_system_score_codex":0.00002245698,"about_ca_system_score_gemma":0.0000081617,"threshold_uncertainty_score":0.31449607},"labels":[],"label_agreement":null},{"id":"W2317319967","doi":"10.1680/jgein.15.00051","title":"Geogrid pullout load–strain behaviour and modelling using a transparent granular soil","year":2016,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geogrid; Geosynthetics; Materials science; Geotechnical engineering; Ultimate tensile strength; Displacement (psychology); Transverse plane; Structural engineering; Composite material; Geology; Reinforcement; Engineering","score_opus":0.02286500317301466,"score_gpt":0.22172316977225823,"score_spread":0.19885816659924357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2317319967","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4178533,0.00010434553,0.58099324,0.00016257283,0.0003602943,0.00004958579,0.000085581174,0.00018055823,0.00021053234],"genre_scores_gemma":[0.99802715,0.00018544224,0.001611658,0.0000083364885,0.00007565496,0.00000798423,0.00001041295,0.00003058824,0.000042763295],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913824,0.0000080638,0.00021581749,0.00017104922,0.0002698906,0.00019695159],"domain_scores_gemma":[0.9996852,0.000027127422,0.000019261526,0.00012381216,0.00007025481,0.00007430268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013970162,0.0001394346,0.000111545975,0.00006930562,0.000037850452,0.000032730746,0.00012725734,0.00008991018,0.00006529475],"category_scores_gemma":[0.000025417106,0.00011907598,0.000051261046,0.000044123088,0.000041063337,0.000082357474,0.000020765598,0.00009603092,0.000007011168],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003481899,0.000017245677,0.00033700003,0.000013071034,0.000013916882,0.0000032943817,0.000085474494,0.9868417,0.006594417,0.00076402444,0.0000066908883,0.0053196754],"study_design_scores_gemma":[0.00026104532,0.000009719496,0.00038154426,0.00008783462,0.00002008062,0.00002020953,0.000011462967,0.9953948,0.0014319748,0.0009192935,0.0012753045,0.00018671378],"about_ca_topic_score_codex":0.000028462986,"about_ca_topic_score_gemma":0.000012921192,"teacher_disagreement_score":0.58017385,"about_ca_system_score_codex":0.00012113808,"about_ca_system_score_gemma":0.000013111101,"threshold_uncertainty_score":0.48557776},"labels":[],"label_agreement":null},{"id":"W2317643126","doi":"10.1061/41025(338)13","title":"Construction of a Large Diameter Cast-in-Situ Concrete Pipe Pile for Ground Improvement","year":2009,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"National Science Foundation","keywords":"Pile; Casing; Slump; Geotechnical engineering; Pile cap; Levee; Precast concrete; Structural engineering; Prestressed concrete; Engineering; Geology; Materials science; Petroleum engineering; Composite material; Compressive strength","score_opus":0.00587960532536731,"score_gpt":0.20684277978420745,"score_spread":0.20096317445884015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2317643126","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.59301263,0.000045066037,0.40462822,0.000034484947,0.0001621759,0.00026701466,0.000009831124,0.00018768111,0.0016529083],"genre_scores_gemma":[0.99531746,0.000013319619,0.0045523955,0.000023769284,0.000022719974,0.00001945903,0.000011590652,0.000009784158,0.00002950334],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994693,0.0000031426905,0.00020480271,0.00009333431,0.0000621693,0.00016729951],"domain_scores_gemma":[0.9997933,0.000028995359,0.000015519845,0.00010514079,0.00002728986,0.000029772416],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009824132,0.00008121769,0.00013451366,0.00005796356,0.000011044387,0.0000074358118,0.000039555045,0.00006384208,0.00001549492],"category_scores_gemma":[0.000023114168,0.00007975547,0.000042227315,0.000101341684,0.000009611025,0.000059253955,0.0000048315437,0.000055278102,0.0000013725326],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004746987,0.000052524803,0.00020952812,0.0004484944,0.000047989906,0.0000021397584,0.00038418933,0.12737848,0.7682781,0.033407986,0.000336494,0.069406584],"study_design_scores_gemma":[0.003486141,0.0009443402,0.007679686,0.00009265097,0.000038961578,0.000008022333,0.0003072661,0.79455537,0.18457496,0.0033352226,0.0043519707,0.00062544626],"about_ca_topic_score_codex":0.000010539636,"about_ca_topic_score_gemma":0.000018658413,"teacher_disagreement_score":0.66717684,"about_ca_system_score_codex":0.000041268613,"about_ca_system_score_gemma":0.0000042990396,"threshold_uncertainty_score":0.32523334},"labels":[],"label_agreement":null},{"id":"W2319047400","doi":"10.1061/40516(292)22","title":"Construction of a BIN-WALL over Highly Compressible Soil","year":2000,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bin; Test site; Traverse; Geology; Levee; Geotechnical engineering; Elevation (ballistics); Compaction; Shield; Hydrology (agriculture); Mining engineering; Engineering; Geodesy; Structural engineering","score_opus":0.003985727839031318,"score_gpt":0.17177629881728876,"score_spread":0.16779057097825745,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2319047400","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9533955,0.000085202664,0.010034431,0.000019242212,0.0001040015,0.0000531694,0.000002971174,0.0006355826,0.035669893],"genre_scores_gemma":[0.9984819,0.00006584379,0.000990345,0.000008650012,0.000015167395,0.0000038220137,0.000004931292,0.000012870123,0.00041642666],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99959743,0.000004138973,0.00014769613,0.000068229805,0.00008184637,0.00010068156],"domain_scores_gemma":[0.99980724,0.000015066448,0.0000076043398,0.000121916266,0.000014980577,0.000033197328],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000029463836,0.000069356145,0.00009954718,0.000039075752,0.000012163018,0.0000067825245,0.00004839609,0.00006345858,0.0008392715],"category_scores_gemma":[0.000004256061,0.00006606906,0.000030937623,0.00013782048,0.000023275965,0.00005658174,0.0000040272466,0.000061015427,0.000027578102],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002467896,0.0000103947295,0.00009755253,0.000042386193,0.000008891784,2.461036e-7,0.000021422318,0.9821696,0.003876873,0.0016310677,0.0003043952,0.011834661],"study_design_scores_gemma":[0.00030951932,0.000023438603,0.0029894528,0.00002768064,0.000008804323,0.0000039295846,0.000007133382,0.97233874,0.011557769,0.00043367103,0.012152117,0.00014775831],"about_ca_topic_score_codex":0.00005979366,"about_ca_topic_score_gemma":0.0000066508146,"teacher_disagreement_score":0.045086436,"about_ca_system_score_codex":0.00001439633,"about_ca_system_score_gemma":0.000003732445,"threshold_uncertainty_score":0.91894346},"labels":[],"label_agreement":null},{"id":"W2319898430","doi":"10.5150/jngcgc.2002.052-a","title":"Systèmes de filtration géotextile bicouches en protection de côtes","year":2002,"lang":"fr","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Terrafix Geosynthetics (Canada)","funders":"","keywords":"Humanities; Physics; Art","score_opus":0.012757602099412553,"score_gpt":0.18396823321829478,"score_spread":0.17121063111888224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2319898430","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08362801,0.004191945,0.8955156,0.0026127878,0.00069417414,0.00042334083,0.000008881896,0.0014327557,0.011492505],"genre_scores_gemma":[0.9842112,0.00063103944,0.0052579967,0.0000237417,0.00031827006,0.00008865283,0.0000061928304,0.000047951642,0.009414968],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989516,0.000071002825,0.00024544785,0.00018309677,0.00013206927,0.00041674112],"domain_scores_gemma":[0.9995419,0.00008893306,0.000026531909,0.00018370966,0.000040425573,0.00011854909],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00026801683,0.00019288274,0.00015661273,0.0000918309,0.000077689176,0.00008149949,0.00009316183,0.0003788053,0.0011537909],"category_scores_gemma":[0.000281248,0.00021793827,0.00007464467,0.0002990999,0.00003018234,0.00022174435,0.000014041475,0.00029634795,0.00022717407],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000013335756,0.000059161113,0.000038015387,0.00042878126,0.000023150917,0.000003889634,0.0009033192,0.9304008,0.011452906,0.004843312,0.0012487215,0.050596636],"study_design_scores_gemma":[0.00013934322,0.00006749743,0.0016544005,0.00013506669,0.000029835435,0.000035782956,0.000114558665,0.97819835,0.0075455126,0.0013272301,0.010509653,0.00024275604],"about_ca_topic_score_codex":0.0006146735,"about_ca_topic_score_gemma":0.000059793976,"teacher_disagreement_score":0.9005832,"about_ca_system_score_codex":0.0005180563,"about_ca_system_score_gemma":0.000017448705,"threshold_uncertainty_score":0.9997593},"labels":[],"label_agreement":null},{"id":"W2320420856","doi":"10.1061/9780784412688.056","title":"Study on the Analysis of Mat Foundations Using a Different Approach","year":2012,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Finite element method; Structural engineering; Slab; Settlement (finance); Foundation (evidence); Moment (physics); Shallow foundation; Method of analysis; Differential (mechanical device); Geotechnical engineering; Computer science; Engineering; Geology; Bearing capacity; Physics","score_opus":0.057321482216354865,"score_gpt":0.2625521453733994,"score_spread":0.20523066315704452,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2320420856","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83205855,0.000008550804,0.16582598,0.0000046665473,0.000035729747,0.00009867345,0.0000011003667,0.000094823925,0.0018719452],"genre_scores_gemma":[0.9997861,8.700251e-7,0.00016063085,0.0000026912908,0.000010780632,0.000012774977,0.000004239236,0.000007864427,0.000014099239],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996304,0.000014863278,0.00011497329,0.00004496429,0.000099577606,0.000095212854],"domain_scores_gemma":[0.9997167,0.000055130575,0.000009874646,0.00018293168,0.000011416136,0.000023952442],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010423533,0.0000615445,0.000110286666,0.00009866478,0.000027529506,0.00000841122,0.00005460431,0.0000214529,0.000027383463],"category_scores_gemma":[0.000019692094,0.000037251197,0.000052465813,0.00046749265,0.000007368871,0.000028802098,0.000011030433,0.000052110918,0.0000017342193],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[3.278162e-7,0.00013934303,0.003853502,0.0000049868345,0.00021327884,1.0915012e-8,0.00039567496,0.99243176,0.00026285287,0.0025993425,0.000004598981,0.000094330426],"study_design_scores_gemma":[0.000036851816,0.000008347758,0.10897716,0.0000014662327,0.00024326386,9.9261584e-8,0.0005155897,0.8900359,0.000111788766,0.000008536521,0.0000111618,0.000049778348],"about_ca_topic_score_codex":0.000014787206,"about_ca_topic_score_gemma":0.0000037346874,"teacher_disagreement_score":0.16772752,"about_ca_system_score_codex":0.000026109634,"about_ca_system_score_gemma":0.000001007124,"threshold_uncertainty_score":0.15190597},"labels":[],"label_agreement":null},{"id":"W2323218306","doi":"10.1061/40782(161)23","title":"Laboratory Simulation of Seasonal Wetting-Drying Cycles on Geosynthetic-Reinforced Clay Slopes and Embankments","year":2005,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Geotechnical engineering; Levee; Wetting; Geosynthetics; Reinforcement; Geosynthetic clay liner; Soil stabilization; Environmental science; Reliability (semiconductor); Engineering; Geology; Soil water; Structural engineering; Soil science","score_opus":0.006001954372163011,"score_gpt":0.21256417278569467,"score_spread":0.20656221841353167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323218306","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9668311,0.000077752986,0.030191513,0.00004400499,0.000050845538,0.000092622504,0.0000060170833,0.00035674768,0.0023494307],"genre_scores_gemma":[0.9991374,0.000017840583,0.000701084,0.000024546056,0.000037553466,0.000004083917,0.0000051364827,0.000018178333,0.000054202446],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99946135,0.00000791427,0.0001775872,0.00009480944,0.00013249803,0.00012582677],"domain_scores_gemma":[0.999711,0.00008389935,0.00001989764,0.00010364092,0.000035039102,0.000046573055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009537752,0.00010137872,0.000108379885,0.000057298505,0.000029356588,0.000013945431,0.000043502165,0.00007244137,0.000039342896],"category_scores_gemma":[0.00006464289,0.00009694554,0.000020942582,0.00009939978,0.00001619948,0.00009691096,0.0000122328565,0.000076533855,0.000008328675],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000026039627,0.0000055012692,0.0000746245,0.000042374028,0.000008489514,9.8798054e-8,0.000061325125,0.9819842,0.0070917266,0.0004862119,0.000015523872,0.010227341],"study_design_scores_gemma":[0.00017105044,0.00002263784,0.0012976784,0.000042519943,0.0000060575962,2.0284274e-7,0.000013505421,0.9849158,0.012108844,0.000010949753,0.0013031424,0.00010763814],"about_ca_topic_score_codex":0.0000025156219,"about_ca_topic_score_gemma":0.0000014218996,"teacher_disagreement_score":0.03230631,"about_ca_system_score_codex":0.000028817982,"about_ca_system_score_gemma":0.000004709822,"threshold_uncertainty_score":0.39533246},"labels":[],"label_agreement":null},{"id":"W2323502524","doi":"10.1061/9780784412770.037","title":"A Rational Approach to the Design of Vertical Drains Considering Soil Disturbance","year":2013,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Consolidation (business); Disturbance (geology); Hydraulic conductivity; Geotechnical engineering; Soil water; Computer science; Dimension (graph theory); Environmental science; Soil science; Geology; Mathematics; Geomorphology","score_opus":0.016371514474553407,"score_gpt":0.18460019062412894,"score_spread":0.16822867614957554,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323502524","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01996695,0.000032430093,0.97458166,0.00018648375,0.00005164817,0.00021785636,6.8810897e-7,0.00018406256,0.004778201],"genre_scores_gemma":[0.99208605,0.0000023263137,0.0076921703,0.000042175994,0.000021835443,0.000084691725,0.0000019341633,0.000011287177,0.00005750363],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99954325,0.000011299072,0.0001390911,0.00007768035,0.000107148575,0.00012151505],"domain_scores_gemma":[0.99968296,0.0000919989,0.000003746118,0.00013904893,0.000034373174,0.000047889644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000085882355,0.000069857444,0.00008260974,0.00002012708,0.000024821531,0.00001830668,0.000085550695,0.00003648053,0.0000307027],"category_scores_gemma":[0.000113284324,0.00004832566,0.00002198878,0.0001278075,0.000021839962,0.000049805647,0.000016406679,0.000069256246,0.000031142958],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[6.2904195e-7,0.000010606799,0.00000892327,0.000015627536,0.0000063341836,3.5156727e-8,0.00012704838,0.9904196,0.0028215118,0.0053464104,0.000911825,0.0003314324],"study_design_scores_gemma":[0.00005860406,0.0000098116825,0.0012727382,0.000005471954,0.0000028581553,0.0000013361413,0.000036356167,0.9962819,0.0016709248,0.0002425216,0.00034759493,0.00006984464],"about_ca_topic_score_codex":0.000018565983,"about_ca_topic_score_gemma":0.0000016525739,"teacher_disagreement_score":0.97211915,"about_ca_system_score_codex":0.000017954628,"about_ca_system_score_gemma":0.000007680585,"threshold_uncertainty_score":0.1970663},"labels":[],"label_agreement":null},{"id":"W2324045586","doi":"10.1016/j.geotexmem.2008.05.003","title":"Geotextiles and Geomembranes: Best papers in 2007","year":2008,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Geotextile; Geotechnical engineering; Forensic engineering; Civil engineering; Environmental science; Engineering","score_opus":0.006045503241224014,"score_gpt":0.16848148210391056,"score_spread":0.16243597886268654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2324045586","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99043906,0.0048298775,0.000021480497,0.00010395859,0.00021846664,0.00020955506,0.000017370776,0.00038327865,0.0037769629],"genre_scores_gemma":[0.98858005,0.01060439,0.000009209253,0.000053166175,0.00010309107,0.000032903274,0.000022946437,0.000053848045,0.00054041145],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985117,0.000019256684,0.0003710213,0.00037779732,0.00019477661,0.00052545185],"domain_scores_gemma":[0.9993746,0.00011874466,0.00002875236,0.0002550557,0.000027888045,0.00019494315],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00014789555,0.00034454901,0.00039966017,0.00022995315,0.00015019235,0.000046207715,0.00012647586,0.00024092033,0.0001185189],"category_scores_gemma":[0.000053007043,0.00033746054,0.000057571953,0.00029984512,0.00018055245,0.00017374456,0.000058805294,0.0002758772,0.000031660507],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008575461,0.000030413266,0.00013424469,0.00030179168,0.000016421767,0.000043814343,0.00045169613,0.98451734,0.000806378,0.00016060365,0.00007835661,0.013450347],"study_design_scores_gemma":[0.0014776052,0.00012945184,0.052124865,0.00023090812,0.000036137422,0.0004180856,0.0006863175,0.87852216,0.000035951085,0.00030025686,0.064936616,0.001101642],"about_ca_topic_score_codex":0.00019485157,"about_ca_topic_score_gemma":0.00009143731,"teacher_disagreement_score":0.1059952,"about_ca_system_score_codex":0.000025568832,"about_ca_system_score_gemma":0.000014274169,"threshold_uncertainty_score":0.99990773},"labels":[],"label_agreement":null},{"id":"W2324748970","doi":"10.1061/41128(384)71","title":"The Golden Ears Bridge Design-Build Project: Stabilizing Abutment-Wall System for Unnamed Creek Bridge","year":2010,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Abutment; Bridge (graph theory); Foundation (evidence); Geotechnical engineering; Structural engineering; Engineering; Geology; Civil engineering","score_opus":0.022530331133665253,"score_gpt":0.2357784974908767,"score_spread":0.21324816635721144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2324748970","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29276967,0.00020322627,0.6977593,0.00017780489,0.0014081466,0.002522412,0.000030809937,0.003473849,0.0016547976],"genre_scores_gemma":[0.99548894,0.000024582174,0.0035648823,0.000014206799,0.00011045232,0.00041283388,0.00001543149,0.000087416694,0.00028125872],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986065,0.00002635635,0.00037639774,0.0002640444,0.00021352517,0.00051316945],"domain_scores_gemma":[0.9988742,0.00040025578,0.00003686881,0.00048336433,0.00010106042,0.00010423531],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006409241,0.00022542149,0.0002168618,0.000057671677,0.00020957357,0.000193526,0.00031427946,0.00017337911,0.000006754274],"category_scores_gemma":[0.00019535306,0.00018539422,0.00011026521,0.00023414793,0.000043831078,0.00011337912,0.000034807377,0.0003054248,0.000016197404],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007672085,0.00011725556,0.0005079828,0.0014563398,0.000270987,0.000008883479,0.0009802757,0.8820013,0.05341642,0.01484321,0.014502717,0.031817924],"study_design_scores_gemma":[0.000601965,0.000088514724,0.0033689954,0.000051476472,0.000037510363,0.000014551962,0.00010730992,0.9686695,0.002773371,0.00010240815,0.023773734,0.00041068837],"about_ca_topic_score_codex":0.000328813,"about_ca_topic_score_gemma":0.0004381127,"teacher_disagreement_score":0.7027193,"about_ca_system_score_codex":0.000112594425,"about_ca_system_score_gemma":0.000040199662,"threshold_uncertainty_score":0.75601566},"labels":[],"label_agreement":null},{"id":"W2325214654","doi":"10.1061/40549(276)123","title":"Stability of Rubble-Mound Breakwaters under Seismic Action","year":2001,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Canada Excellence Research Chairs, Government of Canada","keywords":"Breakwater; Rubble; Geotechnical engineering; Geology; Foundation (evidence); Induced seismicity; Seismology","score_opus":0.02270476095660423,"score_gpt":0.2236482570240167,"score_spread":0.20094349606741246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2325214654","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7363833,0.000020737103,0.2574317,0.000045115932,0.00015009788,0.00006753199,0.000006840098,0.0005485735,0.00534609],"genre_scores_gemma":[0.9995731,0.00004084759,0.00019521454,0.000010722762,0.000015390664,0.0000062828726,0.00001908743,0.000015420212,0.00012393293],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999511,0.000007580845,0.0001620764,0.00009149542,0.000092787144,0.00013506756],"domain_scores_gemma":[0.9997165,0.000036278878,0.000010765003,0.00016703554,0.000027968652,0.00004145051],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007525173,0.00008297657,0.00010239897,0.000039839237,0.000015411946,0.000007891719,0.000053269152,0.00007427221,0.0006143071],"category_scores_gemma":[0.000014601404,0.000077813726,0.000037292175,0.00017236489,0.000020222378,0.00008731906,0.000008524004,0.00007837667,0.000017620154],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000034965647,0.000016594866,0.00013012154,0.000049442006,0.000009872304,2.546752e-7,0.000029073883,0.98864025,0.0076712132,0.00018421622,0.00022668534,0.0030387691],"study_design_scores_gemma":[0.00020808044,0.000028053693,0.0051039164,0.000014525276,0.0000104483015,0.00000773663,0.00014116541,0.97352535,0.014277281,0.0006781314,0.005824954,0.00018037061],"about_ca_topic_score_codex":0.000077739605,"about_ca_topic_score_gemma":0.000029843572,"teacher_disagreement_score":0.26318976,"about_ca_system_score_codex":0.000071301074,"about_ca_system_score_gemma":0.000005372352,"threshold_uncertainty_score":0.6726232},"labels":[],"label_agreement":null},{"id":"W2325994712","doi":"10.1061/40782(161)31","title":"Long Term Performance of a Reinforced Clay Embankment","year":2005,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Levee; Geotechnical engineering; Geogrid; Foundation (evidence); Geology; Soil water; Environmental science; Engineering; Reinforcement; Soil science; Structural engineering","score_opus":0.005467971156736548,"score_gpt":0.1878226086127788,"score_spread":0.18235463745604225,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2325994712","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9651755,0.00003852692,0.025823625,0.000015005624,0.00004858365,0.000056968835,3.7384484e-7,0.0003347313,0.00850667],"genre_scores_gemma":[0.9988774,0.00005146998,0.00052409724,0.000008087706,0.000024747165,0.0000058861347,0.000003137982,0.000010371785,0.0004948163],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996162,0.0000013408196,0.00014994683,0.000048685182,0.00007788214,0.000105952975],"domain_scores_gemma":[0.9998182,0.000007097379,0.000008570057,0.00012173066,0.000014556324,0.000029852281],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000044980286,0.00006194972,0.00007607057,0.00003454182,0.000009847354,0.0000041897606,0.00005665627,0.000042639836,0.00009101096],"category_scores_gemma":[0.000005470951,0.000056165012,0.000024081983,0.00008236015,0.00000807143,0.000069558155,0.000009220241,0.00005364305,0.000020516873],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000012962278,0.0000033304354,0.00019122304,0.00006306633,0.000004672252,8.702161e-8,0.00003601042,0.9783626,0.00688642,0.00018983135,0.000042616062,0.014218854],"study_design_scores_gemma":[0.00012451314,0.000028805865,0.00811046,0.000022032813,0.0000033415774,0.0000013143565,0.0000020495384,0.913379,0.07786919,7.763724e-7,0.0003757135,0.00008276735],"about_ca_topic_score_codex":0.0000012651761,"about_ca_topic_score_gemma":0.0000013824989,"teacher_disagreement_score":0.07098278,"about_ca_system_score_codex":0.000029548699,"about_ca_system_score_gemma":0.0000028837514,"threshold_uncertainty_score":0.22903427},"labels":[],"label_agreement":null},{"id":"W2328506555","doi":"10.1061/40862(194)43","title":"Parallel Computing of a Meshfree Method and Its Application in Geotechnical Engineering","year":2006,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Meshfree methods; Kernel (algebra); Finite element method; Computer science; Graph; Computational science; Smoothed-particle hydrodynamics; Particle method; Stability (learning theory); Applied mathematics; Structural engineering; Mathematical optimization; Mathematics; Engineering; Theoretical computer science; Mathematical analysis; Mechanics; Physics; Machine learning","score_opus":0.00529737188799586,"score_gpt":0.21171068586559333,"score_spread":0.20641331397759746,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2328506555","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16725355,0.000238846,0.8316123,0.000016958164,0.000021387395,0.00012432493,8.84245e-7,0.00036834332,0.00036341854],"genre_scores_gemma":[0.98163486,0.000013398069,0.01828873,0.0000022595634,0.000017599878,0.000012810301,0.0000046047403,0.00001820537,0.000007547956],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999363,0.00000699857,0.00027502855,0.00012345723,0.00008161968,0.0001498946],"domain_scores_gemma":[0.99975556,0.00007786966,0.00001606107,0.00010540942,0.000017737597,0.000027354115],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020211647,0.000099968755,0.00016573927,0.0001024942,0.000008355247,0.0000053552412,0.000064981374,0.00010339152,0.0000020486957],"category_scores_gemma":[0.000032280397,0.00010543288,0.0000227017,0.00024721396,0.00000592275,0.000044422908,0.00002464025,0.00012365334,0.0000011266596],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[8.123352e-7,0.000009911168,0.00008409648,0.000079959646,0.0000022871927,3.3074988e-7,0.000009957958,0.9736854,0.012048606,0.012230798,0.0000056239937,0.0018422497],"study_design_scores_gemma":[0.00018009485,0.000007664533,0.0080302255,0.000020403199,0.0000033634926,0.0000033303797,0.0000027442456,0.989043,0.0020898234,0.00033793625,0.0001738231,0.000107602114],"about_ca_topic_score_codex":0.0000747969,"about_ca_topic_score_gemma":0.000015189681,"teacher_disagreement_score":0.8143813,"about_ca_system_score_codex":0.000025863037,"about_ca_system_score_gemma":0.0000026318862,"threshold_uncertainty_score":0.42994282},"labels":[],"label_agreement":null},{"id":"W2328635028","doi":"10.1061/41165(397)351","title":"LRFD Calibration of Steel Reinforced Soil Walls","year":2011,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Calibration; Structural engineering; Resistance Factors; Limit (mathematics); Load factor; Reliability (semiconductor); Reinforcement; Geotechnical engineering; Engineering; Reinforced concrete; Yield (engineering); Mathematics; Materials science; Statistics; Composite material; Power (physics)","score_opus":0.013985912476924597,"score_gpt":0.17514331271300002,"score_spread":0.16115740023607542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2328635028","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34260857,0.0000382802,0.58502626,0.000009635539,0.00022301998,0.00013143393,0.0000027949961,0.0011268569,0.07083315],"genre_scores_gemma":[0.9986736,0.000012763056,0.000811848,0.000005408482,0.000009900495,0.0000049241444,0.0000053251,0.000012996683,0.0004631973],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996249,0.0000032786827,0.00016183897,0.00005206178,0.00006900484,0.00008888128],"domain_scores_gemma":[0.99979556,0.000010244148,0.0000111618,0.00012940438,0.000020610949,0.000033006614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000049710357,0.0000615181,0.000080605154,0.00003747235,0.000008059028,0.000003376282,0.000056179975,0.00006510905,0.00016223971],"category_scores_gemma":[0.000019030604,0.00005687026,0.000026784644,0.00009975742,0.000009899783,0.000086496155,0.000008378394,0.000047306796,0.0000075482308],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002250407,0.0000048277625,0.000021732092,0.000056184414,0.000008375811,2.7177128e-7,0.00024265482,0.9725686,0.014396761,0.01165171,0.00015324759,0.00089342165],"study_design_scores_gemma":[0.000092785995,0.00002258656,0.0005723457,0.000008718107,0.000004127765,5.223546e-7,0.000024661938,0.94191873,0.057019655,0.00013491893,0.000121018194,0.00007995641],"about_ca_topic_score_codex":0.000043863285,"about_ca_topic_score_gemma":0.0000067020333,"teacher_disagreement_score":0.65606505,"about_ca_system_score_codex":0.0000107015485,"about_ca_system_score_gemma":0.000004136302,"threshold_uncertainty_score":0.23191018},"labels":[],"label_agreement":null},{"id":"W2329026315","doi":"10.1520/gtj103808","title":"A Transparent Sand for Geotechnical Laboratory Modeling","year":2011,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":186,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geotechnical engineering; Permeability (electromagnetism); Materials science; Soil water; Soil test; Composite material; Geology; Soil science","score_opus":0.08691215209574914,"score_gpt":0.24205462378473258,"score_spread":0.15514247168898343,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2329026315","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06198687,0.00040433183,0.9345502,0.00004243789,0.0003464832,0.00026064695,0.000015826039,0.0018523552,0.0005408417],"genre_scores_gemma":[0.9668729,0.000059596736,0.032637406,0.000032377353,0.00023767716,0.00006160737,0.000004294796,0.00008883362,0.0000053143563],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980899,0.000028333718,0.0007133815,0.00026519416,0.00027856795,0.0006245955],"domain_scores_gemma":[0.9989046,0.00018513286,0.000062165745,0.0002957707,0.0002380798,0.00031424258],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00083875906,0.0002900159,0.00035317324,0.0001484249,0.00021376183,0.00006048761,0.00037197975,0.0003470712,0.00003115788],"category_scores_gemma":[0.00093885616,0.00027881458,0.0001767748,0.00043990565,0.00007395759,0.00017018324,0.00003301529,0.00094568625,0.000008420585],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001552625,0.000050091407,0.000014877049,0.00006321024,0.000023743805,0.000011359184,0.000049572114,0.9901658,0.0025505247,0.00024790413,0.00013537455,0.006672002],"study_design_scores_gemma":[0.00047408277,0.00017594914,0.00013741956,0.00014835547,0.00004916959,0.0001282376,0.000013775323,0.9931639,0.0006703591,0.003767568,0.000904535,0.0003666658],"about_ca_topic_score_codex":0.0000049820164,"about_ca_topic_score_gemma":5.9791955e-7,"teacher_disagreement_score":0.904886,"about_ca_system_score_codex":0.000115719435,"about_ca_system_score_gemma":0.00005454555,"threshold_uncertainty_score":0.9999664},"labels":[],"label_agreement":null},{"id":"W2329644116","doi":"10.1061/9780784412770.033","title":"Comparison of Working Stress and Limit Equilibrium Behavior of Reinforced Soil Walls","year":2013,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Stress (linguistics); Geotechnical engineering; Structural engineering; Reinforcement; Mechanically stabilized earth; Limit (mathematics); Retaining wall; Stability (learning theory); Stress–strain curve; Materials science; Computer science; Engineering; Mathematics; Finite element method","score_opus":0.024185532727574788,"score_gpt":0.23525447494774335,"score_spread":0.21106894222016856,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2329644116","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.992885,0.00010618406,0.0048671225,0.000008309902,0.00006998376,0.00011775644,0.0000012448963,0.00016319803,0.0017812267],"genre_scores_gemma":[0.9994314,0.000011367649,0.00041766214,0.0000012975288,0.000008932797,0.000013842912,0.000004661652,0.000013958274,0.0000969214],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994491,0.000003833117,0.00027037782,0.00006678681,0.000093597264,0.00011633893],"domain_scores_gemma":[0.99971336,0.00004240255,0.000028663515,0.00013535137,0.00003651071,0.00004370781],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003656807,0.00008039901,0.00018821874,0.000045703124,0.0000067179403,0.000009877138,0.00006507745,0.00007741775,0.00005040483],"category_scores_gemma":[0.000020942261,0.000075696145,0.000026615668,0.000095501084,0.00002496832,0.00006546903,0.000028171737,0.00007312131,0.0000024038166],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000010260662,0.000013512086,0.005463764,0.00017397116,0.0000088003635,8.759788e-8,0.00013737407,0.94193125,0.04782404,0.00033349497,0.000040564857,0.0040721428],"study_design_scores_gemma":[0.00013621128,0.000038912876,0.0120576145,0.00007617476,0.000014652341,2.5949376e-7,0.00009059573,0.8952434,0.092198916,0.00001142729,0.000026930393,0.00010490857],"about_ca_topic_score_codex":0.00006292099,"about_ca_topic_score_gemma":0.0000062013282,"teacher_disagreement_score":0.046687827,"about_ca_system_score_codex":0.000008654301,"about_ca_system_score_gemma":0.0000027504495,"threshold_uncertainty_score":0.3086799},"labels":[],"label_agreement":null},{"id":"W2331423953","doi":"10.1061/40787(166)2","title":"Design and Construction of a High Soil-Reinforced Segmental Retaining Wall Using Cohesive Backfill","year":2005,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Retaining wall; Construction engineering; Engineering; Civil engineering; Mechanically stabilized earth; Design methods; Computer science; Mechanical engineering","score_opus":0.010470547251568478,"score_gpt":0.18893615359716304,"score_spread":0.17846560634559455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2331423953","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5387976,0.0000316143,0.46069118,0.000009746421,0.000028522336,0.00007518922,7.434767e-7,0.00016154109,0.00020383419],"genre_scores_gemma":[0.9251713,0.000024100613,0.07473802,0.000008430622,0.000017196131,0.0000027904205,0.000003921625,0.000015300679,0.000018951341],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995025,0.000009450389,0.00019192988,0.000088490044,0.000080439364,0.00012719646],"domain_scores_gemma":[0.9997844,0.000041042887,0.000023265644,0.00007970663,0.000027781345,0.00004380323],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008655634,0.000096701224,0.0001329673,0.000058181842,0.00002649828,0.000010622998,0.000032285407,0.00007587951,0.00003380202],"category_scores_gemma":[0.00001644083,0.00009772943,0.000019526371,0.00009539363,0.000034384768,0.00011786062,0.000012731708,0.00006908463,0.0000018887724],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004331704,0.0000016596641,0.0000152514485,0.000027754559,0.000013081325,2.5056687e-7,0.00010140492,0.97328615,0.022113515,0.001061469,0.000006184879,0.0033689183],"study_design_scores_gemma":[0.0002514243,0.00002452415,0.000066162895,0.000023854245,0.000012756152,0.000015245244,0.00006313364,0.94279784,0.056559462,0.000053397238,0.000026347892,0.00010587204],"about_ca_topic_score_codex":0.000039433882,"about_ca_topic_score_gemma":0.0000019356623,"teacher_disagreement_score":0.38637367,"about_ca_system_score_codex":0.00005552204,"about_ca_system_score_gemma":0.0000074533514,"threshold_uncertainty_score":0.39852905},"labels":[],"label_agreement":null},{"id":"W2331531358","doi":"10.1139/cgj-2013-0194","title":"Assessing the environmental impact of shredded tires as embankment fill material","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Environmental science; Scrap; Hazardous waste; Levee; Lysimeter; Waste management; Pollution; Environmental impact assessment; Raw material; Geotechnical engineering; Environmental engineering; Engineering; Soil water; Soil science","score_opus":0.005830148106116522,"score_gpt":0.21675881454758503,"score_spread":0.21092866644146852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2331531358","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9889593,0.000087213506,0.009716545,0.00016678001,0.00036305684,0.000110893285,0.000025705485,0.000101717684,0.000468783],"genre_scores_gemma":[0.9995913,0.000032995922,0.00009923779,0.000037217014,0.00017820038,0.0000045009438,0.000011288839,0.000031333588,0.000013944388],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99892145,0.000046553698,0.00033523794,0.0001053522,0.00021042448,0.0003809606],"domain_scores_gemma":[0.999254,0.00005525769,0.000049542497,0.00023531647,0.00001601492,0.00038985934],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037501194,0.00016094727,0.0001896441,0.00011230551,0.00013689566,0.00012645898,0.00028155808,0.0001624715,0.00042864596],"category_scores_gemma":[0.000108644905,0.00011689627,0.00015710105,0.000107484986,0.0000791081,0.00012787584,0.000021821357,0.00041324334,0.000018072245],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000029770474,0.00001078371,0.00015382604,0.0000093329545,0.0000375827,0.0000084066605,0.000038356386,0.97998774,0.0067320243,0.00011842818,0.000918978,0.011981543],"study_design_scores_gemma":[0.0005996284,0.00036211286,0.10094046,0.00013241658,0.00006843519,0.0006080984,0.00007687099,0.8777871,0.0027992462,0.0013760409,0.014660959,0.00058860873],"about_ca_topic_score_codex":0.001856127,"about_ca_topic_score_gemma":0.00012579595,"teacher_disagreement_score":0.102200635,"about_ca_system_score_codex":0.0004465894,"about_ca_system_score_gemma":0.00009486039,"threshold_uncertainty_score":0.47668916},"labels":[],"label_agreement":null},{"id":"W2331823564","doi":"10.1139/t2012-023","title":"Corrigendum: Strength mobilization in clays and silts","year":2012,"lang":"en","type":"erratum","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Mobilization; Geology; Political science; Law","score_opus":0.010548136393286098,"score_gpt":0.19273406210299615,"score_spread":0.18218592570971004,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2331823564","genre_codex":"editorial","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03829706,0.21963304,0.13970962,0.0030286266,0.4516873,0.0076993634,0.0019560982,0.008506319,0.12948255],"genre_scores_gemma":[0.9781831,0.009963656,0.00026116433,0.00016320693,0.0030793196,0.000057447567,0.0005052823,0.00035316602,0.007433648],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9979229,0.000044081626,0.00061008363,0.00026208922,0.0002807518,0.000880112],"domain_scores_gemma":[0.9983568,0.000032343665,0.000072893854,0.00031127472,0.00007343456,0.0011532175],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["research_integrity"],"category_scores_codex":[0.00040388282,0.00040673255,0.000469538,0.0007462613,0.00012052975,0.00012048313,0.0003082317,0.0014976703,0.00018070168],"category_scores_gemma":[0.00013207643,0.0004379085,0.000096805474,0.00045866077,0.00006815959,0.00017467025,0.00003386346,0.0032699136,0.000022951906],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004051205,0.000033510205,0.00018733498,0.00028197785,0.000048661797,0.0001534482,0.00011723748,0.46132395,0.000030122448,0.00037151884,0.5030957,0.034352463],"study_design_scores_gemma":[0.00027086865,0.000043713848,0.003522054,0.00035807907,0.000043331514,0.0002920129,0.000032520886,0.32432917,0.0000024350759,0.0003268592,0.670126,0.00065295596],"about_ca_topic_score_codex":0.0024833786,"about_ca_topic_score_gemma":0.016199103,"teacher_disagreement_score":0.93988603,"about_ca_system_score_codex":0.000946174,"about_ca_system_score_gemma":0.00037147076,"threshold_uncertainty_score":0.9998073},"labels":[],"label_agreement":null},{"id":"W2334451404","doi":"10.1061/40971(310)66","title":"Comparison of Geotextile and Geogrid Reinforcement on Unpaved Road","year":2008,"lang":"en","type":"article","venue":"GeoCongress 2008","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Geotextile; Geogrid; Subgrade; Geosynthetics; Geotechnical engineering; Reinforcement; Drainage; Aggregate (composite); Engineering; Materials science; Structural engineering; Composite material","score_opus":0.018628976538381668,"score_gpt":0.24265270765846084,"score_spread":0.22402373112007917,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2334451404","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9910178,0.00075611396,0.0027172652,0.000029777879,0.0002642734,0.0002127801,0.000008397669,0.00033604112,0.0046575065],"genre_scores_gemma":[0.9994043,0.00024226734,0.00008894321,0.000011005237,0.00002901548,0.000017411276,0.000016645312,0.000018642379,0.000171744],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992306,0.000008247745,0.0002662951,0.00012627942,0.00016867122,0.0001998973],"domain_scores_gemma":[0.9996176,0.00003063745,0.000033654123,0.00020923266,0.00003629978,0.0000725784],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000054626642,0.00013615353,0.00023332504,0.00007817812,0.00005463276,0.000006207524,0.00008068638,0.00008908,0.000053104537],"category_scores_gemma":[0.000030139232,0.0001343195,0.000036308134,0.00011265624,0.000051174473,0.00005126859,0.000023611723,0.00013199041,0.000019459983],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000068075183,0.000025129264,0.0011003515,0.000057586618,0.000015710217,0.0000031912082,0.00020776223,0.9910305,0.0004261364,0.00025220218,0.0010510951,0.0058234837],"study_design_scores_gemma":[0.0005847933,0.00014809442,0.03308809,0.00006920951,0.000011653785,0.000011473497,0.00003713813,0.9478485,0.0074524637,0.000033125216,0.01044336,0.00027209122],"about_ca_topic_score_codex":0.00004237937,"about_ca_topic_score_gemma":0.000004541658,"teacher_disagreement_score":0.043182038,"about_ca_system_score_codex":0.000021425627,"about_ca_system_score_gemma":0.00000866993,"threshold_uncertainty_score":0.547739},"labels":[],"label_agreement":null},{"id":"W2334553987","doi":"10.1139/cgj-2012-0144","title":"Influence of soil nail orientations on stabilizing mechanisms of loose fill slopes","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soil nailing; Geotechnical engineering; Geology; Soil liquefaction; Slope stability; Instability; Liquefaction; Nail (fastener); Structural engineering; Engineering; Retaining wall; Mechanics","score_opus":0.005871186839711017,"score_gpt":0.1842539559288764,"score_spread":0.17838276908916537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2334553987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9444278,0.000103605984,0.05432462,0.00020262948,0.0001481455,0.00019992855,0.00002708345,0.00012952239,0.0004366649],"genre_scores_gemma":[0.99888825,0.000045477995,0.00092728034,0.000048793834,0.000024209268,0.000014701139,0.0000040521477,0.000028867451,0.000018342946],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99874413,0.000023447617,0.0005146479,0.00012260856,0.0002480854,0.00034706874],"domain_scores_gemma":[0.9989037,0.0000916966,0.00007538075,0.00024745794,0.00023503123,0.00044675008],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021214224,0.00015190685,0.00023847359,0.0002963921,0.000073963696,0.000026659156,0.0002613276,0.00018297954,0.00017018829],"category_scores_gemma":[0.00036064256,0.00014788588,0.00009190103,0.00039020545,0.000071863324,0.00017217529,0.000016155953,0.0004625399,0.000024886142],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000001351791,0.000012603369,0.000018240476,0.00003541009,0.000014070761,0.0000034329557,0.000043841526,0.9860831,0.007214138,0.002161328,0.00022029452,0.00419218],"study_design_scores_gemma":[0.0015037819,0.00092859817,0.032612897,0.0011402236,0.000110354085,0.00018958875,0.00044905028,0.8569117,0.05727979,0.04249781,0.00496757,0.0014085921],"about_ca_topic_score_codex":0.0031077107,"about_ca_topic_score_gemma":0.0008632482,"teacher_disagreement_score":0.12917137,"about_ca_system_score_codex":0.00019148843,"about_ca_system_score_gemma":0.00014301462,"threshold_uncertainty_score":0.6030611},"labels":[],"label_agreement":null},{"id":"W2335602610","doi":"10.1061/9780784412350.0037","title":"Cement-Treated Soil: Variation of UCS with Soil Type","year":2012,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada); Golder Associates (Canada); University of British Columbia","funders":"","keywords":"Silt; Geotechnical engineering; Compressive strength; Christian ministry; Cement; Soil cement; Soil test; Environmental science; Soil water; Geology; Soil science; Materials science","score_opus":0.007306555160888175,"score_gpt":0.1787766828880024,"score_spread":0.1714701277271142,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2335602610","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87452745,0.00009873103,0.11418932,0.000013159432,0.00015442198,0.00009066352,0.0000019245683,0.00059772586,0.010326591],"genre_scores_gemma":[0.99928576,0.000014722036,0.00051699893,0.000004035513,0.000025508822,0.00000418134,0.000014745589,0.000017039258,0.00011700304],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996231,0.0000046024943,0.000105417,0.00004586594,0.000086481006,0.00013448896],"domain_scores_gemma":[0.99978364,0.000013380527,0.000012073311,0.000108211374,0.000040220595,0.000042462903],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006273683,0.00007011049,0.00007920146,0.00003637128,0.000010637884,0.0000041764015,0.000032998913,0.000052298674,0.00007597541],"category_scores_gemma":[0.0000138558635,0.000056539604,0.000012168672,0.00019816517,0.0000068675995,0.00008454677,0.000005844497,0.00004436209,0.000017732304],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000530049,0.000030675525,0.0027105506,0.00005142915,0.000025143334,9.591466e-8,0.0001099489,0.9894196,0.0056495196,0.0012397219,0.00009330123,0.0006647094],"study_design_scores_gemma":[0.0005790004,0.00015359213,0.06941285,0.000041301646,0.00006198993,0.0000033951972,0.000044696393,0.899911,0.027404862,0.000058171652,0.001978701,0.0003504582],"about_ca_topic_score_codex":0.00006292414,"about_ca_topic_score_gemma":0.000012518618,"teacher_disagreement_score":0.1247583,"about_ca_system_score_codex":0.000022743336,"about_ca_system_score_gemma":0.000003926709,"threshold_uncertainty_score":0.23056181},"labels":[],"label_agreement":null},{"id":"W2336995668","doi":"10.1139/cgj-38-3-662","title":"Active earth pressure in cohesive soils with an inclined ground surface: Discussion","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Lateral earth pressure; Soil water; Geology; Earth (classical element); Soil science","score_opus":0.0074975210754704485,"score_gpt":0.20268383995736336,"score_spread":0.19518631888189292,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2336995668","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97679204,0.0002012784,0.020496905,0.0009681454,0.00022148462,0.00034634522,0.000029456123,0.0003905023,0.0005538696],"genre_scores_gemma":[0.9991669,0.00010224495,0.00036990643,0.00005516453,0.00010867736,0.000007735009,0.00001561941,0.00005185762,0.00012186603],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99855524,0.0000549718,0.00032123685,0.00021813292,0.00024921162,0.00060122047],"domain_scores_gemma":[0.9987354,0.00003877243,0.000038967097,0.0002574461,0.000080613354,0.00084879075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026420946,0.00022752918,0.00026375876,0.00022689876,0.00013691893,0.00009437352,0.0002629738,0.0003050159,0.00010534659],"category_scores_gemma":[0.000082205064,0.00016510225,0.000052250252,0.0005137189,0.000060703707,0.00037247723,0.0000164892,0.0010598169,0.000009934999],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003618501,0.000022203698,0.00023982654,0.000010999067,0.00001900117,0.00019542662,0.000092096656,0.9927667,0.00029249516,0.00006756707,0.00007174753,0.0061857984],"study_design_scores_gemma":[0.0011866326,0.00039118502,0.05312503,0.00022347408,0.00004330479,0.0006657898,0.00023890914,0.9179486,0.00015608984,0.00064581604,0.024709253,0.0006658934],"about_ca_topic_score_codex":0.0033250977,"about_ca_topic_score_gemma":0.02066357,"teacher_disagreement_score":0.07481803,"about_ca_system_score_codex":0.00026244266,"about_ca_system_score_gemma":0.00019805865,"threshold_uncertainty_score":0.99720675},"labels":[],"label_agreement":null},{"id":"W2338890986","doi":"10.14288/1.0050291","title":"On the comparative behaviour of geogrids in tension and pullout","year":2009,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tension (geology); Forensic engineering; Engineering; Materials science; Composite material; Ultimate tensile strength","score_opus":0.007635367799319891,"score_gpt":0.16173130643144984,"score_spread":0.15409593863212995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2338890986","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99888664,0.00006769852,0.00043044973,0.00003417336,0.000019769775,0.00008585156,0.000012138365,0.000042910022,0.00042034357],"genre_scores_gemma":[0.9998782,0.000048070844,0.000043056432,0.000005815763,0.000002089125,1.1433573e-7,0.000002985589,0.0000028988509,0.000016718144],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9996867,0.00001129912,0.00006358697,0.00008323496,0.000077869816,0.00007727235],"domain_scores_gemma":[0.99980646,0.000032270815,0.000016499083,0.00008880051,0.000031709897,0.00002426722],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007100859,0.000022649874,0.00012434163,0.000024320076,0.000029524805,0.000009320797,0.00007009016,0.000050352188,0.000008035874],"category_scores_gemma":[0.000011889299,0.000059119855,0.000023978875,0.00013881756,0.000052223553,0.000047292036,0.000012057893,0.000092235954,8.4775536e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003553263,0.0005685139,0.033071723,0.00023125831,0.000054949858,0.000109739405,0.0026481417,0.35734317,0.008347205,0.00025824257,0.0031109143,0.59422064],"study_design_scores_gemma":[0.00021687374,0.00006243608,0.96861225,0.00008917963,0.000005840194,0.0000034687882,0.00028485688,0.030433405,0.000004075392,0.00022089992,0.000009248433,0.000057452507],"about_ca_topic_score_codex":0.004549695,"about_ca_topic_score_gemma":0.010666492,"teacher_disagreement_score":0.93554056,"about_ca_system_score_codex":0.000017961996,"about_ca_system_score_gemma":0.0000038385324,"threshold_uncertainty_score":0.68778086},"labels":[],"label_agreement":null},{"id":"W2341125238","doi":"10.1680/jgeen.15.00050","title":"Stability of steel reinforced soil walls after footing failure","year":2015,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Ministry of Defense; Ministry of Defense- Japan; Ministry of Education, Culture, Sports, Science and Technology","keywords":"Reinforcement; Structural engineering; Geotechnical engineering; Foundation (evidence); Failure mechanism; Ultimate tensile strength; Engineering; Geology; Materials science; Composite material","score_opus":0.009548260576673222,"score_gpt":0.18184455023779275,"score_spread":0.17229628966111954,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2341125238","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94698054,0.00034386362,0.04945128,0.00008153357,0.00052827527,0.00053560996,0.000026694786,0.0008697792,0.0011824016],"genre_scores_gemma":[0.9983977,0.000024769633,0.0013965341,0.000003956798,0.000053284868,0.0000510769,0.0000032477437,0.000059183287,0.000010260848],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99754596,0.000005373584,0.0010715945,0.00026551774,0.0006846164,0.00042694047],"domain_scores_gemma":[0.99866587,0.00007909196,0.00019988901,0.0003559056,0.0005032489,0.00019599804],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00073279586,0.00038044128,0.0006272209,0.0002525941,0.00002837615,0.00001660071,0.0005834437,0.0003777381,0.000010146779],"category_scores_gemma":[0.001379353,0.00033962927,0.00028862164,0.0010347854,0.00018694164,0.0003806166,0.00017888923,0.0005648544,0.0000012608033],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002332568,0.00002407293,0.000082540166,0.0010781029,0.00004654183,2.794491e-7,0.00018902234,0.9123639,0.08076672,0.005284639,0.00005191014,0.00008895971],"study_design_scores_gemma":[0.0006078088,0.000097236414,0.00084084336,0.00064672733,0.00006959626,0.000010869162,0.00011963326,0.8079979,0.18848778,0.00010110976,0.0006256442,0.00039484297],"about_ca_topic_score_codex":0.000019211282,"about_ca_topic_score_gemma":0.000005731229,"teacher_disagreement_score":0.10772105,"about_ca_system_score_codex":0.00020826184,"about_ca_system_score_gemma":0.0000672016,"threshold_uncertainty_score":0.9999056},"labels":[],"label_agreement":null},{"id":"W2342030550","doi":"","title":"Effect of wide specialty tires on flexible pavement damage","year":2015,"lang":"en","type":"article","venue":"TAC 2015: Getting You There Safely - 2015 Conference and Exhibition of the Transportation Association of Canada // ATC: Destination sÃ©curitÃ© routiÃ¨re - 2015 CongrÃ¨s et Exposition de l'Association des transports du Canada","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rut; Subgrade; Axle; Structural engineering; Geotechnical engineering; Asphalt pavement; Axle load; Truck; Trailer; Track (disk drive); Asphalt concrete; Ultimate tensile strength; Tensile strain; Environmental science; Asphalt; Engineering; Materials science; Composite material; Automotive engineering","score_opus":0.0068521755490800595,"score_gpt":0.21291383835147754,"score_spread":0.2060616628023975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2342030550","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98776287,0.00024360897,0.004765772,0.0030083454,0.00074027025,0.00085365504,0.0010869206,0.00017869544,0.0013598574],"genre_scores_gemma":[0.9980514,0.00013222417,0.00016583162,0.00016164676,0.00007595578,0.000055410666,0.000638655,0.000058261616,0.0006606037],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9955134,0.00044272374,0.0013673875,0.00036683964,0.0017772216,0.00053242635],"domain_scores_gemma":[0.99580914,0.0006926557,0.001382868,0.00031823697,0.0014999658,0.0002971099],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0024582322,0.0004490043,0.0006973664,0.00017955252,0.0002087779,0.000055617398,0.00026272773,0.00032776746,0.00014718938],"category_scores_gemma":[0.000742441,0.00044852358,0.00015682363,0.0005072869,0.00008074143,0.0004738018,0.00001018006,0.00038869996,9.3931556e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047689377,0.0002897808,0.21724899,0.0019628173,0.0006390329,0.000023056376,0.0059440834,0.71237266,0.003970608,0.007165095,0.04691538,0.002991631],"study_design_scores_gemma":[0.009178254,0.0012000871,0.84137404,0.0023606352,0.00097081607,0.000008396952,0.0022280277,0.039491512,0.08390685,0.002574268,0.014519236,0.002187886],"about_ca_topic_score_codex":0.17910336,"about_ca_topic_score_gemma":0.6998999,"teacher_disagreement_score":0.6728811,"about_ca_system_score_codex":0.0026590705,"about_ca_system_score_gemma":0.0017788727,"threshold_uncertainty_score":0.9997966},"labels":[],"label_agreement":null},{"id":"W2342363948","doi":"10.1139/cgj-2015-0162","title":"Numerical simulation of plug formation during casing installation of cast-in-place concrete pipe (PCC) piles","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Higher Education Discipline Innovation Project; Lloyd's Register","keywords":"Casing; Pile; Geotechnical engineering; Centrifuge; Embedment; Deformation (meteorology); Geology; Soil structure interaction; Engineering; Structural engineering; Finite element method; Mechanical engineering","score_opus":0.007851146567858234,"score_gpt":0.19599372419279076,"score_spread":0.18814257762493253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2342363948","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76908576,0.000082775754,0.2302745,0.000108606,0.0001141739,0.00012089439,0.000013746475,0.00007193333,0.00012757853],"genre_scores_gemma":[0.99962366,0.00006160895,0.00022534063,0.0000050584913,0.000047153175,0.0000026422235,0.000003906113,0.000024619141,0.000005985827],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986862,0.000036040477,0.0006483409,0.00010564004,0.0002129267,0.00031087277],"domain_scores_gemma":[0.99925494,0.00012605127,0.0001145425,0.00014994302,0.0001151049,0.00023939069],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002774386,0.00013454804,0.0002462764,0.0003908562,0.00005039162,0.00001490557,0.00012403184,0.00020070083,0.0000380799],"category_scores_gemma":[0.00031465926,0.00011931356,0.000074638636,0.00033654922,0.000044612476,0.00031249892,0.000010337385,0.00025981822,0.0000029760088],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012438485,0.0000022481627,0.00018634595,0.000059724032,0.000006489915,0.000007977374,0.000060326507,0.9773591,0.018517355,0.00006586189,0.0000074013983,0.0037146884],"study_design_scores_gemma":[0.00064688956,0.00005429502,0.008508366,0.00038304957,0.000010966229,0.00008040378,0.000027071019,0.98076516,0.00877335,0.00013923699,0.00041970334,0.00019153146],"about_ca_topic_score_codex":0.00075677084,"about_ca_topic_score_gemma":0.0006595323,"teacher_disagreement_score":0.23053789,"about_ca_system_score_codex":0.0005613212,"about_ca_system_score_gemma":0.00009280737,"threshold_uncertainty_score":0.48654658},"labels":[],"label_agreement":null},{"id":"W2342591212","doi":"","title":"SETTLEMENT OF A GROUP OF STONE COLUMNS IN SOFT SOIL","year":2016,"lang":"en","type":"article","venue":"University of Biskra Journals (University Mohamed Khider Biskra)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada); Concordia University","funders":"","keywords":"Settlement (finance); Group (periodic table); Geotechnical engineering; Divergence (linguistics); Column (typography); Geology; Mathematics; Geometry; Computer science; Physics; Connection (principal bundle)","score_opus":0.008579108951044063,"score_gpt":0.17115995941542697,"score_spread":0.16258085046438292,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2342591212","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8858537,0.00026031132,0.112513855,0.00031648966,0.00008969175,0.00015540513,0.000120430035,0.00008986964,0.00060024956],"genre_scores_gemma":[0.99747366,0.0011326607,0.0010756064,0.0000035131377,0.000008584695,4.0175305e-8,0.0000054725915,0.000015892698,0.0002845448],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99885064,0.0000639125,0.00026486846,0.00019182917,0.00034478915,0.00028397093],"domain_scores_gemma":[0.99908817,0.00012305648,0.00020073896,0.0002797469,0.00016607385,0.00014221009],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034733518,0.00016194851,0.0004500278,0.0005485024,0.000067663896,0.0000037213117,0.0003792664,0.00018171906,0.00044493488],"category_scores_gemma":[0.000046972877,0.000189285,0.0001802483,0.00059684715,0.0002172653,0.0002976631,0.00011655379,0.0001932437,0.0000066939065],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005953304,0.0010412105,0.04166957,0.0012808834,0.00096385926,0.00025713973,0.01002883,0.58877444,0.28580993,0.002449148,0.0031973934,0.06393228],"study_design_scores_gemma":[0.025320595,0.0013722331,0.71829337,0.00537134,0.0008577476,0.00006720229,0.031845808,0.18174408,0.013248109,0.0019317388,0.017135847,0.0028119404],"about_ca_topic_score_codex":0.00062753406,"about_ca_topic_score_gemma":0.00093029335,"teacher_disagreement_score":0.67662376,"about_ca_system_score_codex":0.000191694,"about_ca_system_score_gemma":0.00004741088,"threshold_uncertainty_score":0.7718818},"labels":[],"label_agreement":null},{"id":"W2344278037","doi":"","title":"A Comprehensive Analysis of the Measurement Techniques used to Determine Geotextile Opening Size: AOS, FOS, O90, and 'Bubble Point'","year":2015,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotextile; Capillary action; Wetting; Materials science; Filtration (mathematics); Surface tension; Composite material; Geotechnical engineering; Bubble; Mechanics; Engineering; Mathematics","score_opus":0.04538904939814142,"score_gpt":0.23842971352935755,"score_spread":0.19304066413121612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2344278037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9057922,0.00026344162,0.08943806,0.00027474342,0.00012808506,0.0006540544,0.000011889751,0.00075035304,0.0026871737],"genre_scores_gemma":[0.9969996,0.000006694497,0.0028593468,0.000041366493,0.000009888023,0.00002613622,0.0000018828945,0.000017966708,0.000037072492],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99914163,0.000018801333,0.00024212798,0.00014697517,0.0002930712,0.00015739213],"domain_scores_gemma":[0.9993214,0.00005465487,0.000025060433,0.00029823172,0.00019105771,0.00010960625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025530206,0.00013094708,0.00027678424,0.00011453612,0.000027399481,0.000024002245,0.00014640807,0.00006336049,0.000015215278],"category_scores_gemma":[0.00017661077,0.000098697186,0.000068839516,0.0007184547,0.000020899353,0.000062121224,0.00009333933,0.00008655064,0.0000014240943],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000070185774,0.000015867363,0.00022713978,0.000050391787,0.0001841981,7.167117e-7,0.0005744727,0.969564,0.024990274,0.0001062012,0.00041822993,0.0038614785],"study_design_scores_gemma":[0.00036487414,0.00010419122,0.0065814992,0.00008129117,0.00033895238,0.0000029802713,0.00030281884,0.9377391,0.04700139,0.00018166569,0.006966279,0.00033495316],"about_ca_topic_score_codex":0.0001429848,"about_ca_topic_score_gemma":0.00016658967,"teacher_disagreement_score":0.091207445,"about_ca_system_score_codex":0.00007683136,"about_ca_system_score_gemma":0.000016183272,"threshold_uncertainty_score":0.40247545},"labels":[],"label_agreement":null},{"id":"W2347333221","doi":"","title":"NUMERICAL ANALYSIS OF PERFORMANCE OF GEOGRIDS-REINFORCED RETAINING WALLS BY NONLINEAR FEM","year":2005,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Retaining wall; Finite element method; Stiffness; Rigidity (electromagnetism); Structural engineering; Deformation (meteorology); Geogrid; Numerical analysis; Geotechnical engineering; Materials science; Nonlinear system; Engineering; Composite material; Reinforcement; Mathematics","score_opus":0.0033373035836464756,"score_gpt":0.1837152535677778,"score_spread":0.1803779499841313,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2347333221","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.68205225,0.00085338415,0.3169145,0.000009958987,0.00008516177,0.000028721612,0.0000056498893,0.00003757388,0.00001279016],"genre_scores_gemma":[0.9970173,0.0007554255,0.002120689,0.0000034137954,0.000062090425,0.0000010094236,0.000006690696,0.000027753958,0.000005607855],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99881077,0.000005160674,0.0006786571,0.00008439728,0.00023615113,0.00018488683],"domain_scores_gemma":[0.99941826,0.000063141495,0.00014578538,0.00013540284,0.00012277662,0.00011461586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026566925,0.00019006807,0.00057945366,0.00036114495,0.00002097549,0.000010317971,0.00014754849,0.00010727407,0.000009517288],"category_scores_gemma":[0.00010468346,0.00015930549,0.00017486674,0.00073539943,0.0000025985441,0.0001676079,0.000026220187,0.00025660652,3.079654e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009814344,0.000010151885,0.00014151308,0.00015359322,0.00028569362,6.2534855e-7,0.00012905378,0.979242,0.018701436,0.0000704184,0.0000057586517,0.0012499216],"study_design_scores_gemma":[0.00026308812,0.00010829943,0.0002705666,0.00009232374,0.00017198258,0.00001175895,0.000011917852,0.99508977,0.0035563551,0.000003290745,0.00027488984,0.00014578433],"about_ca_topic_score_codex":0.0000019748366,"about_ca_topic_score_gemma":2.5485917e-7,"teacher_disagreement_score":0.31496504,"about_ca_system_score_codex":0.00003661727,"about_ca_system_score_gemma":0.000009949263,"threshold_uncertainty_score":0.64962894},"labels":[],"label_agreement":null},{"id":"W2357131595","doi":"10.1016/j.measurement.2016.05.029","title":"Strength measurement and textural characteristics of tropical residual soil stabilised with liquid polymer","year":2016,"lang":"en","type":"article","venue":"Measurement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":87,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Universiti Teknologi Malaysia; Ministry of Higher Education, Malaysia","keywords":"Laterite; Compressive strength; Curing (chemistry); Materials science; Porosity; Soil water; Atterberg limits; Particle size; Composite material; Scanning electron microscope; Specific surface area; Geotechnical engineering; Soil science; Environmental science; Metallurgy; Geology; Chemistry","score_opus":0.015232673502890882,"score_gpt":0.17448276366884566,"score_spread":0.1592500901659548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2357131595","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98762494,0.0004579126,0.011107552,0.00018648665,0.000104882565,0.00016448468,0.000013813568,0.00019963183,0.00014028586],"genre_scores_gemma":[0.9997442,0.00004835417,0.000086327054,0.000006077789,0.00005223731,0.000022614515,0.0000015045257,0.000028737735,0.0000099754625],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99848443,0.000028517634,0.00030189165,0.00017616284,0.00077161327,0.0002373666],"domain_scores_gemma":[0.99940354,0.000020652064,0.000037894664,0.0002262019,0.00020516408,0.00010654509],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027584363,0.0001794166,0.00023162465,0.00005327187,0.000028004386,0.000011703874,0.00007907492,0.00006946604,0.00002462803],"category_scores_gemma":[0.00011567681,0.00011497364,0.000029418065,0.000082740546,0.00006121084,0.000058157573,0.00001858007,0.000083815146,0.0000023563375],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00051489833,0.00024777683,0.004856816,0.0005848237,0.00027855329,0.0000059115187,0.00038071553,0.0042557498,0.9429979,0.00085956923,0.00020333123,0.044813983],"study_design_scores_gemma":[0.0051608165,0.0021587273,0.31478876,0.0013184644,0.00023291078,0.000013223798,0.00011292495,0.005980645,0.6661018,0.000042477925,0.0028079606,0.0012812475],"about_ca_topic_score_codex":0.0000092084765,"about_ca_topic_score_gemma":0.00004591424,"teacher_disagreement_score":0.30993193,"about_ca_system_score_codex":0.0001716604,"about_ca_system_score_gemma":0.000034656194,"threshold_uncertainty_score":0.4688489},"labels":[],"label_agreement":null},{"id":"W2360940040","doi":"","title":"Design and Construction of a Partially Piled Raft Foundation","year":2009,"lang":"en","type":"article","venue":"Journal of Earth Sciences and Environment","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Foundation (evidence); Settlement (finance); Bearing capacity; Raft; Geotechnical engineering; Slab; Geology; Engineering; Structural engineering; Computer science; Geography; Materials science","score_opus":0.010722449512304713,"score_gpt":0.1879782822414687,"score_spread":0.17725583272916398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2360940040","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74049306,0.00024251637,0.25905147,0.000090081376,0.00004388268,0.000030746076,8.1089425e-8,0.0000051962256,0.000042970973],"genre_scores_gemma":[0.9815052,0.0010160619,0.01745805,0.0000045498423,0.0000126711275,1.419418e-7,7.0269834e-8,0.0000011351123,0.000002131535],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996522,0.000008124847,0.00014632379,0.000037283025,0.0001043389,0.000051697738],"domain_scores_gemma":[0.9998818,0.000016410828,0.00004239945,0.00002203254,0.000004948372,0.00003239771],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025836605,0.000035289064,0.0000706635,0.00003599847,0.00002479077,0.000013497604,0.000022218092,0.00001841037,0.00001012909],"category_scores_gemma":[0.000008352736,0.000028009445,0.000010678249,0.000039036295,0.00006680707,0.00009922793,0.0000030570172,0.000035779514,3.1363558e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003804652,0.000006388942,0.00022454167,0.000004942323,0.0000026332327,3.1709047e-7,0.00005511785,0.9610326,0.007864988,0.00017311538,0.0000014923012,0.030630004],"study_design_scores_gemma":[0.00044004185,0.0010229106,0.089098625,0.000051558705,0.0000226551,0.00006684086,0.00007668382,0.9005761,0.0051030633,0.0024526417,0.0009772035,0.00011164913],"about_ca_topic_score_codex":4.5248282e-7,"about_ca_topic_score_gemma":1.6591842e-7,"teacher_disagreement_score":0.2415934,"about_ca_system_score_codex":0.000002968098,"about_ca_system_score_gemma":0.000004265334,"threshold_uncertainty_score":0.1142192},"labels":[],"label_agreement":null},{"id":"W2365351373","doi":"","title":"Reliability Analysis of Earth Architecture Bearing Wall","year":2011,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CAE (Canada)","funders":"","keywords":"Bearing (navigation); Reliability (semiconductor); Reliability engineering; Architecture; Earth (classical element); Engineering; Geology; Forensic engineering; Computer science; Geography; Artificial intelligence; Mathematics; Physics; Power (physics); Archaeology","score_opus":0.010180926313253449,"score_gpt":0.18130958234545758,"score_spread":0.17112865603220412,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2365351373","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74178714,0.00002614012,0.24157923,0.0000037439208,0.000039540115,0.00004975018,0.0000022878578,0.00046559505,0.016046587],"genre_scores_gemma":[0.9954347,0.000006493309,0.0044763647,0.000003946267,0.0000037994114,0.0000029359012,0.000004537209,0.00000925346,0.000057981197],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99955094,0.000006430741,0.00016304414,0.00009301997,0.000077916804,0.00010866567],"domain_scores_gemma":[0.9996649,0.0000217098,0.000009978612,0.00023647443,0.00002641923,0.000040490886],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009795544,0.000070477465,0.000157823,0.00013747466,0.000009163414,0.0000027102742,0.000076281845,0.000059416416,0.00018885323],"category_scores_gemma":[0.00003652568,0.000061328275,0.00009203372,0.0005535418,0.000016190375,0.000027599277,0.000013422302,0.000090044356,0.0000035525577],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000014577142,0.000011733337,0.0011388115,0.000027845414,0.00009327852,1.864267e-7,0.00024322793,0.995724,0.0010607048,0.0004581109,0.0000028019472,0.0012377978],"study_design_scores_gemma":[0.000057365,0.000019032857,0.20238838,0.0000053137032,0.00015521316,2.4464896e-7,0.000012314046,0.7920878,0.0044916,0.00029944527,0.00036586923,0.00011743655],"about_ca_topic_score_codex":0.000121377,"about_ca_topic_score_gemma":0.000053067135,"teacher_disagreement_score":0.25364757,"about_ca_system_score_codex":0.000006397224,"about_ca_system_score_gemma":0.0000023069374,"threshold_uncertainty_score":0.25008944},"labels":[],"label_agreement":null},{"id":"W2369136883","doi":"","title":"Research on creep model of EPS composite soil","year":2010,"lang":"en","type":"article","venue":"Rock and Soil Mechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Creep; Composite number; Geotechnical engineering; Materials science; Deformation (meteorology); Expanded polystyrene; Stress (linguistics); Composite material; Structural engineering; Geology; Engineering","score_opus":0.025212327627083964,"score_gpt":0.25456463708634847,"score_spread":0.2293523094592645,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2369136883","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88050115,0.000052986506,0.11687337,0.00003417159,0.00018251356,0.000075634576,0.000008979549,0.00018973101,0.0020814668],"genre_scores_gemma":[0.9994187,0.0001170304,0.00029815253,0.000008456593,0.00003331607,0.000008790791,0.000004896634,0.000025786281,0.0000848681],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99923825,0.000012956432,0.00015990877,0.00013754355,0.00023172132,0.00021962951],"domain_scores_gemma":[0.99951226,0.000068245696,0.000012071251,0.00023395328,0.000080720056,0.00009276317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028251356,0.00010443703,0.00014810775,0.000109553315,0.000079956924,0.0000151389095,0.00011319977,0.00015498826,0.000005706318],"category_scores_gemma":[0.000044022483,0.000102836406,0.000032963064,0.00016541452,0.000008702785,0.000040289215,0.000046431094,0.0005026244,0.000011327436],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000039474967,0.000019795169,0.0000021984854,0.000064679385,0.0000058008354,3.9272686e-7,0.00007348381,0.9034039,0.070520364,0.024427433,0.000073376854,0.0014046268],"study_design_scores_gemma":[0.00014289746,0.000046840556,0.000022440188,0.000022606951,0.0000047686726,0.0000017501635,0.0000229563,0.97263473,0.021113459,0.005784052,0.00010026422,0.00010324427],"about_ca_topic_score_codex":0.000011274063,"about_ca_topic_score_gemma":0.000022667466,"teacher_disagreement_score":0.118917555,"about_ca_system_score_codex":0.000013984736,"about_ca_system_score_gemma":0.000009962411,"threshold_uncertainty_score":0.41935468},"labels":[],"label_agreement":null},{"id":"W2386141429","doi":"","title":"NON-LINEAR DISTRIBUTION OF ACTIVE EARTH PRESSURE","year":2009,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Petro-Canada","funders":"","keywords":"Lateral earth pressure; Earth (classical element); Moment (physics); Limit (mathematics); Distribution (mathematics); Mathematics; Mechanics; Mathematical analysis; Geotechnical engineering; Geology; Physics; Classical mechanics","score_opus":0.004616031525755165,"score_gpt":0.19501077231793093,"score_spread":0.19039474079217578,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2386141429","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47151595,0.00008763485,0.51746,0.000060241768,0.00012229361,0.00016266752,0.000031170555,0.00070890057,0.009851157],"genre_scores_gemma":[0.99961203,0.00001202376,0.00019914762,0.0000035099556,0.000018081577,0.0000014597698,0.000030909327,0.0000046418495,0.00011819199],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997091,0.0000018566383,0.00009003895,0.0000524235,0.00006428145,0.000082263],"domain_scores_gemma":[0.99984026,0.0000071367435,0.000007378337,0.000091541515,0.00002718474,0.00002649926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000026669828,0.000054501073,0.00007685578,0.00001394856,0.000009028135,0.000002447298,0.000038690676,0.000055259417,0.000018662364],"category_scores_gemma":[0.000015743333,0.000050387036,0.000025079227,0.0001057895,0.0000062255704,0.000047305235,0.0000033293293,0.000062589555,0.000005258947],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000024858468,0.0000131499055,0.000008805188,0.00001852258,0.000006872511,1.4187012e-7,0.000024301635,0.98651606,0.0035043575,0.00088955596,0.000126228,0.008889507],"study_design_scores_gemma":[0.00012703493,0.000047530346,0.024044065,0.000011959024,0.000009656974,5.4475106e-7,0.000008018062,0.93196666,0.039812576,0.0001137295,0.0037751803,0.00008302327],"about_ca_topic_score_codex":0.0000047661856,"about_ca_topic_score_gemma":7.655274e-7,"teacher_disagreement_score":0.5280961,"about_ca_system_score_codex":0.0000057908824,"about_ca_system_score_gemma":0.0000026004573,"threshold_uncertainty_score":0.20547237},"labels":[],"label_agreement":null},{"id":"W2387954476","doi":"","title":"Creep behaviors of light-weight EPS treated soil","year":2010,"lang":"en","type":"article","venue":"Journal of Hohai University","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Creep; Expanded polystyrene; Consolidation (business); Materials science; Geotechnical engineering; Constitutive equation; Composite material; Polystyrene; Structural engineering; Geology; Engineering; Finite element method; Polymer","score_opus":0.0027110439933227953,"score_gpt":0.15403751043328998,"score_spread":0.15132646643996717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2387954476","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955399,0.000026658769,0.0024061215,0.00003919972,0.00026456476,0.000022233657,0.0000034092034,0.00005647834,0.0016414268],"genre_scores_gemma":[0.9994935,0.000041011517,0.00031106174,0.0000011219881,0.000036898018,2.1155481e-8,9.4202e-7,0.000008868716,0.0001065884],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99956393,0.000009285779,0.00016063999,0.000044596218,0.00012612269,0.000095424635],"domain_scores_gemma":[0.99960107,0.000020799838,0.000068460795,0.000108555185,0.0001166208,0.000084504725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009787626,0.00007406509,0.00016183284,0.00014620661,0.000026104099,0.0000043046903,0.00015287253,0.000106596155,0.000052276064],"category_scores_gemma":[0.00002444523,0.000071408496,0.00009744079,0.00018704929,0.0000228585,0.00013118333,0.00001489866,0.00030184278,0.0000021589653],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000096787495,0.00030665853,0.011348705,0.0001225353,0.00017852904,0.00022651862,0.00062926783,0.3577323,0.61966574,0.0013692752,0.0022703048,0.0060533835],"study_design_scores_gemma":[0.008151315,0.0015428326,0.249016,0.00038898914,0.0011938266,0.0004802062,0.0011439548,0.11573978,0.49546692,0.00051082,0.124554045,0.0018113189],"about_ca_topic_score_codex":0.000016887123,"about_ca_topic_score_gemma":0.000024603,"teacher_disagreement_score":0.24199253,"about_ca_system_score_codex":0.000038290702,"about_ca_system_score_gemma":0.000014954976,"threshold_uncertainty_score":0.2911954},"labels":[],"label_agreement":null},{"id":"W2390695563","doi":"10.5539/mas.v10n6p1","title":"Analyzing and Investigating the Effect of Nailing on Stabilization Soil Trenches of Sand with Medium Density via Analytical Limit","year":2016,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soil nailing; Limit (mathematics); Variable (mathematics); Stability (learning theory); Nail (fastener); Soil stabilization; Geotechnical engineering; Environmental science; Mathematics; Geology; Computer science; Soil science; Soil water; Structural engineering; Engineering; Mathematical analysis","score_opus":0.007411323247861193,"score_gpt":0.19414766786582857,"score_spread":0.18673634461796737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2390695563","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70484996,0.000015063793,0.29481313,0.000019600777,0.000011452187,0.00007400488,6.4497067e-7,0.000045040873,0.00017110357],"genre_scores_gemma":[0.99971336,0.000005297163,0.00025431326,0.0000022465244,0.000007969345,0.000006038266,3.7076052e-7,0.000008868371,0.000001551252],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999196,0.000013078424,0.00017340404,0.00018502878,0.00027496536,0.00015750826],"domain_scores_gemma":[0.9993649,0.00030078908,0.00004262147,0.00019198343,0.0000388495,0.000060868588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006210084,0.00010302454,0.00016601055,0.00006805797,0.00007542275,0.000013642769,0.00012521503,0.000039484574,0.0000010013415],"category_scores_gemma":[0.00019628194,0.000054365926,0.000015471422,0.00043268732,0.00047782026,0.00006731207,0.000030684638,0.00007395229,2.7799632e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008554938,0.000003307394,0.0025044524,0.000066028035,0.000004989658,7.9259635e-8,0.00020975262,0.36947316,0.6183757,0.0001525662,3.4247785e-7,0.009201026],"study_design_scores_gemma":[0.00014178728,0.00006291073,0.003913784,0.000054245556,0.000011516659,5.7900616e-7,0.0000063684597,0.6714873,0.32406044,0.00020414565,3.2505585e-7,0.00005659571],"about_ca_topic_score_codex":0.000005837996,"about_ca_topic_score_gemma":0.0000076287174,"teacher_disagreement_score":0.30201414,"about_ca_system_score_codex":0.000032525935,"about_ca_system_score_gemma":0.000017902987,"threshold_uncertainty_score":0.22169782},"labels":[],"label_agreement":null},{"id":"W2394201478","doi":"","title":"Application of reinforced earth retaining wall at a residential quarter","year":2007,"lang":"en","type":"article","venue":"Guangxi Water Resources and Hydropower Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quarter (Canadian coin); Retaining wall; Earth (classical element); Engineering; Civil engineering; Reinforced concrete; Construction engineering; Forensic engineering; Architectural engineering; Structural engineering; Archaeology; Geography; Mathematics","score_opus":0.003166266879872645,"score_gpt":0.17819472057031732,"score_spread":0.17502845369044467,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2394201478","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8623662,0.00025075657,0.13626796,0.000019677223,0.00008014445,0.00012370961,0.0000016316928,0.0003939892,0.0004959243],"genre_scores_gemma":[0.9992864,0.000023291028,0.00040945498,0.000007674055,0.000068117995,0.000008437764,0.00001892725,0.000049238366,0.00012842966],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99884206,0.0000048915304,0.00038587936,0.00019233146,0.00019016968,0.00038467464],"domain_scores_gemma":[0.99956244,0.000031003026,0.000026799618,0.00023979973,0.000028156817,0.00011179912],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002980517,0.00019609771,0.00022090925,0.00017865513,0.000050062852,0.000025975456,0.00010551765,0.00013622257,0.000021084436],"category_scores_gemma":[0.000012087232,0.00017128399,0.0000627241,0.00013304359,0.000029999524,0.00009572856,0.000057583446,0.0001547292,0.000012151797],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001888446,0.0000037417017,0.00017088647,0.00018230928,0.000029254847,0.0000049063638,0.0022181238,0.8458456,0.15060817,0.00014532116,0.000018194065,0.00075460813],"study_design_scores_gemma":[0.0003505953,0.000056927678,0.0015760858,0.000055763598,0.000022251897,0.000019006646,0.000065844,0.89262384,0.08028359,0.0000132119485,0.024615569,0.00031728906],"about_ca_topic_score_codex":0.000053408712,"about_ca_topic_score_gemma":0.00001573958,"teacher_disagreement_score":0.13692021,"about_ca_system_score_codex":0.00003704298,"about_ca_system_score_gemma":0.0000011505689,"threshold_uncertainty_score":0.69847584},"labels":[],"label_agreement":null},{"id":"W2412112172","doi":"10.1061/9780784479902.056","title":"Reclamation for a Bulk and Container Terminal Complex in a High Seismicity Region","year":2016,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Berger (Canada)","funders":"","keywords":"Land reclamation; Induced seismicity; Peninsula; Soil water; Environmental science; Geology; Mining engineering; Soil science; Geography; Archaeology; Seismology","score_opus":0.016049977483509895,"score_gpt":0.2050343711000015,"score_spread":0.1889843936164916,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2412112172","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5475133,0.000008691131,0.45142695,0.0004969943,0.00003371406,0.00014581249,0.0000024588762,0.00019899957,0.00017305663],"genre_scores_gemma":[0.9988197,0.00001519117,0.0009400784,0.000029726229,0.000018775349,0.000032266234,0.0000048001793,0.000010152132,0.0001292903],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996675,0.000004744999,0.0001134011,0.00008081127,0.000032920696,0.00010062024],"domain_scores_gemma":[0.9998258,0.0000610686,0.000007784204,0.000064009524,0.00001634203,0.000025041894],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006415031,0.00006063416,0.00008366269,0.000045207184,0.000011645924,0.000007345236,0.000024574541,0.000053719505,0.0000059957492],"category_scores_gemma":[0.000045043962,0.000043631444,0.000012014102,0.000050207098,0.000010966147,0.00006225556,0.0000060568464,0.000025843303,0.0000013396344],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018721892,0.00011791386,0.0042339233,0.000999325,0.0000463348,0.000015015283,0.0005642117,0.467714,0.08701156,0.07776058,0.0061221854,0.3552277],"study_design_scores_gemma":[0.0013870271,0.00006585237,0.024343638,0.000082131024,0.0000054064753,0.000013367022,0.0000133676185,0.9630381,0.000878446,0.0033020715,0.0066685257,0.00020205339],"about_ca_topic_score_codex":0.0000424066,"about_ca_topic_score_gemma":0.000020055144,"teacher_disagreement_score":0.4953241,"about_ca_system_score_codex":0.0000408518,"about_ca_system_score_gemma":0.0000021862593,"threshold_uncertainty_score":0.17792387},"labels":[],"label_agreement":null},{"id":"W2413905022","doi":"10.1061/9780784479902.073","title":"Deltaport Berth’s 3 Design and Construction Challenges","year":2016,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Klohn Crippen Berger (Canada)","funders":"","keywords":"Wharf; Caisson; Port (circuit theory); Engineering; Settlement (finance); Earthworks; Civil engineering; Hammer; Runway; Geotechnical engineering; Marine engineering; Structural engineering; Computer science; Archaeology; Mechanical engineering","score_opus":0.014180742162795742,"score_gpt":0.17137709019741018,"score_spread":0.15719634803461444,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2413905022","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018930756,0.00048656695,0.9762642,0.00026549093,0.00010954521,0.000063125204,4.0607262e-7,0.00073007407,0.0031498668],"genre_scores_gemma":[0.99042314,0.0016093284,0.007852802,0.0000035537016,0.000018030538,0.000008493849,2.930025e-7,0.00001157098,0.000072794566],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999724,0.000004792302,0.00007093329,0.00007342693,0.00004153894,0.00008533245],"domain_scores_gemma":[0.99983346,0.000041119638,0.0000039928564,0.000070537455,0.000012195173,0.000038686674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006283469,0.000057609464,0.000055548917,0.00002643901,0.000012422614,0.0000047174567,0.00002087841,0.000050984047,0.000026598911],"category_scores_gemma":[0.0000206535,0.00003889098,0.000008958467,0.000028548891,0.0000201677,0.00005878669,0.0000055156456,0.000023349976,0.00001001209],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000039211327,0.000007708834,0.00009826549,0.00006178766,0.000023813931,0.0000016680751,0.00007753153,0.09150418,0.0077026132,0.03563022,0.0003766239,0.86451167],"study_design_scores_gemma":[0.0020027428,0.00026084215,0.013632861,0.0001890252,0.000051027546,0.0002060716,0.00020108458,0.8446784,0.03358809,0.028145466,0.07561297,0.0014313934],"about_ca_topic_score_codex":0.0000015567814,"about_ca_topic_score_gemma":0.000001882191,"teacher_disagreement_score":0.97149235,"about_ca_system_score_codex":0.000012600519,"about_ca_system_score_gemma":0.0000021106848,"threshold_uncertainty_score":0.15859282},"labels":[],"label_agreement":null},{"id":"W2414797993","doi":"","title":"A new pavement design procedure for frost protection in seasonal frost areas","year":2013,"lang":"en","type":"article","venue":"Proceedings of the international conferences on the bearing capacity of roads, railways and airfields","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Subgrade; Frost heaving; Geotechnical engineering; Soil water; Frost weathering; Environmental science; Serviceability (structure); Context (archaeology); Frost (temperature); Engineering; Geology; Civil engineering; Soil science","score_opus":0.028144821038203493,"score_gpt":0.19817355689743296,"score_spread":0.17002873585922948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2414797993","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9827561,0.000025303683,0.012872531,0.0024741152,0.00017998941,0.0007753412,0.000009298461,0.000049142993,0.00085817813],"genre_scores_gemma":[0.9990609,0.000017799299,0.00061843195,0.000034358916,0.000046317076,0.000106615415,0.0000011944385,0.0000089789755,0.0001053923],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999303,0.0000036336144,0.00022132542,0.00012904915,0.00022455305,0.00011847997],"domain_scores_gemma":[0.99957544,0.00008137322,0.000083147235,0.000054604432,0.00017329729,0.000032165295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021897838,0.000114715396,0.00013664283,0.000057605517,0.00004754856,0.000059847585,0.0002799455,0.00008852328,0.00003186871],"category_scores_gemma":[0.00025039975,0.00007630877,0.00005244261,0.0000911561,0.000042525924,0.000113319955,0.000042970416,0.00019178353,7.0666795e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036313722,0.00037639626,0.02801317,0.0020071957,0.0005667054,1.7395345e-7,0.006413331,0.25320697,0.3880517,0.264487,0.010266874,0.04624735],"study_design_scores_gemma":[0.00092978094,0.00033486926,0.042330626,0.0010852689,0.00002739684,0.0000043085965,0.0007483392,0.7249532,0.17907345,0.04959858,0.0005681385,0.00034605674],"about_ca_topic_score_codex":0.0003361391,"about_ca_topic_score_gemma":0.000023669585,"teacher_disagreement_score":0.4717462,"about_ca_system_score_codex":0.000029048299,"about_ca_system_score_gemma":0.000024058316,"threshold_uncertainty_score":0.31117812},"labels":[],"label_agreement":null},{"id":"W2414877784","doi":"","title":"3D FE Analysis of Flexible Pavement with Geosynthetic Reinforcement","year":2006,"lang":"en","type":"article","venue":"Journal of Construction Engineering and Management-asce","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Reinforcement; Subgrade; Geotechnical engineering; Finite element method; Geogrid; Rut; Structural engineering; Base (topology); Modulus; Materials science; Parametric statistics; Geosynthetics; Asphalt; Engineering; Composite material; Mathematics","score_opus":0.002487245762817421,"score_gpt":0.1603002458863317,"score_spread":0.1578130001235143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2414877784","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20588042,0.00039882836,0.7920452,0.000017824312,0.00027235388,0.00010672138,0.000002359477,0.00012736174,0.0011489592],"genre_scores_gemma":[0.98871434,0.00027618348,0.010851454,0.0000028442516,0.00003411122,0.0000053931612,0.0000042517718,0.00001809574,0.00009334133],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990369,0.0000056727067,0.00045995344,0.00009189287,0.00024318014,0.00016240469],"domain_scores_gemma":[0.999592,0.00002013792,0.000116600655,0.00013914413,0.00007600264,0.00005613634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016224284,0.00014647625,0.00029131578,0.0006202833,0.000024048433,0.000024138542,0.00007261727,0.000045121888,0.000021313248],"category_scores_gemma":[0.000004509901,0.00013237278,0.00008414206,0.00060671405,0.000029486839,0.00011151209,0.000015485122,0.000104870494,4.591255e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000075338075,0.000014062197,0.00011014599,0.00018610519,0.0007456446,0.0000059195627,0.00002217558,0.9869821,0.0005233259,0.0054260427,0.000023766586,0.0059531736],"study_design_scores_gemma":[0.001022184,0.00017717901,0.010485428,0.00024324736,0.0018773396,0.000079331614,0.00016698602,0.97570634,0.0017456795,0.000061169674,0.008071369,0.0003637629],"about_ca_topic_score_codex":0.00000978514,"about_ca_topic_score_gemma":0.0000017798957,"teacher_disagreement_score":0.7828339,"about_ca_system_score_codex":0.000052684354,"about_ca_system_score_gemma":0.000004659546,"threshold_uncertainty_score":0.5398005},"labels":[],"label_agreement":null},{"id":"W2464016183","doi":"10.1139/cgj-2015-0343","title":"Laboratory assessment of the effects of polymer treatment on geotechnical properties of low-plasticity soil slurry","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"Australian Centre for Geomechanics","keywords":"Geotechnical engineering; Consolidation (business); Void ratio; Materials science; Slurry; Plasticity; Material properties; Composite material; Hydraulic conductivity; Geology; Soil water; Soil science","score_opus":0.005407969413707133,"score_gpt":0.18517351178633432,"score_spread":0.17976554237262718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2464016183","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9909225,0.0003515343,0.007543384,0.0003071037,0.00038566184,0.0002671245,0.000056614525,0.000082508006,0.00008356916],"genre_scores_gemma":[0.9996616,0.00016259054,0.00002710232,0.00002203972,0.000051428207,0.000016341884,4.3698486e-7,0.000032164942,0.00002628743],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985285,0.00006977331,0.00056598143,0.00014418708,0.0003418262,0.00034977932],"domain_scores_gemma":[0.99888176,0.00018635075,0.00012729705,0.00035324975,0.0001407253,0.00031061383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016477067,0.00021127319,0.00039120036,0.00018465087,0.000069053596,0.0000082598945,0.0003310238,0.0002632804,0.000022491977],"category_scores_gemma":[0.00040740208,0.000119376506,0.00019266056,0.00030319206,0.0002317784,0.00005849395,0.000028159517,0.00034307098,0.00000153956],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021388922,0.00016505808,0.00016919352,0.00042315281,0.00012613244,0.000013250861,0.000038449612,0.37218764,0.6193574,0.0014338952,0.00019946902,0.0058649345],"study_design_scores_gemma":[0.0014731864,0.0010371573,0.01743611,0.0030642254,0.00012374208,0.000034866433,0.000016982489,0.043784007,0.9315929,0.00013603273,0.0008735709,0.00042723943],"about_ca_topic_score_codex":0.0006584163,"about_ca_topic_score_gemma":0.0003247412,"teacher_disagreement_score":0.32840362,"about_ca_system_score_codex":0.000507299,"about_ca_system_score_gemma":0.00047322747,"threshold_uncertainty_score":0.48680326},"labels":[],"label_agreement":null},{"id":"W2470542754","doi":"10.1007/s11440-016-0477-1","title":"Statistical analysis of the effective stress method and modifications for prediction of ultimate bond strength of soil nails","year":2016,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University; Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bond strength; Soil nailing; Range (aeronautics); Solid mechanics; Stress (linguistics); Magnitude (astronomy); Geotechnical engineering; Structural engineering; Mathematics; Statistics; Nail (fastener); Materials science; Engineering; Physics; Composite material","score_opus":0.007387314971329845,"score_gpt":0.23627208797080293,"score_spread":0.22888477299947307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2470542754","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23931879,0.000039506656,0.75804144,0.000043817625,0.000030400088,0.00031184277,0.0020794936,0.000080332866,0.000054393764],"genre_scores_gemma":[0.99565667,0.000053218097,0.0041742604,6.8567664e-7,0.000004893082,0.00007058055,0.000020755917,0.000013471145,0.0000054842108],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99925524,0.00002840028,0.00033705134,0.00013684717,0.00012803059,0.00011444975],"domain_scores_gemma":[0.9986616,0.000774545,0.000095474614,0.0003325695,0.00010394676,0.000031897656],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023778256,0.00009661891,0.00028363592,0.00012896041,0.00002417657,0.0000028908437,0.00012135065,0.00011088554,0.0000049245127],"category_scores_gemma":[0.00045091,0.000063856685,0.00009360788,0.0004113951,0.00008944341,0.000046933204,0.000029924851,0.00006352159,6.232869e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020242982,0.000085300475,0.00062434835,0.00037079828,0.00057366746,3.9171276e-8,0.00011667737,0.76366943,0.2091538,0.0052824644,0.00008028799,0.020022923],"study_design_scores_gemma":[0.00037763227,0.00008276543,0.12851451,0.00010216687,0.0007733503,4.1759347e-7,0.000019630437,0.7829247,0.08632811,0.0006911748,0.00008801527,0.000097511336],"about_ca_topic_score_codex":0.000029706582,"about_ca_topic_score_gemma":0.000011159468,"teacher_disagreement_score":0.7563379,"about_ca_system_score_codex":0.000025178411,"about_ca_system_score_gemma":0.000010071611,"threshold_uncertainty_score":0.2604},"labels":[],"label_agreement":null},{"id":"W2472514226","doi":"10.1139/cgj-2016-0207","title":"Physical and numerical modelling of a geogrid-reinforced incremental concrete panel retaining wall","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":86,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Department of National Defence; Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de la Défense Nationale; Ministère des Transports","keywords":"Stiffness; Retaining wall; Structural engineering; Geogrid; Geotechnical engineering; Nonlinear system; Parametric statistics; Lateral earth pressure; Finite element method; Reinforcement; Engineering; Mathematics; Physics","score_opus":0.016949227518274185,"score_gpt":0.18944785933839361,"score_spread":0.17249863182011943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2472514226","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5435889,0.00018960181,0.45513254,0.0003888559,0.00010266948,0.000121107565,0.000015759608,0.00028661365,0.00017394444],"genre_scores_gemma":[0.9991375,0.00008820785,0.0005505161,0.00005037904,0.000104795625,0.0000053062104,0.0000017971,0.000046320347,0.000015164347],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987284,0.000023871968,0.00038653624,0.00015973326,0.0002233194,0.00047814933],"domain_scores_gemma":[0.99892455,0.000106040265,0.000051147294,0.00017140737,0.00006695393,0.0006799042],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024146467,0.00018780277,0.0003018369,0.0001696957,0.00008881514,0.000033021523,0.00018741547,0.00017985934,0.000031911084],"category_scores_gemma":[0.00010923063,0.00014809589,0.00010170808,0.00017318188,0.000102244856,0.00015063181,0.000029047154,0.0004148612,0.000007882579],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010891422,0.0000016800633,0.000033416236,0.000022726335,0.000034748384,0.000022919776,0.000084931286,0.9821247,0.011739637,0.0008414142,0.000104492996,0.0049784333],"study_design_scores_gemma":[0.00044471797,0.00010593444,0.0000989134,0.00012913885,0.0000230096,0.000145279,0.000020894593,0.9957317,0.0013646571,0.0002907862,0.0014087672,0.0002361684],"about_ca_topic_score_codex":0.0010490671,"about_ca_topic_score_gemma":0.00003077257,"teacher_disagreement_score":0.4555486,"about_ca_system_score_codex":0.0002247308,"about_ca_system_score_gemma":0.000088035,"threshold_uncertainty_score":0.6039175},"labels":[],"label_agreement":null},{"id":"W2479654978","doi":"10.1061/41022(336)20","title":"Physical Modeling of Soil-Structure Systems Response to Earthquake Loading","year":2009,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Centrifuge; Compressibility; Geotechnical engineering; Particle size; Permeability (electromagnetism); Soil water; Pile; Relative density; Particle (ecology); Reduction (mathematics); Materials science; Soil science; Mechanics; Geology; Composite material; Mathematics; Chemistry; Physics; Geometry","score_opus":0.006656089517001991,"score_gpt":0.20250011357123918,"score_spread":0.19584402405423718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2479654978","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82256436,0.000031966367,0.1763748,0.000034608376,0.00008552328,0.0000783537,0.0000033779659,0.000374514,0.000452482],"genre_scores_gemma":[0.9995177,0.0000014836386,0.00036398513,0.000010181997,0.000049538583,0.0000021009532,0.0000018544441,0.000014703283,0.000038466194],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942803,0.000013135451,0.00016525603,0.00010427599,0.00012840645,0.0001608932],"domain_scores_gemma":[0.99967784,0.00003236996,0.000007779255,0.00017111907,0.000034618097,0.0000762824],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009273377,0.0001028099,0.00016506846,0.000079225894,0.000017353372,0.000015017792,0.00007741754,0.00006432787,0.0000038603443],"category_scores_gemma":[0.0000622719,0.00009535305,0.00003885285,0.00021645335,0.0000039314323,0.000048538754,0.000007648036,0.000097768156,0.0000063250736],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000146445445,0.0000054910383,0.0000015324815,0.000021882022,0.0000035368153,4.78499e-7,0.00014180262,0.92656004,0.071915396,0.00055897684,0.00002172968,0.00075450673],"study_design_scores_gemma":[0.00008144843,0.000052960047,0.00020331814,0.000035091605,0.0000041034787,0.0000019754289,0.000029503997,0.9956525,0.0036246947,0.0001309688,0.00007276916,0.000110688605],"about_ca_topic_score_codex":0.000010023002,"about_ca_topic_score_gemma":0.0000018189189,"teacher_disagreement_score":0.17695332,"about_ca_system_score_codex":0.000027177412,"about_ca_system_score_gemma":0.0000052032515,"threshold_uncertainty_score":0.38883844},"labels":[],"label_agreement":null},{"id":"W2483970774","doi":"10.1061/9780784480083.001","title":"Construction Issues Associated with the Cold Weather Construction of a Highway Embankment Fill in Alberta, Canada","year":2016,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Levee; Frost (temperature); Cold weather; Compaction; Road construction; Winter season; Geotechnical engineering; Environmental science; Frost heaving; Spring (device); Work (physics); Highway engineering; Summer season; Civil engineering; Engineering; Geology; Meteorology; Geography; Climatology","score_opus":0.0027789792000140427,"score_gpt":0.15271994867148928,"score_spread":0.14994096947147523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2483970774","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9863914,0.00004567742,0.008970943,0.0013294874,0.00023204222,0.00021673046,0.000013184974,0.00016451413,0.002636019],"genre_scores_gemma":[0.9992759,0.000015734928,0.0001811925,0.00000911997,0.000008750159,0.00001476302,0.0000021862045,0.000012078899,0.00048022525],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995004,0.00001514473,0.00015336584,0.00008058034,0.00012766809,0.00012286597],"domain_scores_gemma":[0.9996911,0.00011074994,0.000026628903,0.00010993207,0.000038511407,0.000023026783],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000066178036,0.00008605127,0.000115448296,0.000029584482,0.000016346557,0.000004707397,0.000049261962,0.0000543054,0.00007010703],"category_scores_gemma":[0.00004295121,0.00004672272,0.000013495223,0.00016084709,0.00004905,0.000042431326,0.0000056947624,0.00005283287,0.0000010089274],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051652754,0.00009843013,0.02831058,0.00014853271,0.0003807576,0.00000619915,0.0006746778,0.8400906,0.028138177,0.0762003,0.007792246,0.018107867],"study_design_scores_gemma":[0.0124695925,0.00082393,0.21033351,0.0026342433,0.00029111325,0.00010238412,0.0034885828,0.35782564,0.2723642,0.0020150237,0.13399059,0.0036611967],"about_ca_topic_score_codex":0.12153654,"about_ca_topic_score_gemma":0.5521712,"teacher_disagreement_score":0.48226497,"about_ca_system_score_codex":0.00017435345,"about_ca_system_score_gemma":0.000036563983,"threshold_uncertainty_score":0.8843132},"labels":[],"label_agreement":null},{"id":"W2493188440","doi":"10.1088/1757-899x/136/1/012034","title":"A Review of Discrete Element Method Research on Particulate Systems","year":2016,"lang":"en","type":"review","venue":"IOP Conference Series Materials Science and Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Particulates; Discrete element method; Weathering; Fly ash; Geotechnical engineering; Portland cement; Civil engineering; Slag (welding); Environmental science; Engineering; Geology; Construction engineering; Cement; Mechanical engineering; Materials science; Waste management; Metallurgy; Geomorphology","score_opus":0.08127277053038642,"score_gpt":0.36075451161427385,"score_spread":0.27948174108388746,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2493188440","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000051926123,0.99462986,0.003220541,0.0000198475,0.0007728247,0.00072533416,0.00008145164,0.00024008277,0.00025813957],"genre_scores_gemma":[0.0025496043,0.9967239,0.0002714646,0.0000032822147,0.00007958288,0.00027612783,0.000011717716,0.000054227836,0.000030109208],"study_design_codex":"systematic_review","study_design_gemma":"not_applicable","domain_scores_codex":[0.9973323,0.00009421365,0.00084000215,0.00044491832,0.0006560522,0.0006325388],"domain_scores_gemma":[0.99869156,0.000164298,0.000102383754,0.00052878587,0.00033770254,0.00017526573],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0034049577,0.00040731393,0.0013448807,0.00039412375,0.000089673595,0.00017868436,0.00046882703,0.0001686183,0.000037136615],"category_scores_gemma":[0.00046724876,0.00028820828,0.00007238373,0.0008515088,0.00020390016,0.00027031123,0.00015632232,0.00023943998,0.000019288733],"study_design_candidate":"systematic_review","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000057346742,0.000017340151,3.368313e-8,0.63543236,0.00010467843,0.000009256504,0.00009014464,0.021590643,0.014395517,0.033251286,0.00021098074,0.294892],"study_design_scores_gemma":[0.000064892025,0.000115590956,9.651e-7,0.28063482,0.000077959216,0.000030891162,0.000016147651,0.003581487,0.0030963204,0.000022096407,0.71182114,0.00053769886],"about_ca_topic_score_codex":0.000009502928,"about_ca_topic_score_gemma":2.5178267e-7,"teacher_disagreement_score":0.71161014,"about_ca_system_score_codex":0.0001731835,"about_ca_system_score_gemma":0.0001640779,"threshold_uncertainty_score":0.999957},"labels":[],"label_agreement":null},{"id":"W2502099092","doi":"10.1680/jgrim.14.00016","title":"Optimising deep mixed soil zones in land reclamation projects","year":2016,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University; University of New Brunswick","funders":"","keywords":"Land reclamation; Environmental science; Work (physics); Water table; Civil engineering; Hydrology (agriculture); Geotechnical engineering; Geology; Groundwater; Engineering; Geography","score_opus":0.00781889429922991,"score_gpt":0.18094863460804742,"score_spread":0.1731297403088175,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2502099092","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.943532,0.000106761254,0.05399208,0.00013369466,0.00047918677,0.0003985154,0.000004428832,0.00017236995,0.0011809717],"genre_scores_gemma":[0.99920434,0.00009534743,0.00056500715,0.000004695866,0.000034201887,0.000044661447,0.0000015961054,0.000020925196,0.000029224942],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988406,0.000003027126,0.00046527293,0.00015719607,0.0003072519,0.00022666914],"domain_scores_gemma":[0.99954736,0.00002932903,0.000109915985,0.00011938787,0.00015252916,0.00004144932],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000329192,0.00017317967,0.00021618465,0.00021213024,0.000035181944,0.000018880208,0.0002086321,0.00011314443,0.0000048082743],"category_scores_gemma":[0.00022887647,0.00011980778,0.00007103892,0.00045699533,0.00006961676,0.0003865829,0.000047218433,0.00011010992,8.653704e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022439312,0.000081523904,0.00084074377,0.0009778938,0.000044368473,1.5141293e-7,0.00046482598,0.75061893,0.22842315,0.008577837,0.00005054314,0.009897601],"study_design_scores_gemma":[0.0030726383,0.0003442146,0.019933434,0.002218556,0.000081462706,0.00000871158,0.0004857243,0.55189735,0.41793588,0.0026310156,0.0006041669,0.00078685844],"about_ca_topic_score_codex":0.000042851076,"about_ca_topic_score_gemma":0.000060816226,"teacher_disagreement_score":0.1987216,"about_ca_system_score_codex":0.00024274811,"about_ca_system_score_gemma":0.000022915181,"threshold_uncertainty_score":0.48856193},"labels":[],"label_agreement":null},{"id":"W2503664978","doi":"10.1139/cgj-2015-0606","title":"Single model establishing strength of dispersive clay treated with distinct binders","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Porosity; Materials science; Pozzolan; Lime; Compressive strength; Composite material; Curing (chemistry); Cement; Geotechnical engineering; Portland cement; Geology; Metallurgy","score_opus":0.009009967504583534,"score_gpt":0.17479077001321205,"score_spread":0.16578080250862853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2503664978","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.63652813,0.000121308694,0.36070937,0.00049879315,0.00011344372,0.000165003,0.00009827226,0.00034544416,0.00142023],"genre_scores_gemma":[0.99935603,0.000030501784,0.00044224653,0.000015289063,0.00004556561,0.000004264178,0.0000056872523,0.000047564827,0.00005284247],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987961,0.000017303762,0.0003220615,0.00016097145,0.0002240741,0.000479464],"domain_scores_gemma":[0.9988768,0.00008586568,0.00005441843,0.00022991448,0.00011190603,0.0006410972],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014983905,0.00019393495,0.00023684578,0.00025102438,0.00008409377,0.000048803366,0.00025061768,0.00019927672,0.00004898951],"category_scores_gemma":[0.00020845552,0.00013204697,0.00008217554,0.00032428265,0.0001085917,0.00022530144,0.000013169784,0.00035160914,0.0000036553442],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011023186,0.00001916455,0.00026262808,0.000017481294,0.000039268765,0.000035224206,0.00003154423,0.9781643,0.008094803,0.00022920356,0.00047513057,0.01262024],"study_design_scores_gemma":[0.0013298424,0.00034810568,0.0016485886,0.00059200247,0.000091589005,0.00023089857,0.0000830494,0.9851962,0.006321246,0.0006209087,0.002800858,0.00073671626],"about_ca_topic_score_codex":0.0009220477,"about_ca_topic_score_gemma":0.0024435532,"teacher_disagreement_score":0.3628279,"about_ca_system_score_codex":0.0005227429,"about_ca_system_score_gemma":0.00015687275,"threshold_uncertainty_score":0.53847194},"labels":[],"label_agreement":null},{"id":"W2508492183","doi":"10.1061/9780784480137.038","title":"Design Charts for Laterally-Loaded Rigid Monopiles in Multilayered Elastic Soil","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Geology; Geotechnical engineering; Materials science; Structural engineering; Engineering","score_opus":0.013890488592218125,"score_gpt":0.20181384393635451,"score_spread":0.1879233553441364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2508492183","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29663986,0.00021342874,0.70061445,0.0003259297,0.00052247307,0.0005980877,0.000034625817,0.00087801437,0.00017315],"genre_scores_gemma":[0.9976549,0.00009642798,0.0014866,0.000018893377,0.00009000409,0.00019330143,0.0000058459464,0.00005764522,0.0003963724],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988431,0.000024787747,0.00031643856,0.00025382213,0.00011256576,0.0004492992],"domain_scores_gemma":[0.99929124,0.0002773986,0.00002366158,0.00026795303,0.000037949296,0.00010179601],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019843165,0.00021431498,0.00023647885,0.00012263645,0.000038488583,0.000021606493,0.00016044681,0.00019726813,0.000050048264],"category_scores_gemma":[0.00016591814,0.00015613987,0.000064548694,0.00010756355,0.00002792574,0.00012485536,0.00002300958,0.000109815555,0.00012779226],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052312054,0.00004267654,0.0000590111,0.00009986456,0.000026117681,0.0000036900128,0.00016019678,0.8844978,0.10058849,0.00023602959,0.0011458151,0.013087977],"study_design_scores_gemma":[0.0037119398,0.00018128393,0.0046965494,0.0005549576,0.000027957207,0.000007911021,0.000011516499,0.95212096,0.0270316,0.0032003017,0.007558455,0.0008965942],"about_ca_topic_score_codex":0.000016106826,"about_ca_topic_score_gemma":0.000017187247,"teacher_disagreement_score":0.70101506,"about_ca_system_score_codex":0.00008017419,"about_ca_system_score_gemma":0.000020422927,"threshold_uncertainty_score":0.6367199},"labels":[],"label_agreement":null},{"id":"W2518935097","doi":"10.1007/978-3-319-42797-3_54","title":"Three Years’ Monitoring of IRRF Instrumented Test Road","year":2016,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Falling weight deflectometer; Subgrade; Geotechnical engineering; Levee; Instrumentation (computer programming); Environmental science; Engineering; Drainage","score_opus":0.01177582827383334,"score_gpt":0.18786528637850217,"score_spread":0.17608945810466883,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2518935097","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0038249323,0.0006378308,0.025028089,0.000020208474,0.0011480879,0.00031332872,0.000065331966,0.0017655102,0.9671967],"genre_scores_gemma":[0.9004077,0.0005628515,0.0010892297,0.000002749251,0.00039159626,0.00001508464,0.000018003864,0.00023922503,0.09727359],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992321,7.365918e-7,0.00028698784,0.00014660135,0.00018001415,0.00015356424],"domain_scores_gemma":[0.99952686,0.00004161396,0.00003723867,0.00029672845,0.000039756666,0.00005780413],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004667952,0.00021170321,0.00025909874,0.00010733598,0.000009672756,0.000007999382,0.00013677994,0.0003056683,0.0001909594],"category_scores_gemma":[0.000027103659,0.0001904289,0.0000869336,0.0000270566,0.000026415968,0.000041187588,0.00003530312,0.00018690659,0.00008597744],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012582382,0.00005886528,0.0014758845,0.0012888128,0.0005291332,0.00002766085,0.00014279698,0.08031044,0.011092104,0.113370605,0.0011655553,0.79052556],"study_design_scores_gemma":[0.007007444,0.0014537786,0.07448278,0.018061023,0.0008876833,0.00006955371,0.000063299245,0.19391787,0.021826036,0.08831056,0.58210725,0.011812696],"about_ca_topic_score_codex":0.00000758684,"about_ca_topic_score_gemma":0.000004451431,"teacher_disagreement_score":0.8965827,"about_ca_system_score_codex":0.000070921036,"about_ca_system_score_gemma":0.000009280177,"threshold_uncertainty_score":0.7765465},"labels":[],"label_agreement":null},{"id":"W2519241541","doi":"","title":"캐나다 오일샌드 분포지역에서의 유체기계 주행성능 평가를 위한 지반공학적 특성 분석","year":2016,"lang":"ko","type":"article","venue":"The KSFM Journal of Fluid Machinery","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Atterberg limits; Geotechnical engineering; Water content; Index (typography); Plasticity; Specific gravity; Environmental science; Hydrology (agriculture); Soil science; Materials science; Mathematics; Engineering; Composite material; Computer science","score_opus":0.00690199111490502,"score_gpt":0.20166224450319983,"score_spread":0.1947602533882948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2519241541","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7961412,0.01542073,0.17134614,0.007998773,0.005589323,0.0003784832,0.000078992154,0.00040688738,0.0026394501],"genre_scores_gemma":[0.9938144,0.0033013606,0.0003095247,0.00012899163,0.0014586215,0.000004075106,0.0000027965223,0.00012405035,0.00085616205],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9968552,0.00019058418,0.0012597487,0.00025436367,0.0007604092,0.00067970896],"domain_scores_gemma":[0.99776244,0.0005648001,0.00032736154,0.00073102425,0.00027268982,0.00034171157],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0017314175,0.0005089895,0.00070229225,0.00027822747,0.0001746442,0.00009557873,0.0009252393,0.00031628626,0.00038352926],"category_scores_gemma":[0.0008404089,0.00028857868,0.00050463557,0.00044150246,0.0001448143,0.00038107255,0.00014537283,0.00096043374,0.0001953775],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026440635,0.0002526211,0.00068063533,0.00035977032,0.00069290027,0.00016800873,0.0009733279,0.73900044,0.15886922,0.005514903,0.012581827,0.080641955],"study_design_scores_gemma":[0.017619742,0.0033262498,0.05849371,0.009316645,0.0030687312,0.005617652,0.0008302479,0.6730318,0.028545918,0.023640184,0.17003495,0.0064741555],"about_ca_topic_score_codex":0.000052878862,"about_ca_topic_score_gemma":0.000008843219,"teacher_disagreement_score":0.1976732,"about_ca_system_score_codex":0.00025141303,"about_ca_system_score_gemma":0.000104536826,"threshold_uncertainty_score":0.9999566},"labels":[],"label_agreement":null},{"id":"W2524902954","doi":"10.1680/ecsmge.60678.vol5.395","title":"Limed soils as a replacement for construction sand in stabilized sands","year":2015,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Innovation Cluster (Canada)","funders":"","keywords":"Soil water; Geology; Hydrology (agriculture); Geotechnical engineering; Soil science","score_opus":0.01725473937004824,"score_gpt":0.23489388807125736,"score_spread":0.21763914870120912,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2524902954","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8101164,0.00013199009,0.17807344,0.000103656566,0.0004566583,0.0005604286,0.0000040569566,0.0007717338,0.009781651],"genre_scores_gemma":[0.9958384,0.0000138760815,0.0038665435,0.0000122664715,0.000025819314,0.00010118605,0.000014156918,0.000017887569,0.000109842505],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99940133,0.000008152223,0.00020470818,0.00012034748,0.00009781273,0.00016766498],"domain_scores_gemma":[0.9996856,0.00004531959,0.000010899025,0.00013349553,0.000042137897,0.00008256436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024063092,0.000092077666,0.00013215668,0.00007190694,0.000009962942,0.00001701106,0.000041773386,0.00008093594,0.000032372827],"category_scores_gemma":[0.00018369111,0.00008853297,0.000023070657,0.00014813701,0.000014635275,0.00006438956,0.000008739755,0.000063062,0.000008309445],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000108859735,0.000034677207,0.00033335388,0.00009923615,0.000015545766,6.8321316e-7,0.00040157285,0.98223966,0.0037920817,0.003012597,0.0008651854,0.009096556],"study_design_scores_gemma":[0.004098262,0.00030600032,0.00026304208,0.00003588784,0.00001357073,0.000009291938,0.00044010484,0.9542508,0.020373382,0.0040018195,0.015866188,0.00034162484],"about_ca_topic_score_codex":0.000028327546,"about_ca_topic_score_gemma":0.000022220365,"teacher_disagreement_score":0.18572204,"about_ca_system_score_codex":0.00011104815,"about_ca_system_score_gemma":0.000022584083,"threshold_uncertainty_score":0.36102697},"labels":[],"label_agreement":null},{"id":"W2525667146","doi":"10.1139/cgj-2015-0472","title":"Vertical load-carrying behavior and design models for micropiles considering foundation configuration conditions","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Foundation (evidence); Geotechnical engineering; Ultimate load; Structural engineering; Engineering; Structural load; Finite element method","score_opus":0.027404811693191606,"score_gpt":0.2276788908322058,"score_spread":0.20027407913901418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2525667146","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.049609434,0.00012295987,0.94891286,0.00054080994,0.00021138655,0.00033439946,0.000021171621,0.00019211478,0.000054872602],"genre_scores_gemma":[0.9975285,0.00010502746,0.0020865437,0.000050187788,0.00009164341,0.0000811321,0.000007804842,0.000034690707,0.000014453496],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99900407,0.000023152246,0.00031780827,0.00015547547,0.00012851115,0.00037096857],"domain_scores_gemma":[0.9990454,0.0002008359,0.00002088733,0.000120063836,0.00015326803,0.00045954844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002756062,0.00014691829,0.00015934379,0.00013982017,0.00022699125,0.00010807259,0.00008866521,0.00020000423,0.0000495739],"category_scores_gemma":[0.00028497126,0.00012769023,0.000057121855,0.0000837261,0.000086251945,0.00028351878,0.000007881132,0.00020103905,0.0000075664557],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012610031,0.000012915549,0.000029633029,0.00003431298,0.000035505946,0.000021229056,0.00005907252,0.8798079,0.07961537,0.006486853,0.00097159226,0.032913014],"study_design_scores_gemma":[0.0012185912,0.00012967004,0.0010269092,0.0002224972,0.000083587955,0.0004584056,0.000044086835,0.9743874,0.0045263856,0.010202248,0.0071723987,0.000527837],"about_ca_topic_score_codex":0.00013932923,"about_ca_topic_score_gemma":0.0003256955,"teacher_disagreement_score":0.9479191,"about_ca_system_score_codex":0.0005099417,"about_ca_system_score_gemma":0.00021303484,"threshold_uncertainty_score":0.52070564},"labels":[],"label_agreement":null},{"id":"W2529845111","doi":"10.1007/s40515-016-0035-1","title":"Performance Evaluation of Highway Embankment Constructed from Tire-Derived Aggregate Using Falling Weight Deflectometer Tests","year":2016,"lang":"en","type":"article","venue":"Transportation Infrastructure Geotechnology","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Falling weight deflectometer; Deflection (physics); Levee; Geotechnical engineering; Subgrade; Engineering; Asphalt; Structural engineering; Environmental science; Materials science; Composite material","score_opus":0.011299824641156168,"score_gpt":0.21895511881942725,"score_spread":0.20765529417827108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2529845111","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9543445,0.0001543804,0.044001993,0.000029701392,0.00038446672,0.0002664393,0.00007838612,0.0007091796,0.000030941796],"genre_scores_gemma":[0.9946033,0.00009299671,0.0051222662,0.000004755086,0.000032438726,0.000028955323,0.00007073998,0.00004327818,0.0000012671791],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99847335,0.000027136948,0.0005610646,0.00028127388,0.00036686275,0.00029033123],"domain_scores_gemma":[0.9991687,0.00006775668,0.00013975559,0.00031487955,0.00025557654,0.000053323925],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001444596,0.00025413325,0.0003130508,0.00027819417,0.00005100438,0.0000071043514,0.0001781511,0.000419183,0.00026273634],"category_scores_gemma":[0.00005796074,0.00021009256,0.00006278792,0.00043059202,0.00014108274,0.00017080542,0.000006274774,0.00019633291,0.000005416054],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014660148,0.0000072391204,0.0062553026,0.000046458095,0.00006832278,0.0000012268415,0.00014967506,0.5731203,0.3535431,0.00009857855,0.0000055826154,0.06668956],"study_design_scores_gemma":[0.0018861302,0.000068976246,0.25894776,0.00025776235,0.00022365428,0.000007075692,0.000040682462,0.5682404,0.16696534,0.0028095155,0.00009518133,0.00045752522],"about_ca_topic_score_codex":0.000031971995,"about_ca_topic_score_gemma":0.000033694883,"teacher_disagreement_score":0.25269246,"about_ca_system_score_codex":0.00015970708,"about_ca_system_score_gemma":0.00005040542,"threshold_uncertainty_score":0.8567326},"labels":[],"label_agreement":null},{"id":"W253442962","doi":"","title":"Developing Pavement Design Inputs for Fine-Grained Subgrade Soils in Manitoba","year":2011,"lang":"en","type":"article","venue":"Transportation Research Board 90th Annual MeetingTransportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Subgrade; Geotechnical engineering; Modulus; Soil water; Water content; Environmental science; Structural engineering; Engineering; Soil science; Materials science; Composite material","score_opus":0.1357743611198801,"score_gpt":0.3369708898624333,"score_spread":0.2011965287425532,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W253442962","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75036263,0.00024508356,0.24260059,0.00065120106,0.0002917542,0.004205908,0.00023714078,0.000945174,0.00046049646],"genre_scores_gemma":[0.97426337,0.0003032377,0.022483015,0.000035224362,0.00010234951,0.002138197,0.00041225684,0.00016209506,0.00010025628],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9933711,0.00045875652,0.0013551032,0.00084951724,0.0020284578,0.0019370448],"domain_scores_gemma":[0.9961743,0.001003189,0.00008140728,0.00048091865,0.0017022473,0.00055798405],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0057862196,0.0004623141,0.00053397985,0.0016478028,0.00040791018,0.000097682845,0.000642316,0.0004224074,0.00013528125],"category_scores_gemma":[0.00056022056,0.0005073576,0.0001814756,0.00253995,0.00029078944,0.0005192474,0.000010655249,0.0013100933,0.000049479313],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024704493,0.0011013238,0.03387735,0.0060121156,0.00038540026,0.00042632164,0.049315292,0.81773114,0.0153265605,0.045133192,0.0060475743,0.02217329],"study_design_scores_gemma":[0.010354368,0.0028180876,0.7301434,0.0021167232,0.00011016987,0.0000017697578,0.015379253,0.112122126,0.0730637,0.029744022,0.020501774,0.0036445765],"about_ca_topic_score_codex":0.0034547262,"about_ca_topic_score_gemma":0.0238062,"teacher_disagreement_score":0.705609,"about_ca_system_score_codex":0.0005098317,"about_ca_system_score_gemma":0.000385686,"threshold_uncertainty_score":0.9997378},"labels":[],"label_agreement":null},{"id":"W2547805088","doi":"10.1061/(asce)gm.1943-5622.0000838","title":"Displacement-Dependent Earth Pressures on Rigid Retaining Walls with Compressible Geofoam Inclusions: Physical Modeling and Analytical Solutions","year":2016,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"National Outstanding Youth Science Fund Project of National Natural Science Foundation of China; National Natural Science Foundation of China; National Science Foundation","keywords":"Lateral earth pressure; Stiffness; Structural engineering; Displacement (psychology); Geotechnical engineering; Compressibility; Thrust; Retaining wall; Geology; Shear (geology); Mechanics; Engineering; Materials science; Physics; Mechanical engineering","score_opus":0.014076810431500827,"score_gpt":0.235838041384356,"score_spread":0.22176123095285516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2547805088","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36578628,0.00015647318,0.63306034,0.0004164942,0.00025551827,0.00006423722,0.000017814407,0.000070112335,0.00017273641],"genre_scores_gemma":[0.99915355,0.00027620382,0.00033496038,0.000020022426,0.00015174861,0.000003196466,0.0000022871586,0.000020368774,0.00003764006],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99884003,0.000018091183,0.00028103846,0.00011599242,0.00055185513,0.00019296196],"domain_scores_gemma":[0.9993781,0.00011566048,0.000069034446,0.00010750256,0.00022164709,0.00010809445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023512286,0.00013078583,0.00017718041,0.00016095222,0.00006142926,0.00004631737,0.00020203508,0.000056868073,0.000015776328],"category_scores_gemma":[0.00009821434,0.00008568614,0.000054604905,0.000066248926,0.000016658261,0.000201536,0.000093437484,0.00020621417,0.000003496887],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000066269946,0.00006063133,0.000016025544,0.000010160343,0.00013854525,0.000015807715,0.00007058752,0.9821263,0.0031498773,0.009126004,0.000024329203,0.005195496],"study_design_scores_gemma":[0.0007169241,0.00018888422,0.000037864524,0.00033756247,0.000035655783,0.000053898544,0.000028875495,0.9953335,0.00050718,0.0020536752,0.00058200076,0.00012397878],"about_ca_topic_score_codex":0.0000033507465,"about_ca_topic_score_gemma":0.0000049515584,"teacher_disagreement_score":0.6333673,"about_ca_system_score_codex":0.00007876537,"about_ca_system_score_gemma":0.000024838419,"threshold_uncertainty_score":0.34941792},"labels":[],"label_agreement":null},{"id":"W2549298884","doi":"10.1139/cgj-2016-0232","title":"Analytical model for vacuum consolidation incorporating soil disturbance caused by mandrel-driven drains","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Compressibility; Pore water pressure; Levee; Dissipation; Permeability (electromagnetism); Geology; Mechanics","score_opus":0.012181976375827947,"score_gpt":0.20884725115822034,"score_spread":0.1966652747823924,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2549298884","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.032629337,0.00008738538,0.96455455,0.001715819,0.00018904588,0.00021298141,0.00018526154,0.00029006807,0.00013554827],"genre_scores_gemma":[0.99858826,0.00004512809,0.00074538,0.00010964796,0.00013788092,0.00003465228,0.000030179552,0.00005777509,0.00025110308],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99851745,0.00001954312,0.00046483477,0.0002245547,0.00019836506,0.0005752317],"domain_scores_gemma":[0.998694,0.00011626209,0.00006233715,0.00022906749,0.00013167424,0.0007666581],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002837831,0.00021792125,0.0002576824,0.00016196899,0.00019707294,0.00008588985,0.00026078633,0.00030463625,0.000023280514],"category_scores_gemma":[0.0002912105,0.00017948098,0.00012456562,0.00019760137,0.000087381195,0.00019500579,0.000016395472,0.00038214223,0.000011831986],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000051350316,0.000010922642,0.00006334682,0.000021380441,0.000030015113,0.0000089646555,0.000020358882,0.97875494,0.0034701903,0.002240627,0.011317657,0.004056467],"study_design_scores_gemma":[0.00054398744,0.000040072337,0.00013909879,0.00007723887,0.000026027594,0.000027283539,0.0000060928646,0.9916936,0.00022760227,0.0019672872,0.0049654017,0.00028627022],"about_ca_topic_score_codex":0.00012661703,"about_ca_topic_score_gemma":0.0009616223,"teacher_disagreement_score":0.9659589,"about_ca_system_score_codex":0.0006332061,"about_ca_system_score_gemma":0.00021080533,"threshold_uncertainty_score":0.73190224},"labels":[],"label_agreement":null},{"id":"W2550443763","doi":"","title":"Geometrical effect on the behaviour of embankment on soft ground","year":2015,"lang":"en","type":"dissertation","venue":"Scientific Repository (Petra Christian University)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Centrifuge; Levee; Geotechnical engineering; Finite element method; Geosynthetics; Structural engineering; Engineering; Stiffness; Settlement (finance); Geology; Computer science","score_opus":0.007844243282899711,"score_gpt":0.1901147086428928,"score_spread":0.18227046535999308,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2550443763","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9646651,0.00015586325,0.00023141888,0.000006846354,0.005098653,0.0003638356,0.000028687893,0.00029457617,0.029155025],"genre_scores_gemma":[0.9863277,0.0000048650545,0.000008461675,0.0000013691522,0.0000642668,0.0000031564819,0.0002069662,0.00003995791,0.013343262],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9981456,0.000085073996,0.00029772546,0.00044717788,0.0007543439,0.00027007828],"domain_scores_gemma":[0.9987275,0.00018631431,0.00012355999,0.0006354327,0.00017498218,0.00015219378],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00046191935,0.00030779833,0.00032406498,0.0008797672,0.00026698125,0.00011172958,0.00050520897,0.0003343032,0.000021539307],"category_scores_gemma":[0.00013832071,0.0002645862,0.00019362592,0.0014050478,0.000111705165,0.0000628574,0.000022640275,0.00054810464,0.00003095659],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00071811595,0.0010323328,0.0005452506,0.0026436467,0.00066708575,0.00065518013,0.0035472075,0.8989275,0.025610557,0.006582743,0.04771789,0.011352501],"study_design_scores_gemma":[0.009871584,0.014635941,0.13462202,0.010213634,0.0047897673,0.000119735734,0.016828224,0.19193926,0.26768184,0.0009214326,0.33588094,0.012495625],"about_ca_topic_score_codex":0.00004611896,"about_ca_topic_score_gemma":0.000014415344,"teacher_disagreement_score":0.7069882,"about_ca_system_score_codex":0.0004371179,"about_ca_system_score_gemma":0.00008154269,"threshold_uncertainty_score":0.9999806},"labels":[],"label_agreement":null},{"id":"W2555232338","doi":"","title":"Lessons Learned From Full Scale Testing Of Geosynthetic Reinforced Soil Retaining Walls","year":2000,"lang":"en","type":"article","venue":"ISRM International Symposium","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geotechnical engineering; Full scale; Work (physics); Scale (ratio); Geosynthetics; Geology; Engineering; Civil engineering; Environmental science; Structural engineering; Geography; Mechanical engineering","score_opus":0.019625527828119948,"score_gpt":0.22870104938971383,"score_spread":0.2090755215615939,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2555232338","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9544988,0.000045151693,0.0062665176,0.00064685516,0.0003414482,0.00008099652,0.000046112706,0.0005265799,0.03754749],"genre_scores_gemma":[0.9983334,0.00007401538,0.0008079868,0.00001882208,0.000115729315,0.000012641208,0.000058465088,0.000034871293,0.00054406736],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99900407,0.0000126304485,0.00034686457,0.00018453728,0.00026113997,0.00019074717],"domain_scores_gemma":[0.9994567,0.00014792144,0.000041379895,0.00020653041,0.00008566732,0.00006177027],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000121497,0.00014332581,0.00016957281,0.000055420816,0.000036834255,0.00003320764,0.00025479088,0.00010869004,0.00042734505],"category_scores_gemma":[0.00009507523,0.0001555123,0.00007003308,0.0001526729,0.000031751006,0.000118617776,0.00002730196,0.00016962772,0.000068588284],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000106590105,0.000008893944,0.000057261765,0.000013240361,0.00002833585,0.0000013749184,0.00017263122,0.8838252,0.09033564,0.00018329898,0.00002399304,0.025339492],"study_design_scores_gemma":[0.00026589926,0.000031137577,0.0007425874,0.0001303812,0.000016518916,0.0000050761787,0.000024329043,0.9817082,0.013184363,0.00043304032,0.0032640123,0.000194446],"about_ca_topic_score_codex":0.00023518865,"about_ca_topic_score_gemma":0.000021226957,"teacher_disagreement_score":0.09788302,"about_ca_system_score_codex":0.00007683765,"about_ca_system_score_gemma":0.000010920322,"threshold_uncertainty_score":0.6341608},"labels":[],"label_agreement":null},{"id":"W2556470877","doi":"","title":"LONG-TERM PERFORMANCE OF HDPE GEOMEMBRANES AS LANDFILL LINERS","year":2009,"lang":"en","type":"dissertation","venue":"QSpace (Queen's University Library)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Ministry of Environment","keywords":"Geomembrane; High-density polyethylene; Term (time); Waste management; Environmental science; Engineering; Geotechnical engineering; Materials science; Polyethylene; Composite material","score_opus":0.0030771585850786713,"score_gpt":0.1647044806534074,"score_spread":0.16162732206832872,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2556470877","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9800897,0.0000834647,0.00007776411,0.0003802146,0.00031359028,0.00020643236,0.000020509358,0.0009876991,0.017840609],"genre_scores_gemma":[0.9364144,0.002332521,0.00012224106,0.000008573874,0.000059447135,8.536688e-7,0.0012289606,0.00007416763,0.059758827],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99902076,0.000018374805,0.00019370436,0.0002617327,0.00022550146,0.00027995085],"domain_scores_gemma":[0.99938506,0.000035499106,0.00008637766,0.00031769913,0.00004679176,0.00012856774],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00002319181,0.00033015313,0.00039007788,0.0003641193,0.000059284983,0.000025940592,0.00034776985,0.00046308167,0.00013886529],"category_scores_gemma":[0.000013761839,0.00038760185,0.00014734395,0.00048203123,0.000027258508,0.0005463036,0.000027219518,0.0004065226,0.000032656146],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005641897,0.00023795459,0.008075682,0.0066314526,0.00040130081,0.00019948497,0.001073835,0.94649583,0.00032491915,0.0012664616,0.023472566,0.011256319],"study_design_scores_gemma":[0.005112797,0.002289382,0.7276391,0.006630265,0.0012687417,0.0000069676594,0.002269801,0.024344852,0.10330102,0.00025262032,0.11890376,0.007980727],"about_ca_topic_score_codex":0.00021467281,"about_ca_topic_score_gemma":0.000028012599,"teacher_disagreement_score":0.92215097,"about_ca_system_score_codex":0.000058261245,"about_ca_system_score_gemma":0.00006751114,"threshold_uncertainty_score":0.9998576},"labels":[],"label_agreement":null},{"id":"W2557946748","doi":"10.1139/cgj-2016-0365","title":"Experimental analysis of large-scale pullout tests conducted on polyester anchored geogrid reinforcement systems","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geogrid; Materials science; Geotechnical engineering; Polyester; Transverse plane; Bearing (navigation); Reinforcement; Composite material; Structural engineering; Engineering","score_opus":0.009286326820307972,"score_gpt":0.21843065862766045,"score_spread":0.20914433180735248,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2557946748","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8982423,0.0011799203,0.09706835,0.0004818689,0.0011283144,0.00044462795,0.00019814269,0.0004625249,0.00079397584],"genre_scores_gemma":[0.9995535,0.00004981038,0.000056315304,0.000067297115,0.00009706573,0.000017855282,0.000019540876,0.000035320103,0.00010327303],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982479,0.000032740372,0.0006004022,0.00020027577,0.00033518305,0.00058348104],"domain_scores_gemma":[0.9986743,0.00006193511,0.00008067389,0.0003763744,0.00010527772,0.0007014666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029966346,0.00022254873,0.00041435944,0.00072212075,0.00008835051,0.000049757353,0.00027365066,0.00024678835,0.00021243126],"category_scores_gemma":[0.00008983137,0.0001700741,0.00021196852,0.00056273985,0.00005599025,0.000116463685,0.00002042874,0.00031240453,0.000018777146],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010005842,0.000028887602,0.00016766574,0.000012897609,0.00026788242,0.00002749789,0.000056303725,0.96994257,0.027485808,0.0002229682,0.0008403138,0.0009371893],"study_design_scores_gemma":[0.0021956128,0.0005723658,0.019487426,0.0005124453,0.0005697596,0.00013648925,0.00026385614,0.92748135,0.014258321,0.00003681998,0.0333612,0.0011243306],"about_ca_topic_score_codex":0.0011741192,"about_ca_topic_score_gemma":0.00088492705,"teacher_disagreement_score":0.101311244,"about_ca_system_score_codex":0.00059725967,"about_ca_system_score_gemma":0.0000864598,"threshold_uncertainty_score":0.69354206},"labels":[],"label_agreement":null},{"id":"W2559566188","doi":"10.5539/jsd.v9n6p83","title":"Study on the Impact of Sand-Clay Bond in Geo-grid and Geo-Textile on Bearing Capacity","year":2016,"lang":"en","type":"article","venue":"Journal of Sustainable Development","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Bearing capacity; Shear strength (soil); Geology; Bond strength; Ultimate tensile strength; Bearing (navigation); Direct shear test; Shear (geology); Materials science; Soil water; Soil science; Layer (electronics); Composite material; Petrology; Adhesive","score_opus":0.013335323596878824,"score_gpt":0.22190333763418096,"score_spread":0.20856801403730213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2559566188","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99868834,0.000044353677,0.0003882361,0.000061064886,0.000067270536,0.00018919985,7.761941e-7,0.000016638074,0.00054410246],"genre_scores_gemma":[0.99979794,0.000024073297,0.00006298562,0.0000042884567,0.00003067466,0.0000075814673,1.596498e-7,0.000014582781,0.000057723402],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9990205,0.000023286215,0.00039531148,0.00008226749,0.00023054375,0.00024808382],"domain_scores_gemma":[0.999474,0.000155603,0.00008058925,0.00011364659,0.00010942915,0.000066725166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007639039,0.00013174523,0.0002217318,0.00021278624,0.00004424348,0.000019448933,0.00010948386,0.000052396746,0.000012500117],"category_scores_gemma":[0.00021384096,0.000071105824,0.000043004475,0.00019140716,0.000018832829,0.00009817727,0.00003146266,0.00020832142,0.0000013026731],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017926985,0.0007125454,0.020653376,0.0002163187,0.0003197226,0.00023608294,0.013060458,0.9444966,0.009240441,0.00070450385,0.0012563149,0.008924369],"study_design_scores_gemma":[0.001906797,0.0010220957,0.97461766,0.00045578918,0.000015889338,0.000029708995,0.004796329,0.0014310022,0.01432494,0.00037639562,0.00069320493,0.00033021398],"about_ca_topic_score_codex":0.000025609123,"about_ca_topic_score_gemma":0.0000016099899,"teacher_disagreement_score":0.95396423,"about_ca_system_score_codex":0.0005021284,"about_ca_system_score_gemma":0.0000758997,"threshold_uncertainty_score":0.28996113},"labels":[],"label_agreement":null},{"id":"W2564333862","doi":"10.1139/cgj-2016-0346","title":"Scaling relationships for strip fibre–reinforced aggregates","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council; University of Southampton","keywords":"Ballast; Scaling; Materials science; Granular material; Grain size; Geotechnical engineering; Consistency (knowledge bases); Void ratio; Aggregate (composite); Composite material; Void (composites); Geology; Mathematics; Geometry","score_opus":0.0160806362784752,"score_gpt":0.19554994843647094,"score_spread":0.17946931215799575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2564333862","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.026183398,0.0004628391,0.9694795,0.0018421101,0.00059532054,0.00030157025,0.00006380289,0.0006661823,0.00040528667],"genre_scores_gemma":[0.9982711,0.00011226062,0.0010507785,0.000045031913,0.00023257996,0.000022425493,0.000007959925,0.000047418725,0.00021041231],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987969,0.000018642879,0.00037604832,0.00013634897,0.00014094128,0.00053116586],"domain_scores_gemma":[0.998627,0.00032551735,0.00003827927,0.0002013524,0.000104143845,0.0007037262],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043034417,0.00016175753,0.00017068599,0.00023712026,0.0002463204,0.000071419236,0.00022746518,0.00029017054,0.000065249034],"category_scores_gemma":[0.0012202315,0.00012719996,0.00012805387,0.00022074392,0.000045284174,0.00018109193,0.000009865774,0.0004076041,0.000032191718],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000051469206,0.000002141442,0.000024788813,0.000020572834,0.000024050709,0.000010917484,0.000017673543,0.95251447,0.001544186,0.0028382062,0.0027185145,0.040279325],"study_design_scores_gemma":[0.0010967663,0.00009254161,0.0012923059,0.00039242828,0.000040511757,0.0003096263,0.000036737827,0.82962686,0.0009732751,0.0055147666,0.15998086,0.0006433504],"about_ca_topic_score_codex":0.00015568196,"about_ca_topic_score_gemma":0.00029624917,"teacher_disagreement_score":0.97208774,"about_ca_system_score_codex":0.00042081682,"about_ca_system_score_gemma":0.00013535019,"threshold_uncertainty_score":0.5187064},"labels":[],"label_agreement":null},{"id":"W2567336812","doi":"10.1007/s40891-016-0078-y","title":"A Numerical Procedure for the Assessment of Contact Pressures on Buried Structures Overlain by EPS Geofoam Inclusion","year":2016,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Lateral earth pressure; Soil structure interaction; Structural engineering; Culvert; Levee; Expanded polystyrene; Materials science; Engineering; Finite element method; Composite material","score_opus":0.004757429632222937,"score_gpt":0.23265921289023686,"score_spread":0.2279017832580139,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2567336812","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2879754,0.001001392,0.70838004,0.0013739812,0.0009308313,0.00017945726,0.00006768575,0.000051888313,0.000039322586],"genre_scores_gemma":[0.9987679,0.00037618258,0.00065699226,0.000012871024,0.00014666405,0.00000661288,0.000002163703,0.000022032122,0.000008545813],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99915594,0.000006724614,0.00031557016,0.000077424396,0.00031836616,0.0001259863],"domain_scores_gemma":[0.9992184,0.00042213334,0.00008645198,0.00008052022,0.00014139459,0.000051123858],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021400084,0.00012578508,0.0001688207,0.000081101876,0.00004252692,0.000028741837,0.0002177263,0.00006617301,0.0000074070376],"category_scores_gemma":[0.00015863446,0.00007476845,0.00007554821,0.000041095976,0.00001618538,0.00007740864,0.000048545102,0.0001239207,7.83816e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004306266,0.000037630965,0.00006931362,0.00008202372,0.00028448875,0.0000021729472,0.00013189492,0.9380059,0.0401784,0.0059414976,0.0004048466,0.014818768],"study_design_scores_gemma":[0.0012242316,0.00037806894,0.011647155,0.0005131655,0.00007943083,0.00005913575,0.000032735003,0.9454726,0.007438089,0.0016519115,0.031226655,0.00027683508],"about_ca_topic_score_codex":0.0000062766926,"about_ca_topic_score_gemma":6.206546e-7,"teacher_disagreement_score":0.71079254,"about_ca_system_score_codex":0.000061442035,"about_ca_system_score_gemma":0.000012956122,"threshold_uncertainty_score":0.3048969},"labels":[],"label_agreement":null},{"id":"W2567752648","doi":"10.4236/gep.2017.51002","title":"Reduction in Water Stress for Tree Saplings Using Hydrogels in Soil","year":2017,"lang":"en","type":"article","venue":"Journal of Geoscience and Environment Protection","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stress reduction; Water stress; Reduction (mathematics); Tree (set theory); Self-healing hydrogels; Stress (linguistics); Drought stress; Environmental science; Soil science; Agronomy; Mathematics; Chemical engineering; Engineering; Biology; Psychology","score_opus":0.018315264068888188,"score_gpt":0.2136453929856482,"score_spread":0.19533012891676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2567752648","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89120084,0.00003342863,0.108442225,0.0000712609,0.00012875769,0.00011048076,3.0110988e-7,0.0000058665937,0.000006828099],"genre_scores_gemma":[0.9991567,0.00014060231,0.0006362598,8.681328e-7,0.000040281466,0.000008255105,2.1685817e-7,0.000005525547,0.000011294312],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995141,0.0000055231594,0.0001908152,0.000076043834,0.000092227216,0.00012129111],"domain_scores_gemma":[0.9998391,0.0000031537363,0.000053295582,0.00007286417,0.0000053126873,0.000026239224],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036825487,0.000056634766,0.00008821142,0.00010759316,0.00008355941,0.000039488874,0.00006422334,0.000052138363,0.0000013765904],"category_scores_gemma":[0.000023865365,0.00004604264,0.00002071901,0.000025375817,0.00003548333,0.0003902723,0.000012898875,0.000112775546,2.5642507e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008684546,0.00001552453,0.00034019275,0.000026295973,0.00000115413,7.570477e-7,0.00013253801,0.82554066,0.14518489,0.000002167447,1.474921e-7,0.028746977],"study_design_scores_gemma":[0.0005598152,0.00013094164,0.020621836,0.00012441553,0.0000067023634,0.000033302524,0.0000944088,0.9180478,0.059383202,0.0006592313,0.00021892191,0.000119429686],"about_ca_topic_score_codex":0.000059902068,"about_ca_topic_score_gemma":0.000014918522,"teacher_disagreement_score":0.10795584,"about_ca_system_score_codex":0.00009903184,"about_ca_system_score_gemma":0.0000031652714,"threshold_uncertainty_score":0.18775643},"labels":[],"label_agreement":null},{"id":"W2571026458","doi":"10.1139/cgj-2016-0230","title":"Strength verification of stabilized soil–cement columns: a laboratory investigation of the push-in resistance test (PIRT)","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Irish Research Council; University of Galway; Irish Research Council for Science, Engineering and Technology","keywords":"Penetrometer; Geotechnical engineering; Column (typography); Consistency (knowledge bases); Limiting; Cone penetration test; Geology; Mathematics; Engineering; Structural engineering; Soil water; Soil science; Geometry; Mechanical engineering","score_opus":0.008471363993962125,"score_gpt":0.19229704486631566,"score_spread":0.18382568087235354,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2571026458","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969217,0.00030549002,0.0009416388,0.000783064,0.00029315066,0.00028744442,0.00008622804,0.000053910644,0.0003273372],"genre_scores_gemma":[0.9996212,0.000087248016,0.00018615939,0.0000159493,0.000032879016,0.000013648571,0.000003213346,0.000019573683,0.000020095247],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9988173,0.00004117724,0.0005286564,0.00012307508,0.00024235835,0.00024740017],"domain_scores_gemma":[0.9987538,0.00007238362,0.00020246157,0.00059681496,0.00015677398,0.00021776787],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000542747,0.00011917663,0.00021122323,0.00013201455,0.00015820425,0.000046652483,0.0005084125,0.00016997887,0.000023520746],"category_scores_gemma":[0.0011134637,0.00010957476,0.0000667694,0.00025583722,0.00018825135,0.00013948324,0.000023797153,0.00043432528,0.0000011145725],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018771661,0.000057944224,0.0135336295,0.00030159828,0.0000354887,0.000009271395,0.0003085651,0.92905515,0.051284093,0.0015000382,0.00135608,0.0025393825],"study_design_scores_gemma":[0.0017968459,0.00012299228,0.6977286,0.0012132942,0.000060454473,0.000011676147,0.00017070418,0.26300004,0.024051918,0.0023122106,0.008936904,0.00059439085],"about_ca_topic_score_codex":0.00200856,"about_ca_topic_score_gemma":0.022865992,"teacher_disagreement_score":0.6841949,"about_ca_system_score_codex":0.00038881678,"about_ca_system_score_gemma":0.00036534702,"threshold_uncertainty_score":0.9949642},"labels":[],"label_agreement":null},{"id":"W2581172018","doi":"","title":"Seismic performance of geosynthetic-soil retaining wall structures","year":2011,"lang":"en","type":"dissertation","venue":"QSpace (Queen's University Library)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de la Défense Nationale; Queen's University; Ontario Innovation Trust","keywords":"Geotechnical engineering; Retaining wall; Geology; Geosynthetics; Engineering; Structural engineering","score_opus":0.004408421728570506,"score_gpt":0.1523186491765399,"score_spread":0.1479102274479694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2581172018","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9777894,0.00006486486,0.0003101671,0.00014921241,0.00032463355,0.0001668625,0.000027281647,0.0009508441,0.020216733],"genre_scores_gemma":[0.9728231,0.00074958854,0.00035147087,0.000004665455,0.000027849737,8.6547243e-7,0.00038184022,0.000092100054,0.02556856],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990123,0.000026776323,0.00020239326,0.00027243493,0.00019427734,0.00029185132],"domain_scores_gemma":[0.9993367,0.000035614026,0.00010620354,0.0003658678,0.00004568423,0.000109884655],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00002846247,0.00033272846,0.00037826737,0.00033280754,0.00007293366,0.000019263989,0.00039465868,0.00048302603,0.00018596336],"category_scores_gemma":[0.000014160815,0.00039044366,0.0001387686,0.00034483266,0.000038448376,0.0004549542,0.000044811597,0.00048343375,0.000013380649],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017377925,0.000037227066,0.0009924737,0.0024144964,0.00020175673,0.000019914132,0.0015658735,0.9831449,0.00009114741,0.0020047708,0.0060514477,0.0033022352],"study_design_scores_gemma":[0.003105289,0.0013211322,0.1268685,0.004872926,0.001513878,0.000004647421,0.007199684,0.41739234,0.16154212,0.0020377291,0.2658281,0.0083136605],"about_ca_topic_score_codex":0.00070568547,"about_ca_topic_score_gemma":0.000018009996,"teacher_disagreement_score":0.56575257,"about_ca_system_score_codex":0.000052929125,"about_ca_system_score_gemma":0.0000651508,"threshold_uncertainty_score":0.99985474},"labels":[],"label_agreement":null},{"id":"W2583711014","doi":"10.1139/cgj-2016-0453","title":"Intrinsic compression behavior of remolded sand–clay mixture","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Science Foundation of Anhui Province; Government of Jiangsu Province; Southeast University; National Natural Science Foundation of China; National Science Foundation","keywords":"Oedometer test; Geotechnical engineering; Compressibility; Void ratio; Soil water; Clay minerals; Effective stress; Consolidation (business); Geology; Matrix (chemical analysis); Materials science; Mineralogy; Composite material; Soil science; Engineering","score_opus":0.010875896902028353,"score_gpt":0.2188826910587771,"score_spread":0.20800679415674875,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2583711014","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9431826,0.001464307,0.04247924,0.0015119604,0.003014298,0.0006723685,0.000096638396,0.0007226001,0.0068559884],"genre_scores_gemma":[0.99927163,0.0001079967,0.0003673443,0.000024517189,0.00014736067,0.0000063645316,0.0000054891066,0.000033291843,0.00003601805],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989204,0.000017273731,0.00035748573,0.00012814059,0.00020390391,0.00037278872],"domain_scores_gemma":[0.99863786,0.000024537721,0.000091143425,0.00053458667,0.00011078436,0.00060112163],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022704343,0.00016145234,0.0002563256,0.00017812356,0.00030589005,0.00010655653,0.0005590861,0.0003230074,0.00010415195],"category_scores_gemma":[0.0002779636,0.00015187812,0.00011686104,0.00008686161,0.000101451755,0.00014572678,0.000037549384,0.00075854314,0.000009958069],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022744807,0.00007877583,0.0015173245,0.0001562435,0.00008329617,0.00048479243,0.000100946985,0.732116,0.06401884,0.00077558355,0.012788601,0.18785685],"study_design_scores_gemma":[0.004376967,0.0005299629,0.30090412,0.0019026671,0.00040841286,0.002474352,0.00005932235,0.49754903,0.046081714,0.003675208,0.13921829,0.002819965],"about_ca_topic_score_codex":0.0014081245,"about_ca_topic_score_gemma":0.0004957528,"teacher_disagreement_score":0.2993868,"about_ca_system_score_codex":0.00017811432,"about_ca_system_score_gemma":0.00010431326,"threshold_uncertainty_score":0.619341},"labels":[],"label_agreement":null},{"id":"W2586777756","doi":"10.17485/ijst/2016/v9i48/105710","title":"Characterization of Strength and Stiffness Parameters of Clayey Soil Partially Replaced with Plastic Granules","year":2017,"lang":"en","type":"article","venue":"Indian Journal of Science and Technology","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Cohesion (chemistry); Geotechnical engineering; Internal friction; Bearing capacity; Stiffness; Shear strength (soil); Friction angle; Materials science; Clay soil; Direct shear test; Shear (geology); Environmental science; Soil water; Geology; Composite material; Soil science","score_opus":0.005916002894452473,"score_gpt":0.19555486802740918,"score_spread":0.18963886513295672,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2586777756","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982674,0.000030230744,0.0014775711,0.00008536692,0.00007760184,0.000031943368,0.0000022923296,0.000017984154,0.000009599126],"genre_scores_gemma":[0.9996299,0.00008326909,0.00027492017,8.901504e-7,0.0000049531363,8.295827e-7,2.2366069e-7,0.0000044929884,5.0292215e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994658,0.0000032419014,0.00020738691,0.000073377516,0.00014309719,0.000107064],"domain_scores_gemma":[0.9994362,0.000021368505,0.00019303146,0.00013560984,0.00016698746,0.000046794066],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002200378,0.00006035497,0.00016368942,0.00030916804,0.00007905605,0.000028766037,0.00018782094,0.00006805829,4.9226736e-7],"category_scores_gemma":[0.00036651897,0.000047517864,0.000008360432,0.00021690677,0.0010022583,0.00026804162,0.000022858985,0.00011026575,4.893058e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005591533,0.000040677074,0.011796835,0.00024171284,0.000038184244,0.000028695134,0.0006268981,0.01520426,0.8971636,0.0012583769,0.0000010581153,0.073543765],"study_design_scores_gemma":[0.0018056808,0.0013696939,0.25332683,0.0009919296,0.00007623716,0.00046363744,0.0010084509,0.04710152,0.6923308,0.0011212453,0.00004093568,0.00036307005],"about_ca_topic_score_codex":0.0000031693955,"about_ca_topic_score_gemma":0.0000073310725,"teacher_disagreement_score":0.24152999,"about_ca_system_score_codex":0.000009643319,"about_ca_system_score_gemma":0.000047579906,"threshold_uncertainty_score":0.36928624},"labels":[],"label_agreement":null},{"id":"W2587708964","doi":"10.1139/cgj-2016-0358","title":"Seismic performance of soil-nailed walls using a 1<i>g</i> shaking table","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Earthquake shaking table; Wedge (geometry); Geotechnical engineering; Deformation (meteorology); Structural engineering; Inflection point; Geology; Displacement (psychology); Seismic analysis; Geometry; Mathematics; Engineering","score_opus":0.013072708334810803,"score_gpt":0.20585503646492048,"score_spread":0.19278232813010968,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2587708964","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9698802,0.00024256852,0.028318549,0.00012190625,0.00048678287,0.000102553066,0.000013491439,0.00014025964,0.00069368083],"genre_scores_gemma":[0.99912906,0.00015094083,0.000464657,0.000030793934,0.00013864506,0.0000029236676,0.0000016922487,0.000043200893,0.000038070735],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987283,0.000012050326,0.00039075303,0.00013654692,0.00020109436,0.00053129037],"domain_scores_gemma":[0.9988144,0.000024483577,0.00011400809,0.0004682663,0.00009836238,0.0004804888],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035362755,0.00017396208,0.0002697671,0.00019079626,0.0004457276,0.00014194583,0.0005641075,0.000229848,0.000058962298],"category_scores_gemma":[0.00023049794,0.00017997263,0.000093680304,0.0001308876,0.00009148707,0.0003077422,0.000041067924,0.00063421595,0.000008308915],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002352393,0.0000043835194,0.00035712577,0.000035193014,0.000019059898,0.000014374097,0.000015300706,0.99395347,0.0018412565,0.000033946457,0.00019396443,0.0035295472],"study_design_scores_gemma":[0.0001871787,0.00003337112,0.004207161,0.00021432166,0.000022386705,0.0001751072,0.0000057590046,0.9904791,0.0007309716,0.00008272276,0.003649278,0.00021263685],"about_ca_topic_score_codex":0.004280396,"about_ca_topic_score_gemma":0.0010053011,"teacher_disagreement_score":0.029248867,"about_ca_system_score_codex":0.00035039228,"about_ca_system_score_gemma":0.0002359686,"threshold_uncertainty_score":0.7339071},"labels":[],"label_agreement":null},{"id":"W2588920115","doi":"","title":"Waverley West Arterial Roads Project - Kenaston Overpass","year":2016,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Boulevard; Engineering; Civil engineering; Transport engineering","score_opus":0.007115835372060838,"score_gpt":0.19038225770333897,"score_spread":0.18326642233127813,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2588920115","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.652152,0.00004704247,0.3004182,0.00024328068,0.001723868,0.00035267664,0.000019578612,0.0040566023,0.040986754],"genre_scores_gemma":[0.99877554,0.0000275452,0.00026811575,0.000010235628,0.00013717136,0.000019355366,0.0000039751108,0.00002809963,0.00072996836],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994115,0.000006857537,0.00014247358,0.00012367594,0.00010786107,0.00020758825],"domain_scores_gemma":[0.9997156,0.000028585773,0.000007922372,0.00018355227,0.000017222274,0.00004712014],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006118314,0.00011615196,0.00010540065,0.00005149185,0.000019566993,0.000019048834,0.000080515645,0.00008992146,0.00023324668],"category_scores_gemma":[0.000036658577,0.00007707218,0.00003920923,0.00010966132,0.000015343248,0.00011045774,0.000016072234,0.000050708488,0.00015032077],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000075173084,0.00016846774,0.00059561763,0.00028397908,0.00013687112,0.000019841425,0.0004204827,0.23176837,0.5127521,0.018079683,0.03345171,0.20224771],"study_design_scores_gemma":[0.0044495314,0.0003744055,0.022284523,0.00030621284,0.000050997278,0.00004405072,0.000066541266,0.476255,0.05729854,0.0011489337,0.4355293,0.0021919766],"about_ca_topic_score_codex":0.000022144124,"about_ca_topic_score_gemma":0.000013890976,"teacher_disagreement_score":0.45545354,"about_ca_system_score_codex":0.000059128717,"about_ca_system_score_gemma":0.000009129263,"threshold_uncertainty_score":0.31429124},"labels":[],"label_agreement":null},{"id":"W2589116829","doi":"10.2749/101686617x14676303589714","title":"Deep Soil Mixing Column Supported At-Grade Track Slab and Single-Span Bridge Transit Structures","year":2017,"lang":"en","type":"article","venue":"Structural Engineering International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"SNC-Lavalin (Canada)","funders":"","keywords":"Slab; Precast concrete; Track (disk drive); Span (engineering); Structural engineering; Geotechnical engineering; Geology; Subgrade; Bridge (graph theory); Engineering","score_opus":0.011953894869591463,"score_gpt":0.21666691370253907,"score_spread":0.2047130188329476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2589116829","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97766644,0.00015583874,0.018849986,0.00015947036,0.0017742097,0.00014171972,0.000049338556,0.00071160635,0.00049141597],"genre_scores_gemma":[0.9982407,0.000028281742,0.001175319,0.000011772887,0.0002701184,0.00001220714,0.00009821071,0.00007179972,0.00009157911],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986743,0.0000062697595,0.00032947824,0.00031053423,0.00030598431,0.0003734584],"domain_scores_gemma":[0.99933445,0.00003936295,0.000062590625,0.00034063283,0.000062757914,0.00016020394],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00006870895,0.00032012712,0.0002538925,0.00012797632,0.00021424395,0.00026397218,0.0004190654,0.0001748647,0.0001244312],"category_scores_gemma":[0.00013927172,0.00034564015,0.00009155898,0.00005893691,0.00007244699,0.00034768254,0.0000826619,0.00029934756,0.0000047789977],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008581439,0.000003917675,0.00087671546,0.00008153776,0.00009357415,0.000011587854,0.00019350943,0.95022625,0.043958433,0.0007047746,0.000054755834,0.00378637],"study_design_scores_gemma":[0.00048781052,0.000020078493,0.19211768,0.000033632685,0.000020291342,0.000091168295,0.0000064660303,0.79914826,0.0063435696,0.00020148286,0.0011661962,0.0003633461],"about_ca_topic_score_codex":0.000061119834,"about_ca_topic_score_gemma":0.00009402586,"teacher_disagreement_score":0.19124095,"about_ca_system_score_codex":0.00019949816,"about_ca_system_score_gemma":0.0000075428443,"threshold_uncertainty_score":0.99989957},"labels":[],"label_agreement":null},{"id":"W2589740602","doi":"10.1061/(asce)gt.1943-5606.0001652","title":"Modeling the Stone Column Behavior in Soft Ground with Special Emphasis on Lateral Deformation","year":2017,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":77,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Geology; Lateral movement; Pore water pressure; Engineering; Structural engineering","score_opus":0.007063162723899909,"score_gpt":0.18864633594442495,"score_spread":0.18158317322052506,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2589740602","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9931085,0.00011136072,0.006318542,0.00011013083,0.00014884706,0.00012724914,0.0000023565913,0.00004053157,0.000032473286],"genre_scores_gemma":[0.99948955,0.00017327498,0.00010552563,0.00000917763,0.00018127194,0.000008327795,0.0000017111047,0.000024680643,0.000006479094],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99912477,0.0000063036236,0.00031786424,0.00009988284,0.00024016775,0.00021099228],"domain_scores_gemma":[0.99962276,0.00002457953,0.00006173371,0.00020093044,0.0000084987105,0.00008148283],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022945246,0.00016225783,0.00020944062,0.00006973362,0.00013475199,0.00008909034,0.00020525444,0.000106654246,0.0000143032],"category_scores_gemma":[0.000027423079,0.000120110584,0.000057098216,0.00004016257,0.00005659243,0.00029673774,0.000047307596,0.000469651,0.0000031035204],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002619978,0.000033644752,0.00008227968,0.00001682741,0.000011725233,0.000020563519,0.00006686885,0.99234563,0.00022237588,0.000024310057,0.000003803434,0.0071457694],"study_design_scores_gemma":[0.00054821634,0.00018394727,0.061792113,0.000089106536,0.000024605537,0.00012446106,0.000035525914,0.9366899,0.0000535864,0.000027109276,0.00027438172,0.00015701617],"about_ca_topic_score_codex":0.000024874988,"about_ca_topic_score_gemma":0.000016261993,"teacher_disagreement_score":0.061709832,"about_ca_system_score_codex":0.000105328865,"about_ca_system_score_gemma":0.0000039629235,"threshold_uncertainty_score":0.48979676},"labels":[],"label_agreement":null},{"id":"W2591279839","doi":"10.1016/j.geotexmem.2017.01.004","title":"3-Dimensional numerical modeling of geosynthetic-encased granular columns","year":2017,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Geotechnical engineering; Materials science; Geosynthetics; Granular material; Shear (geology); Shear stress; Ultimate tensile strength; Overburden pressure; Computer simulation; Geology; Mechanics; Composite material; Physics","score_opus":0.009272497431408637,"score_gpt":0.19997860897976505,"score_spread":0.1907061115483564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2591279839","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948071,0.0005443081,0.003513655,0.00009557884,0.0001792044,0.00010200094,0.000019784698,0.00018006394,0.00055827905],"genre_scores_gemma":[0.9997086,0.00012632464,0.000042976862,0.0000073053075,0.00003825528,0.000008006366,0.00000899599,0.000022533777,0.000037037178],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992368,0.000007858309,0.0002206832,0.00016548992,0.00015160703,0.00021753214],"domain_scores_gemma":[0.9994425,0.000037647565,0.00003577901,0.00034674443,0.000047441023,0.000089842666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000117232914,0.0001452638,0.00024307022,0.00005132228,0.00019531994,0.0000516711,0.0001548453,0.00010631371,0.000041291463],"category_scores_gemma":[0.00007218102,0.00014026547,0.00006366832,0.00004202332,0.00007452281,0.000109103,0.000051818286,0.00011225537,0.0000063549937],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000051351526,0.000013510983,0.000013215965,0.00011777899,0.000010883646,0.0000032843777,0.000044980472,0.9943032,0.0011541815,0.000261168,0.0000118792495,0.0040607597],"study_design_scores_gemma":[0.00023239331,0.00002285534,0.0013850373,0.00005114729,0.000017224667,0.000011741347,0.000018945268,0.9969071,0.00007793274,0.0005319307,0.00058061635,0.00016305817],"about_ca_topic_score_codex":0.0001538087,"about_ca_topic_score_gemma":0.000009711769,"teacher_disagreement_score":0.0049014394,"about_ca_system_score_codex":0.0000074146183,"about_ca_system_score_gemma":0.0000076822635,"threshold_uncertainty_score":0.57198596},"labels":[],"label_agreement":null},{"id":"W2591875921","doi":"10.1139/cgj-2016-0562","title":"Optimum location of geogrid reinforcement in unpaved road","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Reinforcement; Subgrade; Geogrid; Finite element method; RADIUS; Geotechnical engineering; Layer (electronics); Deformation (meteorology); Tension (geology); Geosynthetics; Structural engineering; Stress (linguistics); Materials science; Composite material; Engineering; Computer science; Compression (physics)","score_opus":0.00962587404089117,"score_gpt":0.20903553514997453,"score_spread":0.19940966110908337,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2591875921","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.65541965,0.0019429908,0.3229157,0.003525624,0.0028131572,0.0010580329,0.000025363415,0.0005967199,0.011702785],"genre_scores_gemma":[0.99950886,0.00012964409,0.00020518943,0.000024301675,0.00006728402,0.0000066446364,0.000004100629,0.000019487976,0.000034496683],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989732,0.000010632937,0.00040604608,0.000099225246,0.00016499413,0.00034590403],"domain_scores_gemma":[0.99905515,0.000012751949,0.00007452776,0.00039766944,0.00011314839,0.00034676428],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036079573,0.00011955885,0.0001872933,0.00024377,0.00013182325,0.000072303505,0.00040469912,0.00018432742,0.000047389214],"category_scores_gemma":[0.0003472714,0.0001254176,0.00005070693,0.00015931333,0.00006170203,0.00016384023,0.000023342063,0.00046155095,0.000009836067],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002141268,0.000004746182,0.00015245035,0.000025841238,0.000007356839,0.00001571656,0.000016988939,0.9900608,0.00022989373,0.0002765364,0.00019061808,0.009016885],"study_design_scores_gemma":[0.0004322032,0.000047362682,0.052249458,0.0002016988,0.000009417273,0.000042197604,0.000016558513,0.9420162,0.00028929114,0.00031169405,0.0041732998,0.00021061653],"about_ca_topic_score_codex":0.006402826,"about_ca_topic_score_gemma":0.003485159,"teacher_disagreement_score":0.34408924,"about_ca_system_score_codex":0.00034822887,"about_ca_system_score_gemma":0.00016456448,"threshold_uncertainty_score":0.96792},"labels":[],"label_agreement":null},{"id":"W2592057764","doi":"10.1016/j.geotexmem.2017.02.004","title":"Numerical modelling of two full-scale reinforced soil wrapped-face walls","year":2017,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":82,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de la Défense Nationale; U.S. Department of Transportation","keywords":"Geogrid; Stiffness; Reinforcement; Structural engineering; Nonlinear system; Welding; Computer simulation; Numerical analysis; Materials science; Geotechnical engineering; Engineering; Mathematics; Composite material; Simulation; Mathematical analysis","score_opus":0.012148687453897114,"score_gpt":0.2097318894075966,"score_spread":0.1975832019536995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2592057764","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9242065,0.00045671224,0.07310539,0.000090997346,0.0002024749,0.00012642081,0.000010410747,0.00028379072,0.0015172936],"genre_scores_gemma":[0.9991787,0.0003722107,0.00006656854,0.000006468934,0.00006381621,0.0000093282,0.000008904455,0.000029601679,0.00026442177],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990938,0.000008996823,0.00027393692,0.00018869597,0.00015252254,0.0002820962],"domain_scores_gemma":[0.99930775,0.00004009125,0.00006141793,0.00044230736,0.0000415494,0.00010689222],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015565005,0.00018630728,0.00029089683,0.00005691974,0.00017138118,0.00007448248,0.0002196314,0.00011546243,0.000027202123],"category_scores_gemma":[0.000024466508,0.00017792458,0.00007508123,0.00005992474,0.000080381695,0.00017774798,0.00005257294,0.00014774171,0.000011652421],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005797702,0.000005604539,0.0000056235517,0.0002085111,0.000012815275,0.0000013818685,0.00017793191,0.9926865,0.0021116787,0.00025009486,0.000013687991,0.004520365],"study_design_scores_gemma":[0.00035626595,0.000031356667,0.00038484138,0.000050888346,0.000015857144,0.000008001991,0.000039873736,0.99756336,0.0005737324,0.00024244141,0.000522647,0.00021071271],"about_ca_topic_score_codex":0.0001882319,"about_ca_topic_score_gemma":0.000013539395,"teacher_disagreement_score":0.07497217,"about_ca_system_score_codex":0.000009840883,"about_ca_system_score_gemma":0.000007794483,"threshold_uncertainty_score":0.7255554},"labels":[],"label_agreement":null},{"id":"W2593971312","doi":"10.1016/j.geotexmem.2017.02.006","title":"Serviceability design for geosynthetic reinforced column supported embankments","year":2017,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":118,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Monash University","keywords":"Serviceability (structure); Geotechnical engineering; Levee; Structural engineering; Engineering; Civil engineering","score_opus":0.016559808733358675,"score_gpt":0.22315519934989336,"score_spread":0.2065953906165347,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2593971312","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9855085,0.00018391552,0.011484876,0.000319028,0.00043763625,0.0008851706,0.000052719563,0.0006202194,0.00050792756],"genre_scores_gemma":[0.99920046,0.00012147285,0.00008012342,0.0000313486,0.000048884453,0.00009517712,0.000027349663,0.000033655568,0.00036152187],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99907106,0.000011058051,0.00024051606,0.00023142791,0.00011103852,0.0003348699],"domain_scores_gemma":[0.9991445,0.00010096369,0.000049370712,0.00052617624,0.00006458051,0.00011442773],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002843123,0.00019285068,0.00024444988,0.000044107343,0.00036631984,0.00016893094,0.00022763069,0.00020005104,0.000050344097],"category_scores_gemma":[0.00014753951,0.00019135915,0.0000642407,0.00004041236,0.0000679548,0.00014869291,0.000048403566,0.00012197178,0.000010395477],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001502688,0.0000062396944,0.000011685512,0.00035964788,0.000023442959,0.0000011242172,0.00008677535,0.9914829,0.001259824,0.00019031121,0.000115507406,0.0064474936],"study_design_scores_gemma":[0.0005203292,0.00005461226,0.0066069285,0.0000390667,0.00003029023,0.0000057329053,0.000034522447,0.98630244,0.00029314516,0.000672571,0.005183904,0.0002564831],"about_ca_topic_score_codex":0.000063959014,"about_ca_topic_score_gemma":0.00001736599,"teacher_disagreement_score":0.01369196,"about_ca_system_score_codex":0.000019185005,"about_ca_system_score_gemma":0.000010867024,"threshold_uncertainty_score":0.78033996},"labels":[],"label_agreement":null},{"id":"W2598544199","doi":"10.1061/9780784480441.001","title":"Polymeric Shell-Confined Aggregate Pier Ground Improvement Method to Support Bridge Embankments over Soft Clay Soil","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Geotechnical engineering; Pier; Aggregate (composite); Compressibility; Levee; Shell (structure); Materials science; Settlement (finance); Geology; Engineering; Structural engineering; Composite material; Computer science","score_opus":0.014514054183913022,"score_gpt":0.2630077449521418,"score_spread":0.24849369076822878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2598544199","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07282478,0.00031585983,0.9188018,0.0005358012,0.0023200836,0.00076152076,0.00006899786,0.0013221691,0.0030490172],"genre_scores_gemma":[0.9903143,0.00011012892,0.006574925,0.0002663971,0.00024183787,0.00015864924,0.000050829112,0.0001380961,0.0021448154],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99720573,0.000030042744,0.0006129296,0.0006800376,0.00050819496,0.00096303923],"domain_scores_gemma":[0.99748,0.000033953966,0.0001533087,0.0017477568,0.00007353288,0.0005114835],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005896218,0.0005161402,0.000629287,0.00018988852,0.0004319641,0.00031487984,0.0011085297,0.0003859458,0.00009528342],"category_scores_gemma":[0.00023983604,0.0005283133,0.0002588455,0.0001568568,0.000120614524,0.0003551666,0.00034136762,0.00055263814,0.00010900146],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000118790995,0.00019668743,0.00026577935,0.0002198161,0.00038624948,0.00008263636,0.00014160557,0.28467092,0.0850403,0.00028375164,0.09678167,0.53181183],"study_design_scores_gemma":[0.0033835773,0.00088957767,0.049645826,0.00020743095,0.00032509325,0.0000442225,0.000027309557,0.6504789,0.026499394,0.0016912334,0.2638151,0.0029923622],"about_ca_topic_score_codex":0.00038331436,"about_ca_topic_score_gemma":0.000017418333,"teacher_disagreement_score":0.9174895,"about_ca_system_score_codex":0.00023785325,"about_ca_system_score_gemma":0.00004604917,"threshold_uncertainty_score":0.9997168},"labels":[],"label_agreement":null},{"id":"W2599704134","doi":"10.1061/9780784480472.049","title":"Numerical Prediction of Stress-Deformation Behavior for a Bridge Approach Embankment on Soft Compressible Clay","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Arup Group (Canada)","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Levee; Geology; Compressibility; Finite element method; Critical state soil mechanics; Stress (linguistics); Structural engineering; Engineering; Constitutive equation","score_opus":0.025179229198731896,"score_gpt":0.24381483974698842,"score_spread":0.21863561054825653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2599704134","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.050165396,0.0001228583,0.9459121,0.000060549006,0.0007998889,0.0008881941,0.00026916148,0.0006192226,0.0011625809],"genre_scores_gemma":[0.99565846,0.0000439464,0.0036069094,0.000006692296,0.00009345578,0.000330138,0.00017350331,0.000040278897,0.000046629695],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99870384,0.0000133489275,0.00041640672,0.0002600013,0.00028341482,0.00032301262],"domain_scores_gemma":[0.9988358,0.000021275944,0.00014138714,0.0008065324,0.00007758482,0.00011739652],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021846633,0.00021565505,0.0003471809,0.0000961189,0.0002457238,0.00006881987,0.00045103833,0.00031375355,0.0000040991135],"category_scores_gemma":[0.0001637395,0.00020760523,0.00016019611,0.00005398623,0.00009855758,0.00023719414,0.000047844733,0.0002787383,0.00000453693],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046334786,0.00020681419,0.00034456243,0.0002268529,0.000036822283,7.011738e-7,0.000036200596,0.9785348,0.00095551024,0.00020914763,0.007211716,0.01219051],"study_design_scores_gemma":[0.00067034544,0.00018624376,0.044443753,0.00007478154,0.000050422612,0.0000029932323,0.000009341284,0.9502465,0.0019704073,0.00015786765,0.0019734916,0.0002138559],"about_ca_topic_score_codex":0.000026250053,"about_ca_topic_score_gemma":3.4884698e-7,"teacher_disagreement_score":0.94549304,"about_ca_system_score_codex":0.00010339121,"about_ca_system_score_gemma":0.000013825039,"threshold_uncertainty_score":0.84658957},"labels":[],"label_agreement":null},{"id":"W2600354472","doi":"10.5539/jsd.v10n2p238","title":"Study on the Impact of Strain Rate and Loading Speed on Geogrid-Reinforced Soil","year":2017,"lang":"en","type":"article","venue":"Journal of Sustainable Development","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geogrid; Geotechnical engineering; Materials science; Shear stress; Shear strength (soil); Clay soil; Environmental science; Geology; Composite material; Soil water; Soil science; Reinforcement","score_opus":0.015527357266260478,"score_gpt":0.24772560122454976,"score_spread":0.23219824395828928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2600354472","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986838,0.00001904378,0.00033452926,0.0000743827,0.000061898834,0.00018474195,6.772115e-7,0.000017979068,0.000622925],"genre_scores_gemma":[0.99971694,0.000017342654,0.000025199522,0.0000051525894,0.00002583973,0.0000022992388,3.8688748e-7,0.000014630674,0.00019222536],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9991426,0.00001944909,0.00035151243,0.000065227236,0.00020166617,0.0002195545],"domain_scores_gemma":[0.9993163,0.00009600593,0.0001720631,0.00018904422,0.00015310348,0.00007347973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009818254,0.00013475938,0.00021257906,0.00013144984,0.00017976364,0.00009373584,0.00020072107,0.000043071937,0.000008967288],"category_scores_gemma":[0.0004129297,0.00008526752,0.000055232198,0.00006909121,0.00002382225,0.00012657193,0.00004012975,0.00022104835,0.0000011723428],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045166613,0.000039471935,0.00046184062,0.000047639212,0.00013030806,0.00007140365,0.0015407732,0.9948929,0.0013216347,0.000369224,0.00010340215,0.000976238],"study_design_scores_gemma":[0.0029977597,0.002304489,0.89324415,0.0004281979,0.0000539519,0.000037185895,0.018715866,0.06987463,0.010899296,0.00038057295,0.0004899057,0.0005739996],"about_ca_topic_score_codex":0.000016970122,"about_ca_topic_score_gemma":7.1319226e-7,"teacher_disagreement_score":0.92501825,"about_ca_system_score_codex":0.00022798215,"about_ca_system_score_gemma":0.000089698755,"threshold_uncertainty_score":0.34771085},"labels":[],"label_agreement":null},{"id":"W2600696591","doi":"10.1139/cgj-2016-0406","title":"Load-transfer platform behaviour in embankments supported on semi-rigid columns: implications of the ground reaction curve","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":72,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University; Golder Associates (Canada)","funders":"Monash University","keywords":"Subsoil; Geotechnical engineering; Creep; Settlement (finance); Levee; Geology; Stress (linguistics); Displacement (psychology); Deformation (meteorology); Structural engineering; Engineering; Materials science; Soil water","score_opus":0.016531744956183102,"score_gpt":0.23105677986113746,"score_spread":0.21452503490495436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2600696591","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946508,0.00004174488,0.0018085379,0.0007997998,0.00047224568,0.00029933883,0.000058135196,0.00008285457,0.0017865765],"genre_scores_gemma":[0.99972296,0.000056638437,0.000014339127,0.000045767392,0.00005061726,0.000018824032,0.00000780512,0.000028967008,0.00005409279],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99878865,0.000015746928,0.0004244403,0.0001469776,0.0002482344,0.00037597277],"domain_scores_gemma":[0.9989238,0.00002965565,0.00006290553,0.00059193996,0.00008838604,0.0003033091],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035359524,0.00015215379,0.00019192182,0.00014955414,0.00030476603,0.000089249756,0.0005370615,0.00026950412,0.000037293343],"category_scores_gemma":[0.00019281906,0.00013534154,0.00011432072,0.00017504895,0.000082172584,0.00018648128,0.000019524077,0.0008470498,0.0000067159635],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044496403,0.0002591486,0.027901186,0.00010708579,0.00013907046,0.00008147993,0.00037160137,0.9170546,0.026973149,0.004910121,0.003102321,0.019055719],"study_design_scores_gemma":[0.00086708134,0.000098939825,0.9649156,0.00027942646,0.000050683015,0.00016451471,0.000040709543,0.025231197,0.0014196819,0.0021572155,0.0043820604,0.0003929368],"about_ca_topic_score_codex":0.009409964,"about_ca_topic_score_gemma":0.029423825,"teacher_disagreement_score":0.93701434,"about_ca_system_score_codex":0.0009322635,"about_ca_system_score_gemma":0.0002505838,"threshold_uncertainty_score":0.9971865},"labels":[],"label_agreement":null},{"id":"W2601011011","doi":"","title":"Percent Light Penetration of Woven Geotextiles and its Relationship to Soil Slurry Retention: GeoMontreal, 66th Annual Conference of the Canadian Geotechnical Society (CGS).","year":2013,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Penetration (warfare); Slurry; Environmental science; Geology; Engineering; Environmental engineering","score_opus":0.014012650079657019,"score_gpt":0.18799828788224734,"score_spread":0.17398563780259033,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2601011011","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99381715,0.00012004568,0.0026352576,0.0013651899,0.00008800692,0.00041319543,0.000019629155,0.00012108626,0.0014204312],"genre_scores_gemma":[0.99954176,0.00003306454,0.00012021871,0.000025203348,0.00001775107,0.000026976679,0.000010120289,0.000014353194,0.00021056841],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991563,0.000020241056,0.00030228766,0.00014465701,0.00018679233,0.00018972695],"domain_scores_gemma":[0.9993216,0.000050339528,0.00003593147,0.00020229995,0.00024105981,0.00014877362],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014931217,0.00011995567,0.0001497923,0.00005150397,0.00010096227,0.000035762943,0.00013672869,0.00019594777,0.00009951882],"category_scores_gemma":[0.00016334656,0.000097055374,0.00006839919,0.00022499186,0.000035849673,0.00018995946,0.000036345788,0.00017809919,0.0000075858793],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000019590939,0.000020378897,0.00055728207,0.0001496989,0.00002551256,1.5606949e-7,0.0013423206,0.9830294,0.0045363447,0.007209804,0.0020447134,0.0010824046],"study_design_scores_gemma":[0.00017570719,0.0000546304,0.28729436,0.000088155226,0.000027999618,0.0000036691983,0.0004009304,0.7091634,0.0013274869,0.00058396836,0.00066816557,0.00021148926],"about_ca_topic_score_codex":0.014594191,"about_ca_topic_score_gemma":0.024100227,"teacher_disagreement_score":0.28673708,"about_ca_system_score_codex":0.00008293253,"about_ca_system_score_gemma":0.00006703744,"threshold_uncertainty_score":0.9937074},"labels":[],"label_agreement":null},{"id":"W2602984450","doi":"10.1061/9780784480465.007","title":"Geofoam Inclusions for Reducing Passive Force on Bridge Abutments Based on Large-Scale Tests","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dow Chemical (Canada)","funders":"Federal Highway Administration; U.S. Department of Transportation","keywords":"Bridge (graph theory); Structural engineering; Scale (ratio); Engineering; Computer science; Geology; Physics; Medicine","score_opus":0.012927706388865689,"score_gpt":0.25283610065709045,"score_spread":0.23990839426822475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2602984450","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05673241,0.000100731406,0.93154347,0.0017100138,0.0023703026,0.001433559,0.00034354202,0.0016911083,0.0040748385],"genre_scores_gemma":[0.9948741,0.000036643833,0.00386223,0.0001443853,0.00018561025,0.00024071241,0.00009144704,0.00009241008,0.0004724326],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980748,0.000018052853,0.00034558435,0.0004951308,0.00033577764,0.0007306453],"domain_scores_gemma":[0.9979747,0.00011960789,0.00011129021,0.0014639046,0.000081041995,0.00024949078],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00033402903,0.00034908354,0.00039867059,0.00014760303,0.0009843673,0.00012511022,0.0007086197,0.00041564633,0.000010936285],"category_scores_gemma":[0.00092650304,0.00034239673,0.0002257861,0.0000796915,0.000089008216,0.00015565555,0.00014170457,0.00047864317,0.000035105957],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005886624,0.00014924965,0.00005427389,0.00006660347,0.000028234712,0.0000070136825,0.000031451968,0.9514717,0.0006834299,0.00025280414,0.03873858,0.008457825],"study_design_scores_gemma":[0.0011877917,0.0002824966,0.01121501,0.00021003323,0.000038679864,0.0000015698537,0.00000846008,0.9606195,0.0008352087,0.00088258955,0.02426899,0.00044966594],"about_ca_topic_score_codex":0.000018449313,"about_ca_topic_score_gemma":0.0000078273515,"teacher_disagreement_score":0.9381417,"about_ca_system_score_codex":0.0002432502,"about_ca_system_score_gemma":0.00003116936,"threshold_uncertainty_score":0.9999028},"labels":[],"label_agreement":null},{"id":"W2603056921","doi":"10.1061/9780784480472.028","title":"Soil/Geosynthetic Interface Strengths from Torsional Ring Shear Tests","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geomembrane; Geotechnical engineering; Materials science; Direct shear test; Geosynthetics; Shear strength (soil); Interface (matter); Soil water; Shear (geology); High-density polyethylene; Composite material; Geology; Polyethylene; Soil science; Contact angle","score_opus":0.00878367890169347,"score_gpt":0.23248739843148192,"score_spread":0.22370371952978846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2603056921","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57675743,0.0019385215,0.4055932,0.00079794595,0.0044461186,0.00043673586,0.00014543999,0.0030490158,0.006835587],"genre_scores_gemma":[0.99653333,0.00016856253,0.0027268636,0.000012933329,0.00020689277,0.0000258601,0.00002287758,0.00006776933,0.00023487867],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99837047,0.000019233712,0.00035845672,0.0004202125,0.0003146554,0.0005169571],"domain_scores_gemma":[0.9982096,0.00008999894,0.000077819604,0.0013255342,0.000050119703,0.00024694088],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020497681,0.00031970532,0.0003829399,0.00008401671,0.00037991928,0.00020468429,0.00094180956,0.00039725626,0.000085427746],"category_scores_gemma":[0.00078550325,0.0003247098,0.00015240848,0.000059316415,0.00018306889,0.00029655313,0.00024316928,0.0006083362,0.00014734603],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021672346,0.000059429058,0.0002208943,0.000042482254,0.00008017876,0.000018745313,0.000050285027,0.9463926,0.005073304,0.00020002457,0.0151319625,0.032708406],"study_design_scores_gemma":[0.0005189757,0.00005461192,0.012939796,0.00017687619,0.00005095526,0.0000071755994,0.000026615044,0.9367357,0.0027746335,0.0021603997,0.04389342,0.00066086126],"about_ca_topic_score_codex":0.00018806472,"about_ca_topic_score_gemma":0.00002029576,"teacher_disagreement_score":0.41977593,"about_ca_system_score_codex":0.00013176509,"about_ca_system_score_gemma":0.000019952542,"threshold_uncertainty_score":0.9999205},"labels":[],"label_agreement":null},{"id":"W2605314958","doi":"10.1139/cgj-2016-0019","title":"Seismic assessment of sheet pile reinforcement effect on river embankments constructed on a soft foundation ground including soft estuarine clay","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Japan Society for the Promotion of Science","keywords":"Geotechnical engineering; Pile; Geology; Penetration test; Foundation (evidence); Liquefaction; Levee; Sheet pile; Subgrade","score_opus":0.01440061526194632,"score_gpt":0.25722619722004253,"score_spread":0.2428255819580962,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2605314958","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85822487,0.000019987012,0.1364325,0.0003017784,0.0012446942,0.0005610377,0.000014550162,0.0002542968,0.0029462918],"genre_scores_gemma":[0.99939865,0.000027507804,0.00023321918,0.00008074993,0.0001278283,0.000020153631,0.000029436473,0.00004529175,0.000037134625],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99821484,0.000045394594,0.00054166495,0.00023406066,0.00045392732,0.0005100881],"domain_scores_gemma":[0.9985264,0.00012291597,0.00019258424,0.0005564995,0.00010139591,0.00050019805],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00058496284,0.00028741805,0.00037377188,0.00033511137,0.00053758983,0.00018882973,0.00046453867,0.0002609994,0.00013172573],"category_scores_gemma":[0.00038472572,0.00027770794,0.00013449093,0.00012796005,0.00014322838,0.00021123225,0.000059456615,0.00088234997,0.000020493058],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001589264,0.000017410857,0.00039837344,0.000048904378,0.000062500454,0.000024321782,0.000018402041,0.9699533,0.00058015337,0.0005643478,0.0002637603,0.028052632],"study_design_scores_gemma":[0.0011477172,0.00075886934,0.03455646,0.0003668765,0.000049536502,0.00006176803,0.0000075093976,0.95923847,0.0003766132,0.0004202144,0.0026682466,0.00034773967],"about_ca_topic_score_codex":0.0023941102,"about_ca_topic_score_gemma":0.00030652527,"teacher_disagreement_score":0.14117382,"about_ca_system_score_codex":0.0011932314,"about_ca_system_score_gemma":0.00019322944,"threshold_uncertainty_score":0.9999675},"labels":[],"label_agreement":null},{"id":"W2605587457","doi":"10.11159/icgre17.138","title":"Uplift and Lateral Performance of Tapered Helical Piles in Sand","year":2017,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geology; Geotechnical engineering; Materials science","score_opus":0.004335300839943692,"score_gpt":0.1753387534267919,"score_spread":0.1710034525868482,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2605587457","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99925435,0.00015550881,0.0000029588573,0.00002804956,0.00017474809,0.00010722398,0.000008985706,0.000035375848,0.00023277523],"genre_scores_gemma":[0.9995736,0.00024014234,0.000092597744,0.0000031534692,0.0000167239,0.000007680786,0.0000011904783,0.00002092676,0.000043993503],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9993535,0.0000010569207,0.00020820537,0.00014398001,0.00012424562,0.00016896064],"domain_scores_gemma":[0.99975353,0.000019279365,0.000057853103,0.00011643184,0.000004528259,0.000048368227],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005736402,0.0001659675,0.00021249175,0.00007492961,0.00007115568,0.000035160516,0.00018559615,0.000054971802,0.000006056958],"category_scores_gemma":[0.000020985388,0.00013415355,0.00003052362,0.000044700155,0.00012207753,0.00017879262,0.00010546758,0.0001742034,1.6190207e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008521916,0.000030325213,0.19249858,0.0018835971,0.00008020436,0.0000012091516,0.00034825172,0.4992595,0.29724517,0.0018670354,0.00004258903,0.006658305],"study_design_scores_gemma":[0.00045795913,0.000041794196,0.53297377,0.00034459584,0.000011836746,0.0000066818807,0.000018096951,0.43112636,0.034679662,0.00005380081,0.000087116314,0.00019829474],"about_ca_topic_score_codex":0.0000072755856,"about_ca_topic_score_gemma":0.000005903229,"teacher_disagreement_score":0.3404752,"about_ca_system_score_codex":0.000026121164,"about_ca_system_score_gemma":0.0000010139411,"threshold_uncertainty_score":0.5470623},"labels":[],"label_agreement":null},{"id":"W2605731272","doi":"10.11159/icgre17.117","title":"Different Loading Systems for Reinforced Earth Walls under Strip Footing Load","year":2017,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Earth (classical element); Structural engineering; Computer science; Geotechnical engineering; Materials science; Geology; Engineering; Mathematics","score_opus":0.007749643851092967,"score_gpt":0.188637980383308,"score_spread":0.18088833653221503,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2605731272","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9966138,0.00028521274,0.00064748316,0.000052480882,0.0012228744,0.00047948706,0.00003018154,0.00019644403,0.0004720412],"genre_scores_gemma":[0.9990472,0.000103854094,0.00010073205,0.000006897776,0.00008023248,0.000042836662,0.0000041423104,0.000058303,0.00055580924],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99881625,0.0000016420443,0.00031849038,0.00024426795,0.0002694554,0.0003498744],"domain_scores_gemma":[0.99945736,0.0000626619,0.00013689887,0.00022452326,0.00001718469,0.000101372345],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000104658604,0.0003148878,0.00031830152,0.00007822451,0.00028751243,0.00018904645,0.00037271754,0.00009071444,0.0000048137435],"category_scores_gemma":[0.00006718328,0.0002498363,0.00010461074,0.00004964188,0.00007899207,0.00023874153,0.0001288605,0.00023257335,5.1267733e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014395613,0.0000040122973,0.0004663534,0.0005443365,0.00006744661,1.7916268e-7,0.000046510435,0.93994945,0.053266082,0.005142605,0.000061468585,0.00043717254],"study_design_scores_gemma":[0.0006303797,0.00004562848,0.015001561,0.000502951,0.000042783977,0.000006436702,0.0000801742,0.9579586,0.024658147,0.00008670566,0.000606108,0.0003805253],"about_ca_topic_score_codex":0.000010148491,"about_ca_topic_score_gemma":0.000005642189,"teacher_disagreement_score":0.028607935,"about_ca_system_score_codex":0.00012890731,"about_ca_system_score_gemma":0.0000027844599,"threshold_uncertainty_score":0.9999954},"labels":[],"label_agreement":null},{"id":"W2606821305","doi":"10.1680/jgein.17.00012","title":"A new approach for estimating internal stability of reinforced soil structures","year":2017,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; Tetra Tech (Canada)","funders":"","keywords":"Reinforcement; Stiffness; Geotechnical engineering; Geosynthetics; Structural engineering; Displacement (psychology); Boundary (topology); Stability (learning theory); Settlement (finance); Computer science; Geology; Engineering; Mathematics; Mathematical analysis","score_opus":0.020349578179117495,"score_gpt":0.25286885561618133,"score_spread":0.23251927743706383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2606821305","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.035366032,0.000008868811,0.9563076,0.000040637467,0.00083918025,0.00011686491,0.00004128099,0.000113169146,0.0071663684],"genre_scores_gemma":[0.88673615,0.0000032664166,0.11290696,0.0000027627673,0.00015685431,0.000011520145,0.000028296892,0.000018460205,0.00013574056],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99927336,0.0000039927017,0.0002665805,0.00013607758,0.00018451114,0.0001354805],"domain_scores_gemma":[0.9993574,0.000048664806,0.00008943776,0.00034620386,0.00010395198,0.000054336455],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001726092,0.00011039364,0.00013908515,0.000047596346,0.00007005091,0.000070789276,0.0004708733,0.000079271784,0.00009083347],"category_scores_gemma":[0.0006878707,0.00011124595,0.00008388036,0.000016988202,0.000045223704,0.000099961384,0.00006780702,0.000109016786,0.0000015299989],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013303612,0.0000059602194,0.000055681445,0.00007913694,0.000031541942,1.247828e-7,0.00011347682,0.97536224,0.0020034008,0.006452009,0.00014406939,0.015739044],"study_design_scores_gemma":[0.00026509658,0.000012622252,0.0003714587,0.000024424078,0.000009570432,0.0000029000298,0.000017991906,0.9858376,0.010987319,0.002003982,0.00036150232,0.00010554131],"about_ca_topic_score_codex":0.000055643188,"about_ca_topic_score_gemma":0.0000056040585,"teacher_disagreement_score":0.8513701,"about_ca_system_score_codex":0.000047721405,"about_ca_system_score_gemma":0.00001922798,"threshold_uncertainty_score":0.45364782},"labels":[],"label_agreement":null},{"id":"W2607968584","doi":"10.1007/s10163-017-0617-1","title":"Effect of cyclic loading on the compressive strength of soil stabilized with bassanite–tire mixture","year":2017,"lang":"en","type":"article","venue":"Journal of Material Cycles and Waste Management","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Compressive strength; Ultimate tensile strength; Materials science; Geotechnical engineering; Composite material; Environmental science; Geology","score_opus":0.0047935370137904285,"score_gpt":0.20070975339710587,"score_spread":0.19591621638331544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2607968584","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99876606,0.000056267112,0.00024587236,0.000057520072,0.00019943646,0.00013484886,0.000008657087,0.000011800451,0.0005195383],"genre_scores_gemma":[0.9997191,0.00012986209,0.00006759622,0.000002343084,0.00005489182,0.000002799784,9.750642e-7,0.000014507937,0.000007921201],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993413,0.00003970391,0.00026685983,0.0000632795,0.00018824438,0.000100598416],"domain_scores_gemma":[0.99941146,0.00007225378,0.00024306103,0.00020689418,0.00003248658,0.000033834964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031331566,0.000120794684,0.00027522733,0.000054903237,0.000065856926,0.00005476414,0.00018226844,0.000038350336,0.000011266457],"category_scores_gemma":[0.000025752672,0.00006775066,0.00005016313,0.000027559317,0.000052479572,0.00006556755,0.00005190737,0.00009074761,1.7952715e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018264563,0.00013589168,0.00073950243,0.004773905,0.00082828215,0.000051468363,0.0004906653,0.8760241,0.051127475,0.0027816142,0.000311193,0.06090941],"study_design_scores_gemma":[0.013187458,0.00791766,0.03826424,0.008659242,0.0014046372,0.000059623242,0.0021756212,0.17508544,0.7494838,0.00062936445,0.0019445237,0.0011883302],"about_ca_topic_score_codex":0.0000087724775,"about_ca_topic_score_gemma":0.0000022272613,"teacher_disagreement_score":0.7009387,"about_ca_system_score_codex":0.000014235078,"about_ca_system_score_gemma":0.0000019684176,"threshold_uncertainty_score":0.27627918},"labels":[],"label_agreement":null},{"id":"W2609945749","doi":"10.1007/s11440-017-0545-1","title":"Creep behaviour of intact and remoulded fibrous peat","year":2017,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Natural Resources; University of Alberta","funders":"","keywords":"Creep; Geotechnical engineering; Consolidation (business); Peat; Solid mechanics; Geology; Stress (linguistics); Isotropy; Cylinder stress; Materials science; Composite material; Physics","score_opus":0.008438706274451634,"score_gpt":0.21574849967870494,"score_spread":0.2073097934042533,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2609945749","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9908913,0.00021179346,0.0042508813,0.00026322264,0.00014617831,0.0001802365,0.000013211649,0.00069084717,0.0033523429],"genre_scores_gemma":[0.9990706,0.00019423863,0.0005826835,0.000004875287,0.00002514162,0.000009694033,0.000005194065,0.000032784003,0.0000748056],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993032,0.0000068661107,0.00021226324,0.00015971209,0.00012446538,0.00019347978],"domain_scores_gemma":[0.9990737,0.00003452772,0.000056547142,0.00072887976,0.000032364092,0.000073969786],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012641192,0.00014219846,0.00021205538,0.000059779708,0.000103952254,0.00004473502,0.00030400482,0.00019059352,0.00001557546],"category_scores_gemma":[0.00019701953,0.00014381362,0.00005086651,0.00005113613,0.00007748928,0.00014458885,0.00011148253,0.0002166527,0.0000029645114],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008770474,0.00034525877,0.00967616,0.0017149199,0.0002897721,0.00007402923,0.00089461857,0.28673503,0.53084517,0.005244585,0.008584777,0.15550795],"study_design_scores_gemma":[0.0022140201,0.0005438577,0.52539086,0.0005983557,0.00025398855,0.00013750221,0.00011980259,0.3896429,0.044414394,0.0021719157,0.032589424,0.0019229534],"about_ca_topic_score_codex":0.000087672975,"about_ca_topic_score_gemma":0.000010195019,"teacher_disagreement_score":0.5157147,"about_ca_system_score_codex":0.000024378549,"about_ca_system_score_gemma":0.0000071531126,"threshold_uncertainty_score":0.5864549},"labels":[],"label_agreement":null},{"id":"W2610640251","doi":"10.1039/c7ra02151h","title":"Study on frost heaving characteristics of gravel soil pavement structures of airports in Alpine regions","year":2017,"lang":"en","type":"article","venue":"RSC Advances","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Air Canada","funders":"Ministry of Education, India","keywords":"Frost heaving; Geotechnical engineering; Frost (temperature); Environmental science; Geology; Hydrology (agriculture); Geomorphology","score_opus":0.016487203580945544,"score_gpt":0.2585663278716463,"score_spread":0.24207912429070075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2610640251","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960332,0.00014076693,0.0031932085,0.00001588372,0.00022093812,0.0001466377,0.000016529551,0.000047004552,0.00018583187],"genre_scores_gemma":[0.9996618,0.00012825079,0.00014568884,0.000002000909,0.000023802271,0.000010160544,0.000006618215,0.000013378654,0.000008292282],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9993603,0.0000071805193,0.00027955743,0.00010687255,0.00013379821,0.0001122551],"domain_scores_gemma":[0.9994825,0.000029192184,0.00010084428,0.00033474044,0.000027102036,0.000025637486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008575661,0.00009993622,0.00022428518,0.00006155317,0.000040201732,0.000008495747,0.00013142359,0.000036174923,0.0000030514595],"category_scores_gemma":[0.000107624524,0.00009336062,0.000026964875,0.00004796973,0.000033777495,0.000073253985,0.000026047226,0.00008972733,3.5629446e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016881162,0.000247187,0.06105852,0.0003499876,0.00003528569,0.000014560687,0.0008889747,0.913366,0.0060081817,0.0023543653,0.000012482533,0.01564753],"study_design_scores_gemma":[0.00043560486,0.00018495062,0.9835086,0.00020703647,0.000012682238,7.7829816e-7,0.00027376553,0.008469276,0.005394801,0.0010987576,0.00024249246,0.00017128847],"about_ca_topic_score_codex":0.00004008209,"about_ca_topic_score_gemma":0.000090940375,"teacher_disagreement_score":0.92245007,"about_ca_system_score_codex":0.000020769934,"about_ca_system_score_gemma":0.0000051700526,"threshold_uncertainty_score":0.38071355},"labels":[],"label_agreement":null},{"id":"W2611939228","doi":"10.1680/jgele.16.00191","title":"Insights into geogrid–soil interaction using a transparent granular soil","year":2017,"lang":"en","type":"article","venue":"Géotechnique Letters","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geogrid; Geotechnical engineering; Materials science; Transverse plane; Stiffness; Shear (geology); Deformation (meteorology); Shear stress; Geology; Composite material; Structural engineering; Engineering; Reinforcement","score_opus":0.018305850223283054,"score_gpt":0.23982052761200465,"score_spread":0.2215146773887216,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2611939228","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.55581385,0.000058276837,0.44204667,0.000502331,0.00039298623,0.00014543961,0.0000012019107,0.0008952281,0.0001440049],"genre_scores_gemma":[0.9976706,0.000076179575,0.0018019193,0.00018921567,0.00012866025,0.000055938348,0.000012950693,0.000060822575,0.0000037265022],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99899656,0.00002068156,0.000272397,0.00024999637,0.00018841535,0.00027198344],"domain_scores_gemma":[0.99916637,0.000017337814,0.00006150413,0.0006374718,0.000027276605,0.000090022404],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000096833064,0.00024059147,0.00022384553,0.00015173161,0.00028272663,0.0001284893,0.00033438895,0.0001961736,0.0000082251545],"category_scores_gemma":[0.000036732974,0.00025547534,0.000110802386,0.000092996655,0.000072026894,0.0003494431,0.00003971347,0.0004123416,0.000010852933],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004530595,0.000012205199,0.000048041868,0.00009847243,0.0000148060935,0.0000138597825,0.00017067726,0.7063757,0.28914484,0.0000627956,0.00017294774,0.003881078],"study_design_scores_gemma":[0.00033525826,0.000031251384,0.0017664813,0.00025976184,0.000044415658,0.000015449954,0.000016227219,0.8518921,0.13784207,0.00059114385,0.0066014975,0.00060434476],"about_ca_topic_score_codex":0.0004216932,"about_ca_topic_score_gemma":0.000096895455,"teacher_disagreement_score":0.4418567,"about_ca_system_score_codex":0.00018507498,"about_ca_system_score_gemma":0.0000071733043,"threshold_uncertainty_score":0.99998975},"labels":[],"label_agreement":null},{"id":"W2613370174","doi":"10.1139/cgj-2016-0243","title":"Laboratory study on pullout capacity of helical soil nail in cohesionless soil","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soil nailing; Geotechnical engineering; Nail (fastener); Helix (gastropod); Displacement (psychology); Mohr–Coulomb theory; Materials science; Geology; Structural engineering; Engineering; Retaining wall; Finite element method","score_opus":0.017946584033287773,"score_gpt":0.22307703942534446,"score_spread":0.20513045539205668,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2613370174","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99749887,0.00005562448,0.0009837974,0.00035314017,0.0003725864,0.00017649577,0.00002759745,0.00010217631,0.0004296829],"genre_scores_gemma":[0.9997168,0.000030281826,0.000031894273,0.000048047346,0.0001058564,0.000012892349,0.0000015515645,0.000038168873,0.000014483331],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99841547,0.00005772663,0.00050671055,0.00020202981,0.0003276367,0.0004904185],"domain_scores_gemma":[0.9984962,0.000057579775,0.000087275366,0.00062161946,0.00011555094,0.00062177656],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00071293005,0.00021113256,0.0003669516,0.00031151905,0.0002368766,0.00010240913,0.00061314815,0.0003060558,0.000035135756],"category_scores_gemma":[0.00066880573,0.00020973421,0.000089903086,0.0001862303,0.00011987319,0.00013595642,0.00003542369,0.0011751679,0.000019672567],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014611782,0.00016438222,0.0038455923,0.00004223888,0.000031878484,0.00020524926,0.00015229029,0.98874176,0.0015166509,0.00027013163,0.00065000256,0.0043652225],"study_design_scores_gemma":[0.0036284032,0.00095594523,0.6507118,0.0007784487,0.00007582548,0.00012199788,0.00045506118,0.32786343,0.0037893993,0.0011377203,0.00900016,0.0014818527],"about_ca_topic_score_codex":0.005789266,"about_ca_topic_score_gemma":0.020235755,"teacher_disagreement_score":0.6608783,"about_ca_system_score_codex":0.00043553938,"about_ca_system_score_gemma":0.00022069737,"threshold_uncertainty_score":0.9976424},"labels":[],"label_agreement":null},{"id":"W2614174851","doi":"10.1139/cgj-2016-0505","title":"Effective use of geosynthetics to increase bearing capacity of shallow foundations","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Reinforcement; Geosynthetics; Geotechnical engineering; Bearing capacity; Foundation (evidence); Finite element method; Bearing (navigation); Shallow foundation; Structural engineering; Computer simulation; Surface finish; Engineering; Geology; Computer science; Simulation; Law; Mechanical engineering","score_opus":0.02180383443638475,"score_gpt":0.22323315539326238,"score_spread":0.20142932095687763,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2614174851","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90778786,0.000021035392,0.09103122,0.000198,0.00024627094,0.00022900534,0.000065192275,0.000073288036,0.00034810233],"genre_scores_gemma":[0.9980967,0.000017980059,0.0017719856,0.000015969377,0.000049390936,0.000007870288,0.0000023409423,0.000024811485,0.000012924285],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99906826,0.000022245713,0.00033784047,0.00010883681,0.00017055124,0.00029229396],"domain_scores_gemma":[0.9985751,0.00011075678,0.00008314242,0.00045871388,0.00017515333,0.00059714186],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030866402,0.00012664833,0.00024441886,0.00023765115,0.00020792474,0.00008862925,0.00035697484,0.00016650093,0.00002917493],"category_scores_gemma":[0.001939683,0.00013399178,0.00010536193,0.000117722666,0.00010335046,0.00019022777,0.00004315015,0.00041733735,0.000005181666],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004737094,0.000014372361,0.0006333006,0.000039751198,0.000035575013,0.000009382121,0.000049540984,0.9844235,0.003961936,0.00085419824,0.00012141562,0.00985227],"study_design_scores_gemma":[0.0006751353,0.00029088897,0.27136537,0.00071672973,0.0001354698,0.00017994322,0.000029336521,0.6939868,0.0054936567,0.0018940495,0.024475964,0.00075669074],"about_ca_topic_score_codex":0.017197378,"about_ca_topic_score_gemma":0.009308856,"teacher_disagreement_score":0.29043674,"about_ca_system_score_codex":0.00022855794,"about_ca_system_score_gemma":0.00009122374,"threshold_uncertainty_score":0.9893472},"labels":[],"label_agreement":null},{"id":"W2614329938","doi":"10.1007/978-3-319-53487-9_65","title":"The 10-Mile Slide and Response of a Retaining Wall to Its Continuous Deformation","year":2017,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Pacific Railway (Canada); University of Alberta","funders":"","keywords":"Retaining wall; Mile; Landslide; Geology; Geotechnical engineering; Kinematics; Context (archaeology); Front (military); Train; Deformation (meteorology); Structural engineering; Engineering; Geodesy; Geography; Cartography","score_opus":0.011337800676987954,"score_gpt":0.20129916911511606,"score_spread":0.1899613684381281,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2614329938","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.033480108,0.002231349,0.017430322,0.00041115689,0.0004139451,0.0010807012,0.000043972366,0.0011522411,0.9437562],"genre_scores_gemma":[0.6945436,0.0003012598,0.00018371984,0.000013662474,0.000033040957,0.000017701688,0.000011883204,0.0000648189,0.3048303],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.999358,0.0000073657707,0.00026627304,0.000104801984,0.00013048894,0.0001330519],"domain_scores_gemma":[0.9993082,0.00016596228,0.000059791,0.0003191911,0.0000857053,0.00006110683],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004036494,0.0001587655,0.00021157917,0.00006851754,0.00008408053,0.000045152974,0.00013925445,0.00019203729,0.00003118101],"category_scores_gemma":[0.00034624955,0.00012187264,0.000044514087,0.000010353776,0.000022923798,0.00005628744,0.000044731827,0.00014556303,0.00002933306],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00092288124,0.000017524386,0.000009680171,0.0012817541,0.00040919724,0.00001888708,0.0034821648,0.5981673,0.006368252,0.18567951,0.009375631,0.19426724],"study_design_scores_gemma":[0.00045715872,0.00029695794,0.00035921903,0.000739117,0.00007471435,0.000018410867,0.000056016965,0.2990949,0.0014295497,0.0015072342,0.69518447,0.0007822472],"about_ca_topic_score_codex":0.0000047355547,"about_ca_topic_score_gemma":0.000012910437,"teacher_disagreement_score":0.68580884,"about_ca_system_score_codex":0.000043281365,"about_ca_system_score_gemma":0.000012958731,"threshold_uncertainty_score":0.4969822},"labels":[],"label_agreement":null},{"id":"W2615132213","doi":"10.1061/9780784480045.018","title":"Laboratory Testing of Enhancing the Bearing Capacity of Strip Footing with Woven Geotextiles","year":2016,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Terrafix Geosynthetics (Canada)","funders":"","keywords":"Bearing capacity; Geotechnical engineering; Reinforcement; Terzaghi's principle; Bearing (navigation); Geotextile; Structural engineering; Geology; Materials science; Engineering; Computer science; Pore water pressure","score_opus":0.010716788283613317,"score_gpt":0.16796199117692137,"score_spread":0.15724520289330807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2615132213","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89368385,0.000031517775,0.1051478,0.000012219045,0.000029919795,0.00006240637,0.000005144606,0.00017859961,0.000848567],"genre_scores_gemma":[0.99817395,0.0000035197488,0.0017647475,0.0000020136617,0.000018958564,0.0000043158116,2.275227e-7,0.000018188292,0.000014064208],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99939746,0.000011495555,0.00023433729,0.00008276024,0.00012722437,0.00014673255],"domain_scores_gemma":[0.9993166,0.00032922733,0.000047356745,0.00017796399,0.00010208753,0.00002682082],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024850114,0.000088183435,0.00013617388,0.000036356807,0.000027376478,0.0000052281603,0.0000996483,0.000046022233,0.0000073114534],"category_scores_gemma":[0.00035670717,0.00004769607,0.000020135416,0.00026264376,0.000046971585,0.00007283168,0.00002077754,0.000078751524,8.5207654e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000016912779,0.0000072288317,0.0013443545,0.00014104598,0.000018771776,2.1008228e-7,0.00015406075,0.591123,0.40092593,0.00047305686,0.000004129873,0.0058065495],"study_design_scores_gemma":[0.00050350005,0.00013623525,0.027102947,0.0010339794,0.00003566858,0.000003757225,0.00034808952,0.20526801,0.7648293,0.0001996358,0.00018684221,0.00035207585],"about_ca_topic_score_codex":0.00006738391,"about_ca_topic_score_gemma":0.00004441722,"teacher_disagreement_score":0.38585496,"about_ca_system_score_codex":0.00002536743,"about_ca_system_score_gemma":0.000014402293,"threshold_uncertainty_score":0.19449893},"labels":[],"label_agreement":null},{"id":"W2617757848","doi":"10.1139/cgj-2017-0063","title":"Experimental investigation of compaction-grouted soil nails","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Grout; Soil nailing; Geotechnical engineering; Compaction; Geology; Retaining wall","score_opus":0.015877481216593235,"score_gpt":0.21930052658639815,"score_spread":0.2034230453698049,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2617757848","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9777955,0.00028860747,0.018897152,0.0004807507,0.0008120895,0.00012855274,0.000017079226,0.00023218652,0.0013481214],"genre_scores_gemma":[0.99958014,0.000020939555,0.00020054147,0.000028485007,0.00011564222,0.000004350567,0.0000057358648,0.000024463485,0.000019691057],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991238,0.0000147471565,0.000308328,0.00009743467,0.00017187229,0.00028381252],"domain_scores_gemma":[0.99894035,0.000019203666,0.000082769264,0.0003335447,0.00007249337,0.00055165484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020529146,0.00012672383,0.00018153116,0.00015996766,0.00030855238,0.00011486679,0.00033598382,0.00018261567,0.00007427698],"category_scores_gemma":[0.0001454042,0.00013265596,0.00008285149,0.00007905278,0.00012662233,0.00023168436,0.000016905664,0.00042285683,0.000012247774],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004695201,0.000010828791,0.0004699087,0.000027445,0.000037647034,0.000023324112,0.00010018624,0.957457,0.036040585,0.0006838795,0.002246534,0.0028979434],"study_design_scores_gemma":[0.0010521513,0.00016471028,0.07360534,0.00026191855,0.000040151033,0.0003373523,0.00013894546,0.8603662,0.0540841,0.0015642777,0.0077032885,0.0006815509],"about_ca_topic_score_codex":0.0036361148,"about_ca_topic_score_gemma":0.000984596,"teacher_disagreement_score":0.09709081,"about_ca_system_score_codex":0.0002875388,"about_ca_system_score_gemma":0.00011766873,"threshold_uncertainty_score":0.5496742},"labels":[],"label_agreement":null},{"id":"W2620769101","doi":"10.1515/intag-2016-0044","title":"Influence of wood-derived biochar on the compactibility and strength of silt loam soil","year":2017,"lang":"en","type":"article","venue":"International Agrophysics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Loam; Biochar; Water content; Atterberg limits; Compaction; Silt; Bulk density; Moisture; Soil water; Soil texture; Soil science; Materials science; Environmental science; Chemistry; Geotechnical engineering; Composite material; Geology; Pyrolysis","score_opus":0.010171174057080973,"score_gpt":0.2184445726530845,"score_spread":0.20827339859600352,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2620769101","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99854815,0.000011094503,0.00066391873,0.00010071347,0.00008019488,0.0000453659,0.000024758756,0.000030281724,0.0004955154],"genre_scores_gemma":[0.99989265,0.000024552526,0.000030859017,0.0000065452846,0.000027112186,0.0000020175144,0.0000032786893,0.0000067363158,0.0000062308604],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958533,0.00000596547,0.0001318844,0.000074324445,0.00014657516,0.00005594884],"domain_scores_gemma":[0.9995011,0.000084235784,0.00006428716,0.00024573435,0.000085473344,0.0000191534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000536304,0.000069258465,0.00009346547,0.000017446051,0.000035548514,0.000016040136,0.00022102355,0.000029898545,0.0000046776013],"category_scores_gemma":[0.00015233301,0.000052782016,0.00002966956,0.000024674318,0.00009907351,0.00007538766,0.00003903311,0.000087468405,0.0000024552003],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007936868,0.000042223,0.00043216042,0.000038306367,0.000038210146,2.5479136e-7,0.00011970439,0.8760834,0.11410291,0.0071722036,0.000012196656,0.001950547],"study_design_scores_gemma":[0.00036736144,0.00009300399,0.3043535,0.00016397549,0.000015503492,8.6458004e-7,0.000047242123,0.3316746,0.35774,0.005260009,0.00008670531,0.00019719274],"about_ca_topic_score_codex":0.00007212854,"about_ca_topic_score_gemma":0.000004218761,"teacher_disagreement_score":0.54440874,"about_ca_system_score_codex":0.000015383479,"about_ca_system_score_gemma":0.0000049299806,"threshold_uncertainty_score":0.21523881},"labels":[],"label_agreement":null},{"id":"W2725540891","doi":"10.1061/9780784480786.015","title":"Compaction Grouting as Part of Seismic Retrofit of Two Bridges in British Columbia, Canada","year":2017,"lang":"en","type":"article","venue":"Grouting 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Klohn Crippen Berger (Canada)","funders":"","keywords":"Geotechnical engineering; Compaction; Geology; Grout; Levee; Liquefaction; Pile; Abutment; Engineering; Civil engineering","score_opus":0.011412221508835455,"score_gpt":0.2162156719570593,"score_spread":0.20480345044822384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2725540891","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99652344,0.00006745224,0.0008903795,0.000018643668,0.00044753923,0.000085126696,0.000018761993,0.000078255245,0.0018703978],"genre_scores_gemma":[0.9997109,0.000019522284,0.00006966637,0.000005012192,0.00005243781,0.0000032484436,0.000009911849,0.000020969666,0.000108327826],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99908775,0.000015082682,0.00035276834,0.0001361447,0.00017570067,0.00023257239],"domain_scores_gemma":[0.9993378,0.000045551235,0.00016156562,0.00035594756,0.00005053723,0.000048608785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027018308,0.00008024089,0.00025934074,0.00002561926,0.00011880107,0.00007614057,0.00021403425,0.000058685495,0.000011576914],"category_scores_gemma":[0.0003882386,0.0001399905,0.000039515035,0.000055174594,0.000044138746,0.000110483525,0.000040640563,0.00017465625,0.0000011390832],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000024215624,0.000020452058,0.42361057,0.00032103754,0.00002667626,0.000018525883,0.00012009148,0.56135494,0.0013006624,0.00005080968,0.0007785844,0.01239526],"study_design_scores_gemma":[0.00040612093,0.000015245214,0.71431994,0.00042280427,0.000010590266,0.000014420935,0.000081246995,0.2836844,0.0005043756,0.00006479464,0.00030617206,0.00016984703],"about_ca_topic_score_codex":0.941993,"about_ca_topic_score_gemma":0.8975261,"teacher_disagreement_score":0.2907094,"about_ca_system_score_codex":0.00013118124,"about_ca_system_score_gemma":0.000051060662,"threshold_uncertainty_score":0.57086474},"labels":[],"label_agreement":null},{"id":"W2729804288","doi":"10.1061/(asce)gt.1943-5606.0001762","title":"Short-Term Lateral Response of a Buried Modular Polymer Stormwater Collection Structure to Compaction and Overburden Pressure","year":2017,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geotechnical engineering; Compaction; Geology; Overburden pressure; Lateral earth pressure; Term (time); Overburden","score_opus":0.004353129934811296,"score_gpt":0.19148270474817894,"score_spread":0.18712957481336764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2729804288","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968866,0.00040255263,0.0022801626,0.00009881642,0.00015898759,0.000112969596,0.000013931587,0.00004264169,0.0000033222364],"genre_scores_gemma":[0.9996261,0.000092143666,0.00014712772,0.0000040886657,0.00007129161,0.000002449093,0.0000015942975,0.000026402706,0.000028773764],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9991468,0.000012674469,0.00033847603,0.00012579681,0.00019962077,0.00017663144],"domain_scores_gemma":[0.99953014,0.000027931314,0.000069052476,0.00019829214,0.00001401843,0.0001605884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001757086,0.00017603976,0.00029231427,0.00012437685,0.000081903956,0.000047192603,0.00012582846,0.00015726645,0.000010776792],"category_scores_gemma":[0.00004695548,0.00015928976,0.000058825648,0.000044013035,0.000049309692,0.00023078406,0.00007948363,0.0002845052,2.908373e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015622616,0.00001563585,0.0002829659,0.00007502278,0.000060046103,0.000006842537,0.000095232645,0.76763266,0.23074888,0.00000777616,0.000013093777,0.000905593],"study_design_scores_gemma":[0.000654556,0.00037821385,0.6048589,0.00016692776,0.00009332261,0.00020896479,0.000017600234,0.35358086,0.038900975,0.000021444688,0.0008151385,0.00030314014],"about_ca_topic_score_codex":0.000009246502,"about_ca_topic_score_gemma":6.4967713e-7,"teacher_disagreement_score":0.6045759,"about_ca_system_score_codex":0.000053720883,"about_ca_system_score_gemma":0.0000031885054,"threshold_uncertainty_score":0.64956474},"labels":[],"label_agreement":null},{"id":"W2731592002","doi":"10.1061/9780784480809.022","title":"Cement-Bentonite Slurry Walls for Seismic Containment of the Kingston Coal Ash Landfill","year":2017,"lang":"en","type":"article","venue":"Grouting 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada); Kensington Health","funders":"","keywords":"Slurry; Geotechnical engineering; Bentonite; Fly ash; Geology; Mining engineering; Environmental science; Waste management; Engineering; Environmental engineering","score_opus":0.016313874160566722,"score_gpt":0.23172355147545232,"score_spread":0.21540967731488558,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2731592002","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95771277,0.000095461284,0.03621677,0.00023768593,0.0011763746,0.00049786596,0.00005848746,0.00019619407,0.0038083764],"genre_scores_gemma":[0.9994528,0.000009178454,0.00016141342,0.000019195153,0.00007947817,0.000022500704,0.000010711689,0.000021799411,0.00022288867],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933946,0.0000072617386,0.00018868044,0.00011542203,0.00013113138,0.00021806234],"domain_scores_gemma":[0.9993043,0.000036282883,0.00010179292,0.00048706908,0.000034713725,0.000035825953],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023677738,0.00011185592,0.0001458546,0.000019606217,0.00027778913,0.000050436196,0.0003308738,0.0000764281,0.0000047437156],"category_scores_gemma":[0.00012801998,0.00008995403,0.000084351144,0.000017800956,0.000038784532,0.000063386105,0.00007658087,0.00010252362,0.0000038950475],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024844145,0.00005603243,0.014111719,0.00056962366,0.00012328476,0.0000015773271,0.00088497344,0.9557446,0.011615824,0.0018055334,0.002496758,0.012565233],"study_design_scores_gemma":[0.0012157235,0.00006421466,0.06492863,0.00025314317,0.0000591372,0.000003187833,0.0000663787,0.89472187,0.008589655,0.00037515472,0.029399162,0.0003237498],"about_ca_topic_score_codex":0.00008137973,"about_ca_topic_score_gemma":0.0000153208,"teacher_disagreement_score":0.06102273,"about_ca_system_score_codex":0.000053964963,"about_ca_system_score_gemma":0.000007972141,"threshold_uncertainty_score":0.3668219},"labels":[],"label_agreement":null},{"id":"W2731803583","doi":"10.1061/9780784480809.044","title":"Use of Real-Time Monitoring Data to Interpret Variable Subsurface Conditions and Validate Construction for a Large Deep Mixing Scheme Using Cutter Soil Mixing to Support MSE Walls at Kitimat LNG, BC, Canada","year":2017,"lang":"en","type":"article","venue":"Grouting 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Kerr Wood Leidal Associates (Canada); Burnaby Hospital","funders":"","keywords":"Mixing (physics); Quality assurance; Liquefied natural gas; Environmental science; Sampling (signal processing); Engineering; Natural gas; Waste management","score_opus":0.04782499040701565,"score_gpt":0.2807963964951558,"score_spread":0.23297140608814015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2731803583","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.926309,0.00001464227,0.07194452,0.00004456965,0.0005808216,0.00031750422,0.0005100424,0.0001492848,0.00012962351],"genre_scores_gemma":[0.94336426,0.000010456558,0.05626017,0.000011612766,0.00007868931,0.000014730604,0.00014463169,0.000053607127,0.000061865314],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986227,0.000016621047,0.00037187498,0.0003596607,0.0001684197,0.00046072723],"domain_scores_gemma":[0.9985736,0.00015311016,0.0001024524,0.0008853583,0.0001019365,0.00018352596],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00038119534,0.00021120961,0.0003096571,0.00007635844,0.00048953475,0.0001975637,0.00034045093,0.000105697436,0.00001503383],"category_scores_gemma":[0.0007096312,0.00024977626,0.00003068407,0.00006998594,0.000023206869,0.000503221,0.00041744384,0.00012023542,0.0000035969829],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031450898,0.000019828016,0.012265503,0.00056917913,0.00014325848,0.00001076824,0.00073772745,0.44764426,0.5360099,0.00028071893,0.001741725,0.00054570165],"study_design_scores_gemma":[0.0003561032,0.000027202568,0.002429226,0.0006212771,0.00007134625,0.000022469752,0.000076532386,0.98156947,0.01299504,0.000018636929,0.0014074766,0.0004052346],"about_ca_topic_score_codex":0.030419333,"about_ca_topic_score_gemma":0.0063023195,"teacher_disagreement_score":0.5339252,"about_ca_system_score_codex":0.00022141285,"about_ca_system_score_gemma":0.000052777992,"threshold_uncertainty_score":0.99999547},"labels":[],"label_agreement":null},{"id":"W2736165158","doi":"10.1680/jgein.17.00019","title":"Probabilistic assessment of reinforced soil wall performance using response surface method","year":2017,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Monte Carlo method; Geosynthetics; Probabilistic logic; Computer simulation; Numerical analysis; Quadratic function; Reinforcement; Polynomial; Structural engineering; Mechanically stabilized earth; Mathematics; Mathematical optimization; Computer science; Quadratic equation; Engineering; Geotechnical engineering; Statistics; Mathematical analysis; Geometry","score_opus":0.02203006290310561,"score_gpt":0.30087623883404563,"score_spread":0.27884617593094,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2736165158","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8790801,0.000007036472,0.1179436,0.00009223068,0.0004870987,0.00008228164,0.000014840876,0.00010434577,0.0021884444],"genre_scores_gemma":[0.9842899,0.000021364482,0.015397719,0.000003903204,0.000026073225,0.0000040452596,0.0000068020818,0.000022084132,0.00022811943],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991587,0.00002327448,0.00027220187,0.00012514504,0.00027219433,0.00014852913],"domain_scores_gemma":[0.9992291,0.00009430499,0.00009091711,0.00040256567,0.00014130786,0.00004184642],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005924687,0.000115219504,0.0001414544,0.00005501149,0.00009155648,0.000052177635,0.0003805351,0.00008042949,0.000048887814],"category_scores_gemma":[0.00036631644,0.00011974997,0.000053115444,0.000033475604,0.000052071333,0.00012234267,0.00007389436,0.00014280398,0.0000034382808],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017616505,0.000008799818,0.00016098627,0.00004546493,0.000019177034,6.9562384e-7,0.00004193342,0.98142767,0.01594999,0.0015481843,0.0000056431845,0.00077383424],"study_design_scores_gemma":[0.00017019332,0.000023137516,0.0072192093,0.00007121045,0.00001168918,0.0000062575127,0.000006262319,0.9864652,0.0052340785,0.00010423005,0.0005650576,0.00012345724],"about_ca_topic_score_codex":0.000025384526,"about_ca_topic_score_gemma":0.0000028826885,"teacher_disagreement_score":0.10520977,"about_ca_system_score_codex":0.00013573784,"about_ca_system_score_gemma":0.00003712035,"threshold_uncertainty_score":0.48832622},"labels":[],"label_agreement":null},{"id":"W2738339290","doi":"10.1139/cgj-2017-0027","title":"Investigating performance of micropiled raft in foundation of power transmission line towers in cohesive soil: experimental and numerical study","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Finite element method; Parametric statistics; Geology; Transmission tower; Structural engineering; Engineering; Tower; Mathematics","score_opus":0.010333940280526146,"score_gpt":0.23049929353550222,"score_spread":0.22016535325497608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2738339290","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969236,0.00015212448,0.0025641266,0.00007170627,0.000056757443,0.00017181972,0.0000015370074,0.000016199616,0.00004211796],"genre_scores_gemma":[0.9996323,0.000030210607,0.00029510682,0.000006828803,0.000010384122,0.000005783606,0.0000014443467,0.000015889682,0.0000020487153],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99904066,0.000026643967,0.00046259898,0.00011549464,0.00013631454,0.00021825774],"domain_scores_gemma":[0.99946636,0.00002883978,0.00008519636,0.00016031058,0.000037426493,0.00022189581],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003288041,0.00011543941,0.00025164327,0.0002276663,0.000075201715,0.00002893963,0.00018001489,0.00012357536,0.0000179238],"category_scores_gemma":[0.00014979692,0.000117375916,0.000032229163,0.00012271527,0.00008658586,0.00015682669,0.000018858906,0.0004146618,3.900326e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019302972,0.000086818174,0.027417326,0.000053201053,0.0000121094035,0.000020164678,0.00076002534,0.91761816,0.044343136,0.000016558535,0.0000069208886,0.009646262],"study_design_scores_gemma":[0.0013555798,0.00041446093,0.2666148,0.0003596369,0.0000087260205,0.000030120407,0.00030224372,0.7215678,0.009006283,0.00003343148,0.00009479168,0.00021211254],"about_ca_topic_score_codex":0.003015101,"about_ca_topic_score_gemma":0.0004503703,"teacher_disagreement_score":0.23919748,"about_ca_system_score_codex":0.00017487707,"about_ca_system_score_gemma":0.000090158836,"threshold_uncertainty_score":0.4786451},"labels":[],"label_agreement":null},{"id":"W2740829767","doi":"","title":"SKB's Äspö Pillar Stability Experiment, Sweden","year":2004,"lang":"en","type":"article","venue":"Gulf Rocks 2004, the 6th North America Rock Mechanics Symposium (NARMS)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Stability (learning theory); Pillar; Geology; Computer science; Engineering; Structural engineering","score_opus":0.008769103457789902,"score_gpt":0.19845006902418258,"score_spread":0.1896809655663927,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2740829767","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0054050568,0.0014400835,0.98838776,0.0004941164,0.0009659337,0.00077723915,0.000059826347,0.0016105146,0.00085944455],"genre_scores_gemma":[0.9978492,0.000979649,0.00011110499,0.00022941429,0.00024339439,0.00021966813,0.00009880387,0.00017192391,0.000096799035],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9966514,0.000081495346,0.0007965524,0.00070627854,0.00070888374,0.0010553997],"domain_scores_gemma":[0.9977929,0.000116096446,0.00015463443,0.0013774448,0.00017451572,0.0003844325],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026932848,0.00070779613,0.0006255377,0.0001441112,0.00046635373,0.000114122544,0.00090145983,0.00027611665,0.0001428352],"category_scores_gemma":[0.00012260034,0.00060054153,0.00030454964,0.0009238035,0.000032794636,0.00026710512,0.00024930786,0.00069830613,0.0002692108],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020457377,0.00011211616,0.000032791646,0.00007696062,0.000076055956,0.000007160041,0.00087383896,0.9914315,0.0062226816,0.000008724817,0.00034817762,0.00078953797],"study_design_scores_gemma":[0.0019381045,0.0006444518,0.000005101647,0.00015444773,0.00023055026,0.000075863834,0.0010658454,0.89766556,0.02151494,0.002132773,0.0722875,0.0022848626],"about_ca_topic_score_codex":0.00017118489,"about_ca_topic_score_gemma":0.00009155092,"teacher_disagreement_score":0.99244416,"about_ca_system_score_codex":0.0005899766,"about_ca_system_score_gemma":0.000105128594,"threshold_uncertainty_score":0.9996446},"labels":[],"label_agreement":null},{"id":"W2746750753","doi":"10.1139/cgj-2017-0271","title":"Experimental simulation and mathematical modelling of clogging in stone column","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Australian Research Council","keywords":"Clogging; Consolidation (business); Permeability (electromagnetism); Geotechnical engineering; Compressibility; Void ratio; Geology; Mechanics; Chemistry; Membrane","score_opus":0.026508754896189556,"score_gpt":0.24586570420392495,"score_spread":0.2193569493077354,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2746750753","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7074769,0.00027279116,0.29155493,0.00009018231,0.00008769947,0.00009676055,0.0000033397093,0.00005180546,0.00036559653],"genre_scores_gemma":[0.9990198,0.000019914924,0.0008920439,0.000007278792,0.00003358308,0.0000031187972,7.0892264e-7,0.000018285518,0.0000052427977],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992581,0.000009903299,0.00029154538,0.0000891948,0.00011310547,0.00023816871],"domain_scores_gemma":[0.99944395,0.000040932027,0.00004354544,0.00018416921,0.000026179914,0.00026122353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025862965,0.000093783616,0.00017927532,0.0001490909,0.00013389163,0.00007062747,0.00015604687,0.00014519105,0.000022166656],"category_scores_gemma":[0.000115058836,0.00010231684,0.00003479482,0.00004819785,0.00007255099,0.00014523121,0.00002033659,0.00033850275,0.0000016662124],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000018756931,0.0000072396374,0.00005990416,0.000017134289,0.000003988624,0.000012948789,0.000060697497,0.99778926,0.00042705738,0.00055169227,0.0000056977656,0.0010624978],"study_design_scores_gemma":[0.00021715011,0.000020372077,0.0011488778,0.000093057366,0.000004306424,0.000032487736,0.000030234847,0.9966318,0.00023117542,0.0013711762,0.00011430023,0.00010504851],"about_ca_topic_score_codex":0.0008881836,"about_ca_topic_score_gemma":0.00029601078,"teacher_disagreement_score":0.29154292,"about_ca_system_score_codex":0.00015969518,"about_ca_system_score_gemma":0.000032824144,"threshold_uncertainty_score":0.41723594},"labels":[],"label_agreement":null},{"id":"W2747618911","doi":"10.2174/1874149501711010748","title":"Design of Direct Embedment Foundations for Poles Under Moment Loads in Granular Soils","year":2017,"lang":"en","type":"article","venue":"The Open Civil Engineering Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"Centre for Energy Advancement through Technological Innovation","keywords":"Embedment; Moment (physics); Geotechnical engineering; Foundation (evidence); Engineering; Structural engineering; Physics; Classical mechanics","score_opus":0.036159048026456614,"score_gpt":0.27344046228422547,"score_spread":0.23728141425776886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2747618911","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009976452,0.00028077583,0.9877152,0.00027352947,0.00047033536,0.00051653886,0.0000059693716,0.00006884337,0.00069234613],"genre_scores_gemma":[0.9962597,0.00016704896,0.0033093104,0.000005686249,0.000067819805,0.00008017454,0.0000026781684,0.000043392374,0.00006418715],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990653,0.000019640487,0.00035925556,0.00010839708,0.0001654828,0.0002819374],"domain_scores_gemma":[0.9992903,0.00012258066,0.000082023726,0.00038233,0.000051994954,0.00007075404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000960442,0.0001633474,0.00025363074,0.00010352108,0.00021459589,0.00028874024,0.00078173255,0.00006521342,0.000021502929],"category_scores_gemma":[0.00011593072,0.00013284301,0.000070897106,0.00008627807,0.000028490076,0.0002600859,0.000088921275,0.00022722907,0.0000017377718],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008157771,0.00002329356,0.000015702544,0.000041525505,0.000035714947,0.0000010979772,0.00013133977,0.9945774,0.003105534,0.0009607227,0.00011183075,0.0009876451],"study_design_scores_gemma":[0.0007194012,0.000057236663,0.0023626394,0.00021152469,0.00002988473,0.000013788774,0.000031031293,0.99259776,0.001702622,0.0010001751,0.0010693738,0.0002045809],"about_ca_topic_score_codex":0.00003078232,"about_ca_topic_score_gemma":0.000033903434,"teacher_disagreement_score":0.98628324,"about_ca_system_score_codex":0.00013614811,"about_ca_system_score_gemma":0.000031582942,"threshold_uncertainty_score":0.54171807},"labels":[],"label_agreement":null},{"id":"W2750160563","doi":"10.1139/cgj-2017-0048","title":"Laboratory pullout resistance of a new screw soil nail in residual soil","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soil nailing; Geotechnical engineering; Nail (fastener); Direct shear test; Shear (geology); Residual; Shear strength (soil); Engineering; Structural engineering; Geology; Materials science; Soil water; Composite material; Computer science; Soil science","score_opus":0.010199075186732813,"score_gpt":0.20732345220978463,"score_spread":0.1971243770230518,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2750160563","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9584944,0.005479688,0.016454976,0.0064011407,0.0017787562,0.0005164347,0.00015186044,0.00064484595,0.010077892],"genre_scores_gemma":[0.9987948,0.00022504451,0.00032847104,0.00004704237,0.00020506575,0.0000044423477,0.000002920595,0.00004358028,0.00034861924],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99847406,0.000026609125,0.00050999376,0.00017924585,0.00026433545,0.0005457542],"domain_scores_gemma":[0.99840856,0.00003402991,0.00010310566,0.00058946526,0.00010309055,0.000761767],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005231718,0.00019036945,0.00031583538,0.00028820953,0.00019707548,0.00012663566,0.00065545447,0.0003301092,0.000070950104],"category_scores_gemma":[0.0007522192,0.00020689888,0.00008209924,0.00021822074,0.000112609676,0.00022098576,0.0000336586,0.000905796,0.000015159128],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020558851,0.00001908089,0.0003868383,0.0001010927,0.000031360865,0.00025631575,0.00011865325,0.9708047,0.0020827556,0.001101612,0.017657049,0.007420003],"study_design_scores_gemma":[0.0073285275,0.00037861115,0.20367996,0.0041719778,0.00017383638,0.00032923004,0.0002681967,0.28157434,0.011923515,0.015120144,0.4711723,0.0038793497],"about_ca_topic_score_codex":0.007746323,"about_ca_topic_score_gemma":0.08285626,"teacher_disagreement_score":0.6892303,"about_ca_system_score_codex":0.00038606083,"about_ca_system_score_gemma":0.00072221714,"threshold_uncertainty_score":0.9988612},"labels":[],"label_agreement":null},{"id":"W2750913741","doi":"10.1061/9780784481028.011","title":"Permafrost-Supported Linear Infrastructure Risk Analysis Software: Design and Goals","year":2017,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Center for Northern Studies","funders":"","keywords":"Permafrost; Computer science; Software; Risk analysis (engineering); Geology; Business; Operating system; Oceanography","score_opus":0.007421931326638672,"score_gpt":0.21304623109551968,"score_spread":0.205624299768881,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2750913741","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14711945,0.00008975958,0.85182446,0.000019902029,0.000071291826,0.00009171089,0.000029631894,0.0005652367,0.0001885471],"genre_scores_gemma":[0.9755898,0.00021937775,0.023997197,0.0000088529905,0.000029972362,0.000007660713,0.000026323673,0.000021950313,0.00009884362],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99940866,0.000013495623,0.00015366264,0.00015530096,0.00009825819,0.00017062256],"domain_scores_gemma":[0.99935037,0.000051245985,0.000035780435,0.00043130483,0.000034926004,0.00009637489],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014766815,0.0001357809,0.00019627379,0.00008729626,0.00017122454,0.00009004148,0.00014653729,0.00013134278,0.000118014155],"category_scores_gemma":[0.00027830538,0.00011980619,0.000059726874,0.00012797485,0.000038901573,0.00012738089,0.0000372778,0.00016093574,0.00000849361],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000016020352,0.0000026505993,0.014054019,0.000013393078,0.0001347153,0.0000014543028,0.000041138916,0.9788028,0.00027694754,0.000024388626,0.00019046123,0.0064564464],"study_design_scores_gemma":[0.00012700153,0.000011123072,0.1883953,0.0000028260338,0.00017207666,0.0000012637108,0.0000052937926,0.8098939,0.00038633976,0.00017253868,0.0006910307,0.0001412685],"about_ca_topic_score_codex":0.000036231562,"about_ca_topic_score_gemma":0.000011231317,"teacher_disagreement_score":0.82847035,"about_ca_system_score_codex":0.000016978485,"about_ca_system_score_gemma":0.000006042682,"threshold_uncertainty_score":0.48855546},"labels":[],"label_agreement":null},{"id":"W2754745560","doi":"10.1139/cgj-2017-0087","title":"Analysis of passive earth pressure modification due to seepage flow effects","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Geotechnical engineering; Friction angle; Mechanics; Flow (mathematics); Parametric statistics; Anisotropy; Geology; Instability; Retaining wall; Materials science; Mathematics; Physics","score_opus":0.007030076305664066,"score_gpt":0.20802007018959015,"score_spread":0.20098999388392608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2754745560","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26589912,0.00046241266,0.7289213,0.00161525,0.0008788466,0.00063009816,0.00018517653,0.00040571069,0.0010020891],"genre_scores_gemma":[0.9990864,0.000026736618,0.0006596154,0.000046154426,0.00007904511,0.000013896782,0.000011183675,0.000025128575,0.000051880343],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989252,0.000024951216,0.00031131247,0.00016468899,0.00021530602,0.00035855747],"domain_scores_gemma":[0.9983735,0.00006518358,0.000078647216,0.0006220604,0.00013001659,0.0007305637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023190746,0.0001531987,0.00035647937,0.0005155814,0.00024378902,0.0001224827,0.00048750645,0.00022641309,0.000048710768],"category_scores_gemma":[0.0007339081,0.00015511306,0.00017910848,0.00038415127,0.000044777888,0.00013281062,0.000027453396,0.00042343402,0.000012508078],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000023865848,0.000006448154,0.000072781586,0.000028779607,0.0002406264,0.000033505552,0.000035705587,0.9817678,0.00092584314,0.0001440889,0.00032601188,0.016416073],"study_design_scores_gemma":[0.00013676794,0.000038995437,0.09183903,0.00004987143,0.00035999902,0.000018540284,0.000003834828,0.89958847,0.00054950593,0.0000753545,0.007154318,0.000185347],"about_ca_topic_score_codex":0.0022903073,"about_ca_topic_score_gemma":0.003579259,"teacher_disagreement_score":0.73318726,"about_ca_system_score_codex":0.00010173553,"about_ca_system_score_gemma":0.000076688746,"threshold_uncertainty_score":0.6325327},"labels":[],"label_agreement":null},{"id":"W2755181862","doi":"10.1139/cgj-2017-0155","title":"Field study on axial bearing capacity and load transfer characteristic of waveform micropile","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Waveform; Geotechnical engineering; Settlement (finance); Pile; Bearing capacity; Engineering; Strain gauge; Bearing (navigation); Structural engineering; Computer science; Electrical engineering; Voltage","score_opus":0.01524135767744055,"score_gpt":0.20590223844116515,"score_spread":0.1906608807637246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2755181862","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937105,0.000027798418,0.005162174,0.00018998497,0.0002767471,0.0001417109,0.000014785555,0.000056424014,0.00041983245],"genre_scores_gemma":[0.9997713,0.000029487424,0.000031048843,0.00002833418,0.00010223217,0.000004259526,8.1107163e-7,0.000020211777,0.000012321041],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9991296,0.00001163624,0.00027603106,0.00012527729,0.00016722085,0.0002902702],"domain_scores_gemma":[0.999198,0.000035472887,0.000028008577,0.00030898143,0.000055886805,0.0003736443],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026057093,0.00013843802,0.00022205508,0.00010271732,0.00025038782,0.00009898055,0.00025663397,0.00016685002,0.00003127789],"category_scores_gemma":[0.00025039827,0.00013183946,0.000058879803,0.000041390176,0.00005704814,0.00009658453,0.000017233027,0.00063301245,0.0000037058498],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00050268864,0.0010899059,0.028474746,0.001186153,0.0010917475,0.0014058152,0.006188132,0.4487476,0.097137794,0.0047584213,0.0024600553,0.40695694],"study_design_scores_gemma":[0.0034610082,0.0029622198,0.8280891,0.00070076325,0.00018902421,0.00053867867,0.0002792437,0.14239377,0.0077883326,0.0009336286,0.011144381,0.0015198532],"about_ca_topic_score_codex":0.004325057,"about_ca_topic_score_gemma":0.0032949636,"teacher_disagreement_score":0.79961437,"about_ca_system_score_codex":0.00018074899,"about_ca_system_score_gemma":0.000066455555,"threshold_uncertainty_score":0.65382206},"labels":[],"label_agreement":null},{"id":"W2765941056","doi":"10.1139/cgj-2017-0036","title":"Geosynthetic reinforced column supported embankments and the role of ground improvement installation effects","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University; Golder Associates (Canada)","funders":"Monash University","keywords":"Serviceability (structure); Levee; Geotechnical engineering; Engineering; Geosynthetics; Structural engineering; Finite element method; Cracking; Civil engineering; Geology; Materials science","score_opus":0.003399014820919344,"score_gpt":0.17737690158414704,"score_spread":0.1739778867632277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765941056","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98851556,0.0003912456,0.007444103,0.00061737833,0.00043167872,0.0006383829,0.000012653924,0.00012651707,0.0018224923],"genre_scores_gemma":[0.99969363,0.00011073906,0.000040406198,0.000040531486,0.00004386312,0.000012487354,0.0000036199733,0.000020071664,0.000034651363],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990979,0.00001985524,0.00031482763,0.00009828059,0.00018019477,0.0002889555],"domain_scores_gemma":[0.99911624,0.00006093467,0.000101497564,0.00034663046,0.00007445551,0.00030024146],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042864785,0.00012675319,0.0002045957,0.000094263865,0.00034833656,0.00015249656,0.00028412085,0.00019969986,0.000019574612],"category_scores_gemma":[0.00039310957,0.00010259089,0.00006126014,0.00006700726,0.00017436144,0.00011315238,0.000036887162,0.00047008588,0.0000023236921],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056025016,0.000012315709,0.00024159029,0.00016259484,0.00018234027,0.00003449488,0.00025032953,0.824298,0.016617943,0.010597756,0.00022938689,0.14731719],"study_design_scores_gemma":[0.0015998709,0.0001083982,0.015594897,0.000120893405,0.000062581064,0.00008085214,0.00003983771,0.9727781,0.0014629108,0.0028348144,0.005084777,0.0002320953],"about_ca_topic_score_codex":0.005253061,"about_ca_topic_score_gemma":0.0011116972,"teacher_disagreement_score":0.14848004,"about_ca_system_score_codex":0.00015107649,"about_ca_system_score_gemma":0.00007622193,"threshold_uncertainty_score":0.7941092},"labels":[],"label_agreement":null},{"id":"W2766709081","doi":"10.1139/cgj-2016-0518","title":"Geometrical effects on the load transfer mechanism of pile groups: three-dimensional numerical analysis","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Pile; Bending moment; Structural engineering; Pile cap; Geotechnical engineering; Dynamic load testing; Stiffness; Group effect; Engineering","score_opus":0.009508252898973684,"score_gpt":0.19559937234272565,"score_spread":0.18609111944375195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2766709081","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36127096,0.00035332888,0.63312864,0.002793515,0.0008792275,0.00043247317,0.000055313827,0.0002760393,0.0008105199],"genre_scores_gemma":[0.9994971,0.000022441049,0.00013254938,0.00013638972,0.00014532963,0.000014442307,0.000003895903,0.0000350653,0.000012777432],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981878,0.000044793378,0.00042769287,0.0002159752,0.0005902989,0.0005334711],"domain_scores_gemma":[0.9981443,0.00032740226,0.000054578926,0.0006916848,0.00013113093,0.0006508602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006736432,0.00023961857,0.0004377656,0.0004464874,0.00047331754,0.00012229852,0.00075038814,0.0003148064,0.0001976817],"category_scores_gemma":[0.0008142015,0.00017764232,0.00039992042,0.0006696895,0.000103248305,0.00009853787,0.000032610787,0.001051134,0.000026314876],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015158441,0.00003586399,0.00011348534,0.00002601846,0.00039955106,0.000088812136,0.000017507913,0.9785228,0.000505502,0.010865289,0.0007022787,0.008707747],"study_design_scores_gemma":[0.0005067078,0.00024628823,0.021154443,0.00009030364,0.00036551035,0.000068637375,0.0000048898005,0.97002673,0.001106291,0.00400921,0.0020102288,0.0004107793],"about_ca_topic_score_codex":0.0022132455,"about_ca_topic_score_gemma":0.0018135326,"teacher_disagreement_score":0.63822615,"about_ca_system_score_codex":0.00038980815,"about_ca_system_score_gemma":0.0001542749,"threshold_uncertainty_score":0.72440434},"labels":[],"label_agreement":null},{"id":"W2767726542","doi":"10.1139/cgj-2017-0446","title":"Use of tire-derived aggregate in tunnel cut-and-cover","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bending moment; Geotechnical engineering; Settlement (finance); Aggregate (composite); Cover (algebra); Structural engineering; Bending; Moment (physics); Engineering; Geology; Materials science; Computer science; Composite material; Physics; Mechanical engineering","score_opus":0.020418285572317306,"score_gpt":0.20907487317823686,"score_spread":0.18865658760591955,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2767726542","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942143,0.00029051205,0.003975331,0.0005946066,0.0003168771,0.00012933844,0.000019756246,0.0001033511,0.00035591744],"genre_scores_gemma":[0.9993089,0.00035035278,0.0001884415,0.000034046232,0.000045256977,0.0000032728015,0.0000015901613,0.000027134578,0.000041024243],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99908644,0.000014523488,0.0003125125,0.0001173468,0.00012239699,0.000346754],"domain_scores_gemma":[0.9990935,0.000039980416,0.00006218377,0.0003314389,0.000046309735,0.00042662298],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020845143,0.00013294253,0.00022276814,0.00020562897,0.00012814299,0.00013045393,0.00026293338,0.0002104523,0.00003655296],"category_scores_gemma":[0.00048606494,0.00013511571,0.00005992069,0.00008023439,0.00010160822,0.00026729822,0.00003211027,0.00053876627,0.0000075540943],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008291118,0.000013001021,0.0011010113,0.00004915245,0.000027600474,0.00015144264,0.00006319814,0.9537123,0.0037305355,0.0004146654,0.00068358553,0.04004524],"study_design_scores_gemma":[0.0006262688,0.000059181773,0.12689614,0.00034355192,0.000022370174,0.00020878225,0.000012734228,0.85088235,0.0007377779,0.0006663275,0.019105317,0.00043917826],"about_ca_topic_score_codex":0.0061284536,"about_ca_topic_score_gemma":0.006211781,"teacher_disagreement_score":0.12579514,"about_ca_system_score_codex":0.0001583088,"about_ca_system_score_gemma":0.00008087806,"threshold_uncertainty_score":0.926443},"labels":[],"label_agreement":null},{"id":"W2768569343","doi":"10.1680/jgein.17.00040","title":"Deterministic and random FEM analysis of full-scale unreinforced and reinforced embankments","year":2017,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Geogrid; Geotechnical engineering; Finite element method; Geosynthetics; Levee; Bearing capacity; Structural engineering; Lift (data mining); Engineering; Geology; Reinforcement; Computer science","score_opus":0.006944356085397092,"score_gpt":0.22673552987918824,"score_spread":0.21979117379379115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2768569343","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95775396,0.000033315904,0.03790435,0.000038967282,0.0002616419,0.000072133,0.000039801016,0.00007059869,0.0038252375],"genre_scores_gemma":[0.9993232,0.0001122328,0.0003127822,0.0000045903366,0.00001684342,0.0000059158847,0.000022037524,0.000010120027,0.00019228447],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99941397,0.0000043542564,0.00021977404,0.00010895862,0.00015225932,0.00010069747],"domain_scores_gemma":[0.9995514,0.000050803188,0.000064250446,0.00022965978,0.000052080526,0.000051760886],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011529661,0.00009596791,0.00018647812,0.00014807456,0.00006949419,0.00006852995,0.00016181634,0.00006489584,0.000036312398],"category_scores_gemma":[0.00016680348,0.000097100994,0.000051214356,0.000047214206,0.000081648635,0.00007578151,0.00006799675,0.00006528833,0.0000013823043],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044265616,0.000008050409,0.0010307112,0.00005969215,0.0004964965,0.0000022939737,0.00033803534,0.9781921,0.007889855,0.002875215,0.000013031242,0.009050281],"study_design_scores_gemma":[0.00046051573,0.000016473288,0.014800358,0.000022698305,0.000157922,0.000004144023,0.000018475414,0.9836366,0.0004551912,0.00008892772,0.00023672509,0.00010193298],"about_ca_topic_score_codex":0.00001288999,"about_ca_topic_score_gemma":0.000017679306,"teacher_disagreement_score":0.041569237,"about_ca_system_score_codex":0.000016921316,"about_ca_system_score_gemma":0.0000037158122,"threshold_uncertainty_score":0.39596635},"labels":[],"label_agreement":null},{"id":"W2772379793","doi":"10.2749/222137817822208681","title":"Soil Structure Interaction and Performance Based Design for the Port Mann Cable Stayed Bridge","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Port (circuit theory); Metre; Span (engineering); Deck; Seismic analysis; Engineering; Structural engineering; Geotechnical engineering; Civil engineering; Geology; Electrical engineering","score_opus":0.02400825400553667,"score_gpt":0.24247031091871568,"score_spread":0.21846205691317902,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2772379793","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44795936,0.00004929276,0.5507796,0.00007829711,0.00041989333,0.00023736252,0.0000047489193,0.0001736628,0.0002977828],"genre_scores_gemma":[0.99915344,0.000023929533,0.0005412025,0.0000067300402,0.000059349644,0.000027515736,0.000012857074,0.000018833183,0.00015615781],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99955815,0.000002867752,0.00013835203,0.0001061095,0.000077491226,0.00011701362],"domain_scores_gemma":[0.9994903,0.000041312764,0.000051761315,0.00034795082,0.000039242685,0.000029440584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019702822,0.000081868886,0.00008496281,0.00001757747,0.00019346178,0.000067907116,0.00007685478,0.000056951634,0.00000776479],"category_scores_gemma":[0.00011845227,0.00006307995,0.000023406246,0.000019821298,0.00001832787,0.00012300938,0.000011503967,0.000093110844,5.9617133e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008037327,0.0000023064845,0.0008377742,0.000065751185,0.000011434821,0.000005398637,0.000016713258,0.99334353,0.00045772977,0.00000492151,0.00035111603,0.0048952657],"study_design_scores_gemma":[0.000116023715,0.000021813148,0.0601953,0.00001699986,0.000015710995,0.000059496124,0.0000048622283,0.9333976,0.0024670507,0.000021429018,0.0036019888,0.000081751554],"about_ca_topic_score_codex":0.00004288369,"about_ca_topic_score_gemma":0.000010494085,"teacher_disagreement_score":0.5511941,"about_ca_system_score_codex":0.000029138651,"about_ca_system_score_gemma":0.000015670428,"threshold_uncertainty_score":0.25723255},"labels":[],"label_agreement":null},{"id":"W2772577147","doi":"10.1186/s40703-017-0065-8","title":"An earth pressure coefficient based on the geomechanical and geometric parameters of backfill in a mine stope","year":2017,"lang":"en","type":"article","venue":"International Journal of Geo-Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Chicoutimi","funders":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Excavation; Geotechnical engineering; Lateral earth pressure; Pressure coefficient; Geology; Mining engineering; Stoping; Function (biology); Stress (linguistics); Engineering","score_opus":0.009960419820477729,"score_gpt":0.22052748596634386,"score_spread":0.21056706614586612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2772577147","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92558795,0.00017485656,0.0731874,0.00025759696,0.0005988547,0.00009137219,0.000013518747,0.000031312728,0.0000571139],"genre_scores_gemma":[0.99860823,0.000046932473,0.0012367291,0.00001529624,0.00006346478,0.0000033265405,0.0000019358322,0.000020024714,0.0000040605237],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898136,0.000013370604,0.00037112553,0.00009845886,0.00038703796,0.00014866515],"domain_scores_gemma":[0.999222,0.00020688649,0.00012260875,0.00023839046,0.00013286342,0.00007725614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004892473,0.00012944409,0.00020096118,0.00039527199,0.000024762388,0.00008178318,0.00049113453,0.00007559517,0.000014018889],"category_scores_gemma":[0.0005921715,0.000102897524,0.000064844,0.00012544046,0.000024015368,0.00016014447,0.00003412786,0.00031470702,7.434837e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021280252,0.000047306243,0.00039742643,0.000026377264,0.00004047677,0.000012905222,0.000026006193,0.9943233,0.0024252834,0.00023166442,0.000011257209,0.0024367017],"study_design_scores_gemma":[0.0004569198,0.00013230529,0.024057576,0.00017871486,0.000012856132,0.000016419352,0.0000092693745,0.9728147,0.001566572,0.000011791047,0.0006419196,0.000100989615],"about_ca_topic_score_codex":0.000020291816,"about_ca_topic_score_gemma":0.000003735608,"teacher_disagreement_score":0.073020265,"about_ca_system_score_codex":0.000035035097,"about_ca_system_score_gemma":0.000013770415,"threshold_uncertainty_score":0.4196039},"labels":[],"label_agreement":null},{"id":"W2775290891","doi":"10.1139/cgj-2017-0237","title":"Accuracy assessment of default and modified Federal Highway Administration (FHWA) simplified models for estimation of facing tensile forces of soil nail walls","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Federal Highway Administration; National Natural Science Foundation of China","keywords":"Ultimate tensile strength; Structural engineering; Nail (fastener); Geotechnical engineering; Mathematics; Engineering; Materials science; Composite material","score_opus":0.02377464837529517,"score_gpt":0.270339972358082,"score_spread":0.24656532398278683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2775290891","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4306291,0.00005873685,0.5685772,0.00013142588,0.00009788221,0.00022266597,0.000058293008,0.000038709033,0.0001859796],"genre_scores_gemma":[0.99674845,0.000049818787,0.0031090959,0.000006634961,0.000026703288,0.000012586686,0.000017278831,0.000021382546,0.000008044128],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988369,0.0000137422185,0.00058289117,0.0001275616,0.00019246401,0.00024644387],"domain_scores_gemma":[0.99887633,0.0001280961,0.00027326017,0.0002683536,0.00021381362,0.00024013226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036003624,0.00014312725,0.00033446672,0.00014871635,0.00019937441,0.000072732335,0.00021559162,0.00021285577,0.0000037227767],"category_scores_gemma":[0.00043620847,0.00014325856,0.00009595575,0.00005458947,0.00008572058,0.00030227427,0.000020135747,0.00023550513,8.274881e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009538721,0.00001052194,0.000030075174,0.0001655542,0.000025601548,0.0000012918983,0.000027138916,0.98412687,0.004577393,0.0019147388,0.000037223483,0.00907408],"study_design_scores_gemma":[0.00043924988,0.00012951756,0.0037819538,0.00013665957,0.000028528688,0.00001727019,0.000022979819,0.98717475,0.00497919,0.003127762,0.000028851542,0.0001332832],"about_ca_topic_score_codex":0.0013303836,"about_ca_topic_score_gemma":0.0010724356,"teacher_disagreement_score":0.5661194,"about_ca_system_score_codex":0.00011204819,"about_ca_system_score_gemma":0.00023911154,"threshold_uncertainty_score":0.58419144},"labels":[],"label_agreement":null},{"id":"W2782558778","doi":"10.1016/j.geotexmem.2011.10.001","title":"Geotextiles and geomembranes: Best papers in 2010","year":2011,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Geotextile; Forensic engineering; Geotechnical engineering; Engineering; Civil engineering; Environmental science","score_opus":0.010941998224366336,"score_gpt":0.16483049369688102,"score_spread":0.15388849547251468,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2782558778","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98953646,0.002956278,0.000023350533,0.00006312928,0.00029769828,0.00022850685,0.000017574475,0.00039715975,0.0064798133],"genre_scores_gemma":[0.995384,0.0039666244,0.000015911144,0.000036152134,0.00005849267,0.000037900132,0.000015895223,0.000054232456,0.00043081483],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99860424,0.000019081,0.00035768788,0.00037071834,0.00015091024,0.0004973399],"domain_scores_gemma":[0.9994062,0.000076527154,0.000030540672,0.0002746558,0.000025395031,0.00018663792],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00017546689,0.0003370522,0.00036657997,0.00022848725,0.00008908763,0.000054009393,0.00014333427,0.00025151722,0.00018951259],"category_scores_gemma":[0.00004151936,0.00032357156,0.000054166332,0.00026466494,0.0001389642,0.00018481482,0.00006663839,0.0002744921,0.00003001651],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019499825,0.000064274354,0.0001767886,0.0005988574,0.00003310472,0.000032473185,0.0016247707,0.9452195,0.00185441,0.00075968576,0.000046535388,0.04957009],"study_design_scores_gemma":[0.0018311882,0.000238163,0.105760165,0.0003848035,0.00008321922,0.0001696649,0.0019130985,0.85932857,0.00012840265,0.001681216,0.026840247,0.0016412446],"about_ca_topic_score_codex":0.00040024196,"about_ca_topic_score_gemma":0.00024263888,"teacher_disagreement_score":0.10558338,"about_ca_system_score_codex":0.00001841316,"about_ca_system_score_gemma":0.000009692373,"threshold_uncertainty_score":0.9999216},"labels":[],"label_agreement":null},{"id":"W2783797474","doi":"10.1139/cgj-2017-0412","title":"New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":189,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Booster (rocketry); Geotechnical engineering; Engineering; Drainage; Land reclamation","score_opus":0.007865752380468641,"score_gpt":0.19322794928825432,"score_spread":0.1853621969077857,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2783797474","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06791806,0.00005320823,0.925036,0.00056465645,0.00027911403,0.00043852074,0.000015586433,0.00034383027,0.0053509963],"genre_scores_gemma":[0.99067485,0.000007996136,0.008688874,0.00012795876,0.00028788106,0.00001065548,0.00001026115,0.00006664418,0.00012485497],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99823415,0.000024054201,0.00047319537,0.0002835117,0.00029356792,0.0006915112],"domain_scores_gemma":[0.9978162,0.00003750842,0.000032860138,0.00042499223,0.0001628257,0.001525601],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002539812,0.00025384608,0.0003203817,0.00030038226,0.00010492681,0.00008465455,0.0004468097,0.00029118604,0.00022590041],"category_scores_gemma":[0.00014398617,0.00022385092,0.000079428115,0.00060895423,0.00008294774,0.00014378683,0.000061831,0.0007041214,0.000036953024],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014569938,0.00009508579,0.00022019763,0.00015874018,0.0002720011,0.00007604564,0.00041554327,0.8998732,0.028137103,0.0016818526,0.008413305,0.060511257],"study_design_scores_gemma":[0.0013945294,0.0012337812,0.0066886963,0.00019050816,0.0001427997,0.00052829116,0.00006135073,0.96123177,0.007904421,0.00058706955,0.01904439,0.0009923996],"about_ca_topic_score_codex":0.001513426,"about_ca_topic_score_gemma":0.0014258692,"teacher_disagreement_score":0.9227568,"about_ca_system_score_codex":0.00036081352,"about_ca_system_score_gemma":0.00030208012,"threshold_uncertainty_score":0.91283756},"labels":[],"label_agreement":null},{"id":"W2783939844","doi":"10.1139/cgj-2017-0592","title":"Membrane effect of geosynthetic reinforcement subjected to localized sinkholes","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Program for Support of Top-notch Young Professionals; Shanghai Shuguang Program; National Natural Science Foundation of China; Royal Society","keywords":"Sinkhole; Geotechnical engineering; Subsoil; Settlement (finance); Deformation (meteorology); Geosynthetics; Reinforcement; Geology; Parametric statistics; Materials science; Structural engineering; Engineering; Composite material; Soil water; Computer science; Mathematics","score_opus":0.0043381015148371655,"score_gpt":0.19469388301170787,"score_spread":0.1903557814968707,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2783939844","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7926589,0.00017343517,0.20216879,0.0005457676,0.00096470956,0.00061681296,0.000022248989,0.0006394941,0.00220982],"genre_scores_gemma":[0.99944395,0.00002458012,0.00021692968,0.0000733312,0.00014769431,0.000010645018,0.000004778615,0.000040431787,0.000037653914],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99858314,0.000042015326,0.00045041626,0.0001466931,0.00025585238,0.0005218824],"domain_scores_gemma":[0.99860466,0.000078041514,0.00003607148,0.000299058,0.00013001003,0.0008521836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048462226,0.00020331751,0.00032519456,0.00037219498,0.000103191865,0.000038727005,0.0003042803,0.00021565935,0.00027197448],"category_scores_gemma":[0.0004146481,0.00018332797,0.000112733665,0.00052361103,0.00009655456,0.000059192666,0.000022993836,0.00038711223,0.00007161845],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030676973,0.0000052868586,0.000014719261,0.000060013157,0.000035969475,0.000019819523,0.000044175264,0.9735922,0.014569143,0.00015414882,0.00096989365,0.010503949],"study_design_scores_gemma":[0.0015897873,0.001994119,0.0010081067,0.0005666052,0.00012340916,0.0003773881,0.000021841819,0.785993,0.11366367,0.00016866597,0.09358859,0.00090481003],"about_ca_topic_score_codex":0.0014914848,"about_ca_topic_score_gemma":0.0013064797,"teacher_disagreement_score":0.20678504,"about_ca_system_score_codex":0.0003015776,"about_ca_system_score_gemma":0.00009605648,"threshold_uncertainty_score":0.74758977},"labels":[],"label_agreement":null},{"id":"W2784081231","doi":"10.1016/j.geotexmem.2016.07.007","title":"Geotextiles and geomembranes: Best papers in 2015","year":2016,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Geotextile; Environmental science; Geotechnical engineering; Forensic engineering; Engineering","score_opus":0.0036808237088338937,"score_gpt":0.17845847767489895,"score_spread":0.17477765396606507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2784081231","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99261,0.003797185,0.000057264315,0.000589596,0.00022376959,0.00022748687,0.00003356203,0.00042110198,0.0020400367],"genre_scores_gemma":[0.9925143,0.006610371,0.0000057061525,0.00003626107,0.00008271028,0.000036973845,0.000009308501,0.000051924624,0.0006524486],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99855965,0.000021320984,0.0003502045,0.00038313537,0.00017564007,0.000510043],"domain_scores_gemma":[0.9993024,0.00017836876,0.000029397403,0.00027027738,0.000028102924,0.00019144836],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00019076592,0.00032744,0.00036257796,0.00021196579,0.00007774687,0.00006112876,0.00013073951,0.00022582425,0.000120852965],"category_scores_gemma":[0.000073503594,0.00024829683,0.00005156976,0.0002287205,0.0001433349,0.0002052539,0.00006612915,0.00015595857,0.00003900244],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014960883,0.000033354867,0.00011170804,0.0004012804,0.000026109094,0.00001930263,0.00028882298,0.8642985,0.008345439,0.0006084933,0.00010125276,0.12575078],"study_design_scores_gemma":[0.00528655,0.0003739177,0.06357571,0.0014809221,0.00011168636,0.0002677501,0.0012872157,0.70475364,0.0002507219,0.002895249,0.2167928,0.0029238488],"about_ca_topic_score_codex":0.00009738629,"about_ca_topic_score_gemma":0.0001418121,"teacher_disagreement_score":0.21669155,"about_ca_system_score_codex":0.00003151499,"about_ca_system_score_gemma":0.000011352105,"threshold_uncertainty_score":0.9999969},"labels":[],"label_agreement":null},{"id":"W2784504638","doi":"10.1520/gtj20160271","title":"Development of a Large-Size Cyclic Direct Simple Shear Device for Characterization of Ground Materials with Oversized Particles","year":2018,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Direct shear test; Materials science; Characterization (materials science); Simple (philosophy); Shear (geology); Simple shear; Geology; Composite material; Nanotechnology","score_opus":0.023293193671267188,"score_gpt":0.24465493113030246,"score_spread":0.22136173745903526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2784504638","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8245422,0.000009853201,0.1749797,0.000012258982,0.00006624635,0.00015796522,0.000015754305,0.00018478694,0.00003120097],"genre_scores_gemma":[0.9544208,0.000004397835,0.045410234,0.000008388266,0.00009434154,0.000016030286,0.000010339585,0.000032710886,0.0000027492388],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99875134,0.000023161458,0.00060218107,0.00012589469,0.0002037371,0.00029368215],"domain_scores_gemma":[0.99903196,0.0002668487,0.00017781535,0.0001396866,0.0003011821,0.000082509636],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00068818,0.0001417608,0.00031176466,0.000060614228,0.00011822756,0.000028488574,0.00013096548,0.00010488885,0.000027225122],"category_scores_gemma":[0.0011391018,0.000121757184,0.000037034803,0.0003682807,0.00006416308,0.0001108732,0.000030833,0.00011721928,0.000001359252],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059270333,0.000052979496,0.0000764987,0.0001735837,0.00004086898,8.128177e-7,0.00014252649,0.02526206,0.9705889,0.00004775407,0.00000721344,0.0035474992],"study_design_scores_gemma":[0.0022557986,0.000620057,0.03262788,0.00078627066,0.000111680354,0.00006856323,0.00007403456,0.1686776,0.7908987,0.00036507237,0.002978433,0.0005359477],"about_ca_topic_score_codex":0.0000031802845,"about_ca_topic_score_gemma":0.0000018300486,"teacher_disagreement_score":0.17969027,"about_ca_system_score_codex":0.000043950782,"about_ca_system_score_gemma":0.00005232863,"threshold_uncertainty_score":0.4965114},"labels":[],"label_agreement":null},{"id":"W2788200595","doi":"10.1520/jte20160667","title":"Field Evaluation of Load-Bearing Capacity of Tire Fill Embankment Pavements","year":2018,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Scrap; Levee; Geotechnical engineering; Bearing capacity; Load bearing; Environmental science; Civil engineering; Engineering; Structural engineering; Mechanical engineering","score_opus":0.07835319319548043,"score_gpt":0.293933304865043,"score_spread":0.21558011166956256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2788200595","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963207,0.00020693865,0.0024260487,0.000019746298,0.00021208618,0.00009913503,7.6811983e-7,0.000014364598,0.00070021505],"genre_scores_gemma":[0.998294,0.000015490145,0.0015979334,0.000003339085,0.00007779313,0.000002199918,7.607283e-7,0.000006439911,0.0000020502916],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986953,0.000051057308,0.00041431584,0.000055226617,0.00070839806,0.000075665754],"domain_scores_gemma":[0.99813324,0.00013410857,0.00019764634,0.00008031979,0.0014233101,0.000031348256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0030176386,0.00006490377,0.00013838989,0.00007583824,0.000027333746,0.000008923571,0.000047484977,0.000053913747,0.000031400767],"category_scores_gemma":[0.0025198315,0.000059738966,0.000029062741,0.0001406217,0.000019533045,0.00011124593,0.000010511764,0.00008710882,5.275736e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013802313,0.000039409893,0.0030553495,0.00018266299,0.000050983752,1.2344032e-7,0.00070719037,0.6255479,0.05411112,0.000010401424,0.00010079745,0.31618026],"study_design_scores_gemma":[0.0005098545,0.00036297317,0.01802433,0.00038744928,0.0001300915,0.000005479417,0.000046601508,0.96289897,0.01694769,0.0006206522,0.000009044216,0.00005683654],"about_ca_topic_score_codex":0.000028040598,"about_ca_topic_score_gemma":0.0000049071045,"teacher_disagreement_score":0.33735108,"about_ca_system_score_codex":0.000107958884,"about_ca_system_score_gemma":0.00005261303,"threshold_uncertainty_score":0.30166557},"labels":[],"label_agreement":null},{"id":"W2790849355","doi":"10.1080/19386362.2018.1454387","title":"Development of mechanical properties of Edmonton stiff clay treated with cement and fly ash","year":2018,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fly ash; Cementitious; Cement; Materials science; Compressive strength; Portland cement; Composite material; Geotechnical engineering; Curing (chemistry); Geology","score_opus":0.009909512517157142,"score_gpt":0.19606289790547402,"score_spread":0.18615338538831688,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2790849355","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8567912,0.00018049158,0.14262047,0.000036885067,0.00016073283,0.000076587734,0.0000025154698,0.00008135271,0.000049776427],"genre_scores_gemma":[0.98902726,0.00004254288,0.010806211,0.000003378897,0.000083381674,0.000004419797,0.0000015646604,0.000026062204,0.000005169482],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99858075,0.0000069038138,0.00070080784,0.00010113375,0.00046052592,0.00014989226],"domain_scores_gemma":[0.9992316,0.0000323213,0.00012838142,0.00010554163,0.00041505846,0.00008715002],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026407506,0.00015823322,0.00029525155,0.00021342603,0.00001442444,0.000013788693,0.00024682368,0.0001095227,0.000010872921],"category_scores_gemma":[0.000106614745,0.0001254196,0.000055711967,0.00014794529,0.0000581455,0.00011489272,0.000055728728,0.00020851337,6.563842e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000102220314,0.00006940813,0.000017832783,0.00011238998,0.00025038086,0.000006954387,0.00015743404,0.52505434,0.46589705,0.0004366297,0.00000987366,0.007885452],"study_design_scores_gemma":[0.0010040628,0.00043777513,0.0017186048,0.0010472073,0.000052243224,0.00010775388,0.000041326242,0.39698404,0.5961432,0.00002546457,0.0021569699,0.0002813532],"about_ca_topic_score_codex":0.0000050940025,"about_ca_topic_score_gemma":0.0000034326556,"teacher_disagreement_score":0.13223608,"about_ca_system_score_codex":0.00009275007,"about_ca_system_score_gemma":0.00003587486,"threshold_uncertainty_score":0.5114463},"labels":[],"label_agreement":null},{"id":"W2794022158","doi":"10.1007/s40891-018-0129-7","title":"Experimental Investigation of the Shear Behavior of EPS Geofoam","year":2018,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"McGill University","keywords":"Materials science; Geotechnical engineering; Cohesion (chemistry); Shear strength (soil); Composite material; Structural engineering; Engineering; Geology; Chemistry","score_opus":0.007651394397699228,"score_gpt":0.2092158887667302,"score_spread":0.20156449436903096,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2794022158","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98822224,0.0002298819,0.010485023,0.0000382643,0.0009098695,0.000037506423,0.0000053856247,0.000015392465,0.000056458954],"genre_scores_gemma":[0.9989571,0.0000387072,0.00085755705,0.000003752311,0.00012185086,0.0000014223824,7.2220996e-7,0.00001400355,0.000004878135],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99927944,0.000006093706,0.0003443819,0.00004638837,0.00024368412,0.000080024125],"domain_scores_gemma":[0.99956596,0.00003538562,0.000086799206,0.000080797945,0.00019120658,0.000039862316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001434498,0.00008142876,0.00012508563,0.00009857844,0.0000146674765,0.000014100839,0.00017920499,0.00004531501,0.000008789496],"category_scores_gemma":[0.000051970314,0.00006634403,0.00006352567,0.0000820909,0.00007005835,0.000086904656,0.000036594567,0.000105062514,3.1007977e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020891077,0.00006987661,0.0015517285,0.00010058534,0.0001748962,0.0000040640994,0.001217708,0.44160974,0.54482776,0.0040219976,0.000040092007,0.00636063],"study_design_scores_gemma":[0.0006641194,0.0002793822,0.08879518,0.00053193944,0.00007726318,0.00019962766,0.00017493032,0.32590905,0.58128613,0.00034915126,0.0014586339,0.00027459263],"about_ca_topic_score_codex":0.000009375795,"about_ca_topic_score_gemma":5.819285e-7,"teacher_disagreement_score":0.11570069,"about_ca_system_score_codex":0.000035557474,"about_ca_system_score_gemma":0.000009894939,"threshold_uncertainty_score":0.2705431},"labels":[],"label_agreement":null},{"id":"W2795459966","doi":"10.11159/icgre18.152","title":"Sustainable Mixtures of TDA and Class A Gravel","year":2018,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Class (philosophy); Environmental science; Computer science; Business; Artificial intelligence","score_opus":0.0029673999695423434,"score_gpt":0.16747679905303584,"score_spread":0.1645093990834935,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2795459966","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99842507,0.0003005554,0.000047709724,0.000033168966,0.00022162378,0.00015875453,0.000010338962,0.00008777983,0.0007150295],"genre_scores_gemma":[0.99934787,0.00008441002,0.00019147973,0.000007645223,0.00003718137,0.000008626612,0.0000014572229,0.000031099473,0.00029024566],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99921554,0.0000015566085,0.00021438317,0.00016794809,0.00016294567,0.00023761133],"domain_scores_gemma":[0.9997399,0.000029645744,0.000052025574,0.00009470168,0.000016916985,0.0000668252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006647256,0.00020051892,0.0002151188,0.00011124638,0.000068157686,0.000025020807,0.00014979775,0.00006351184,0.000011546534],"category_scores_gemma":[0.000028246875,0.00016072181,0.000042725536,0.00016046989,0.00018638339,0.00012156346,0.00010573806,0.00015825956,2.6757525e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000106640284,0.000052030973,0.008870741,0.0041063745,0.00031562816,0.000002446652,0.0012322628,0.2611105,0.65752816,0.06108478,0.001022776,0.0045676287],"study_design_scores_gemma":[0.0011654792,0.00027723896,0.069366105,0.00061671436,0.00010939228,0.000038143222,0.00069073396,0.5714766,0.3495733,0.002079464,0.003718138,0.0008886656],"about_ca_topic_score_codex":0.000010333774,"about_ca_topic_score_gemma":0.000004128322,"teacher_disagreement_score":0.3103661,"about_ca_system_score_codex":0.00003933056,"about_ca_system_score_gemma":0.000001726333,"threshold_uncertainty_score":0.65540457},"labels":[],"label_agreement":null},{"id":"W2795481369","doi":"10.11159/icgre18.142","title":"Interference of Square Footings on Geocell Reinforced Clay Bed:Experimental and Numerical Studies","year":2018,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Square (algebra); Geology; Materials science; Mathematics; Geometry","score_opus":0.007716369721887196,"score_gpt":0.2059990799027341,"score_spread":0.19828271018084692,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2795481369","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986052,0.00037368806,0.000062783794,0.000025502795,0.00035212745,0.00016016205,0.0000099755525,0.000098030236,0.0003125679],"genre_scores_gemma":[0.99961203,0.00006342426,0.00015602127,0.000012768708,0.000040591633,0.000011842532,0.0000015989496,0.000032752432,0.00006896168],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990883,0.0000022695388,0.00028501812,0.00021817618,0.00019050535,0.00021573341],"domain_scores_gemma":[0.9996692,0.0000659574,0.000075000135,0.000104518294,0.000016488799,0.00006885432],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000060177736,0.00025879723,0.0002903619,0.00010198401,0.000071744405,0.000020855841,0.00016375238,0.00006099008,0.000012598353],"category_scores_gemma":[0.00004665242,0.00020308905,0.000052887306,0.0001339188,0.00021429434,0.000113967806,0.00013402083,0.00019685343,6.839205e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000114492555,0.00002856507,0.0018846755,0.0010750822,0.00024429607,7.612093e-7,0.0014621095,0.21746548,0.7699384,0.0059160586,0.00017048475,0.0016996188],"study_design_scores_gemma":[0.00048892555,0.00041068933,0.0040382994,0.0006585845,0.000033630964,0.000008933984,0.000461232,0.36379096,0.62950397,0.00007919247,0.00014829164,0.00037728346],"about_ca_topic_score_codex":0.0000034109196,"about_ca_topic_score_gemma":7.1205386e-7,"teacher_disagreement_score":0.14632548,"about_ca_system_score_codex":0.00006288954,"about_ca_system_score_gemma":0.000001305091,"threshold_uncertainty_score":0.8281731},"labels":[],"label_agreement":null},{"id":"W2796398681","doi":"10.11159/icgre18.123","title":"Effect of Polypropylene Fiber on Shear Strength Parameters of Sand","year":2018,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Polypropylene; Composite material; Materials science; Shear strength (soil); Shear (geology); Fiber; Geotechnical engineering; Geology","score_opus":0.0030047868258983455,"score_gpt":0.17848240197976611,"score_spread":0.17547761515386776,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2796398681","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987626,0.00010260307,0.000009665927,0.000010017596,0.00028688126,0.00018625105,0.000024451685,0.00006593485,0.000551608],"genre_scores_gemma":[0.99958587,0.000037541344,0.0002241815,0.0000033141043,0.000027317,0.00000850532,0.0000023041355,0.000036628495,0.00007436545],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99910057,0.000004207488,0.00028458663,0.00017723761,0.00023228415,0.00020113606],"domain_scores_gemma":[0.9996173,0.00009381871,0.00008177484,0.0001359394,0.000009937867,0.00006125946],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009788175,0.00024117737,0.00031414474,0.00012562965,0.00003642996,0.000010702263,0.00017951669,0.00006850647,0.00003007289],"category_scores_gemma":[0.000040176234,0.00017911251,0.00008502534,0.00016481798,0.00016839583,0.00007823201,0.000057920675,0.00017375693,9.4613347e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024330974,0.000040479325,0.0022300142,0.0020804862,0.00023172963,4.638207e-7,0.00020963085,0.58357215,0.3929946,0.0007901387,0.0001739277,0.017433094],"study_design_scores_gemma":[0.000504956,0.0005294871,0.0057243425,0.0004461776,0.000049808466,0.0000033019473,0.000013441343,0.10794298,0.88441944,0.00002881724,0.000111549234,0.00022566805],"about_ca_topic_score_codex":0.0000054351335,"about_ca_topic_score_gemma":6.715713e-7,"teacher_disagreement_score":0.49142486,"about_ca_system_score_codex":0.000039617098,"about_ca_system_score_gemma":0.0000013127884,"threshold_uncertainty_score":0.7303996},"labels":[],"label_agreement":null},{"id":"W2799756031","doi":"","title":"Numerical Study of the Mechanics of Inflatable Anchors In Clay","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Inflatable; Geotechnical engineering; Geology; Mechanics; Engineering; Physics; Mechanical engineering","score_opus":0.012927222673004482,"score_gpt":0.20140365969790341,"score_spread":0.18847643702489894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2799756031","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.986831,0.0002125865,0.01208562,0.000055792392,0.00031414526,0.00015955136,0.00000835054,0.00004837193,0.0002845813],"genre_scores_gemma":[0.9997306,0.00014011854,0.00006956507,0.0000043222153,0.000022801281,0.0000087802155,0.0000025266797,0.000012563583,0.000008714607],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99929476,0.000016532964,0.00027559264,0.00009020622,0.00021008549,0.00011284552],"domain_scores_gemma":[0.9996316,0.0000650089,0.00003634165,0.00018758638,0.00005314534,0.000026360809],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011923802,0.00010980593,0.00015794463,0.00007120427,0.000023927847,0.000006193232,0.0002906467,0.000049266397,0.000011208173],"category_scores_gemma":[0.00005626784,0.000074748474,0.000032112246,0.00021208091,0.000024575063,0.00006580921,0.000051394356,0.0002006016,5.7394544e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000066649936,0.00006126673,0.010309578,0.000038481565,0.000045460314,0.0000015397973,0.0008634029,0.980549,0.0019953682,0.005898127,0.000031750304,0.00019938366],"study_design_scores_gemma":[0.0002986958,0.000055215638,0.060172856,0.000072529016,0.000011471996,0.000009300253,0.00005826041,0.9360798,0.002375887,0.00007614494,0.0006728873,0.00011697204],"about_ca_topic_score_codex":0.0000856822,"about_ca_topic_score_gemma":0.000009525019,"teacher_disagreement_score":0.049863275,"about_ca_system_score_codex":0.000024076571,"about_ca_system_score_gemma":0.000013478917,"threshold_uncertainty_score":0.30481544},"labels":[],"label_agreement":null},{"id":"W2801074677","doi":"10.1680/jgein.18.00021","title":"Dynamic properties of sand-EPS bead mixtures","year":2018,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Bead; Shear modulus; Materials science; Geotechnical engineering; Geosynthetics; Damping ratio; Stiffness; Shear (geology); Modulus; Dynamic modulus; Composite material; Dynamic mechanical analysis; Geology; Polymer; Vibration","score_opus":0.007790853385524269,"score_gpt":0.20384323198526905,"score_spread":0.19605237859974478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801074677","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94451654,0.0003678746,0.038167577,0.00020823086,0.0018234687,0.00010486778,0.000036017384,0.0004432009,0.014332203],"genre_scores_gemma":[0.9991374,0.0000345944,0.0006104197,0.000009079867,0.00006283935,0.000005787033,0.000008628018,0.000017096343,0.0001141608],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99947274,0.000004823771,0.00016781257,0.00008340585,0.00016653449,0.00010466641],"domain_scores_gemma":[0.99971116,0.000010381954,0.000018768033,0.00012371888,0.00011089771,0.000025079611],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000065875014,0.00008074951,0.00008157676,0.00007122489,0.000019899535,0.000012753577,0.00016681431,0.00006083871,0.00010106582],"category_scores_gemma":[0.00007816195,0.00007405865,0.00003712918,0.000061015075,0.00007896915,0.000038799444,0.000026892576,0.00007244873,0.000028206701],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035510257,0.00012572973,0.00016374908,0.00018987205,0.0001596379,0.0000020149987,0.0010884206,0.4750997,0.49319607,0.0062085204,0.00081079255,0.022919962],"study_design_scores_gemma":[0.00013260984,0.00003311233,0.0004264712,0.00008682042,0.000009157816,0.0000051755674,0.000020544116,0.8391393,0.15452878,0.0007625918,0.0047095953,0.00014586729],"about_ca_topic_score_codex":0.0000055552105,"about_ca_topic_score_gemma":0.0000071887516,"teacher_disagreement_score":0.36403957,"about_ca_system_score_codex":0.00003161227,"about_ca_system_score_gemma":0.000006373066,"threshold_uncertainty_score":0.3020024},"labels":[],"label_agreement":null},{"id":"W2801218425","doi":"10.1139/cgj-2017-0414","title":"Adjustment of spectral pseudo-static approach to account for soil plasticity and zone seismicity","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Ministère des Transports; Université de Sherbrooke","funders":"Ministère des Transports","keywords":"Induced seismicity; Geology; Acceleration; Spectral acceleration; Slip (aerodynamics); Geotechnical engineering; Plasticity; Peak ground acceleration; Static analysis; Seismology; Structural engineering; Engineering; Ground motion; Physics; Classical mechanics","score_opus":0.01026150932332601,"score_gpt":0.20025485507134277,"score_spread":0.18999334574801677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801218425","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24861795,0.00006859002,0.7502154,0.00022589401,0.00021074439,0.0002763597,0.0000556777,0.00009736177,0.00023201734],"genre_scores_gemma":[0.9923247,0.000028568726,0.0071462137,0.00016885083,0.00025849263,0.000019447167,0.0000043337736,0.00003110763,0.00001825365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988605,0.000011785111,0.0003422709,0.00016633424,0.00015798278,0.00046113192],"domain_scores_gemma":[0.99895245,0.0000575738,0.00003399663,0.0001332949,0.00012626626,0.00069640356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024375619,0.00016306087,0.00025152415,0.00020601077,0.000102723854,0.00003543734,0.0001770665,0.00015988998,0.000016101607],"category_scores_gemma":[0.00019044548,0.00015906237,0.0000646893,0.00021968588,0.00008845281,0.00006925755,0.00001939949,0.00030093247,0.000004041409],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001542612,0.000025603373,0.0000107873875,0.00009087698,0.000032491804,0.0000021249805,0.000104886305,0.98927534,0.0014688572,0.0009932155,0.0026642366,0.0053161727],"study_design_scores_gemma":[0.0003789854,0.00025342984,0.0027094502,0.00005644629,0.000036570415,0.000110197085,0.00004254176,0.9886529,0.0007609678,0.00057768874,0.006183783,0.000237045],"about_ca_topic_score_codex":0.001453784,"about_ca_topic_score_gemma":0.00097268337,"teacher_disagreement_score":0.74370676,"about_ca_system_score_codex":0.0002951602,"about_ca_system_score_gemma":0.00011589375,"threshold_uncertainty_score":0.64863753},"labels":[],"label_agreement":null},{"id":"W2801319896","doi":"10.1007/s11440-018-0669-y","title":"Axial load tests and numerical modeling of single-helix piles in cohesive and cohesionless soils","year":2018,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":67,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Solid mechanics; Geotechnical engineering; Soil water; Geology; Structural engineering; Engineering; Materials science; Soil science; Composite material","score_opus":0.012608867859757478,"score_gpt":0.21226483017199504,"score_spread":0.19965596231223756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801319896","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97042716,0.00040262437,0.028090341,0.000097040225,0.00008227462,0.00017178788,0.0000055349283,0.00033372612,0.0003895379],"genre_scores_gemma":[0.99884874,0.00014308655,0.0008990586,0.00001261641,0.00004502838,0.000013103522,0.0000027382955,0.000031226464,0.000004419519],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990069,0.000016535916,0.00032233147,0.00023146188,0.00017030825,0.00025242646],"domain_scores_gemma":[0.9994691,0.00011283955,0.00003202508,0.00022322193,0.0000786309,0.00008418716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018373446,0.00017159895,0.00028044553,0.000105351275,0.000037472233,0.000019543382,0.000114553026,0.00021452464,0.0000067642586],"category_scores_gemma":[0.00026264074,0.00017394345,0.000026528975,0.00025032536,0.000114980634,0.00010423523,0.000081692655,0.00020114014,0.0000020893183],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005472018,0.0001574864,0.000657925,0.00036563654,0.000034566496,0.000008866163,0.0006702838,0.7917765,0.18556769,0.00049576466,0.00014639126,0.020064196],"study_design_scores_gemma":[0.0003349323,0.00014452894,0.00207549,0.00014155458,0.000013531413,0.000012617021,0.000036330628,0.9939539,0.0022698913,0.0004216715,0.00036595546,0.00022964244],"about_ca_topic_score_codex":0.000078253375,"about_ca_topic_score_gemma":0.000024312181,"teacher_disagreement_score":0.20217739,"about_ca_system_score_codex":0.000058552556,"about_ca_system_score_gemma":0.000020976695,"threshold_uncertainty_score":0.7093208},"labels":[],"label_agreement":null},{"id":"W2801499005","doi":"","title":"Use of reflective surfaces on roadway embankment","year":2007,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Levee; Geology; Geotechnical engineering","score_opus":0.023153422008981368,"score_gpt":0.23510397745952566,"score_spread":0.21195055545054428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801499005","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8944869,0.000031393363,0.0922377,0.000013518995,0.00015250774,0.00008716617,0.0000016997623,0.00045253342,0.01253657],"genre_scores_gemma":[0.9982925,0.0000127593785,0.0014710868,0.000009473888,0.000009041675,0.0000013763994,0.0000017689476,0.000011612696,0.00019038616],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99959093,0.0000032882958,0.00013056537,0.00006504511,0.00009617637,0.000114013776],"domain_scores_gemma":[0.99975216,0.00007380768,0.000008515851,0.00010916249,0.000023809078,0.000032559485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010839674,0.00006491111,0.000078847566,0.000052145424,0.000009435068,0.0000053459444,0.00003389208,0.00005032574,0.000025342579],"category_scores_gemma":[0.000037735415,0.00005673072,0.00002370209,0.00013649411,0.000008815744,0.00004183468,0.0000056884073,0.00006248074,0.000008998861],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004692487,0.000015369707,0.000056348734,0.000012692598,0.000009110323,5.069749e-7,0.00005410775,0.9873203,0.006887816,0.0017401784,0.00015135537,0.0037475443],"study_design_scores_gemma":[0.0004065179,0.00036831133,0.06169585,0.00008989299,0.000018702742,0.000002144986,0.000121636425,0.54292595,0.37213436,0.00034293745,0.021364545,0.00052911974],"about_ca_topic_score_codex":0.00002491748,"about_ca_topic_score_gemma":0.000020967798,"teacher_disagreement_score":0.4443943,"about_ca_system_score_codex":0.000040372477,"about_ca_system_score_gemma":0.0000019079127,"threshold_uncertainty_score":0.23134117},"labels":[],"label_agreement":null},{"id":"W2801772111","doi":"10.1016/j.geotexmem.2015.08.002","title":"Geotextiles and Geomembranes: Best papers in 2014","year":2015,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Geotextile; Geosynthetics; Geotechnical engineering; Forensic engineering; Civil engineering; Engineering; Environmental science","score_opus":0.007987922803510449,"score_gpt":0.18506038646249032,"score_spread":0.17707246365897986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801772111","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98838043,0.0060635144,0.000030149862,0.00021681722,0.00028310952,0.0002347348,0.000018874525,0.0004212995,0.0043510837],"genre_scores_gemma":[0.9961405,0.0032364507,0.000009812305,0.000046575755,0.00009424417,0.000034002085,0.000026518395,0.000052188032,0.00035972183],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99857306,0.000024909705,0.00034789226,0.0003623941,0.00021087425,0.0004808692],"domain_scores_gemma":[0.99927914,0.00009656157,0.000029229237,0.0002612593,0.000039477964,0.00029430204],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002726365,0.00032793125,0.00038406387,0.0002153061,0.000066567496,0.000092338065,0.00013216119,0.00023121029,0.000048193822],"category_scores_gemma":[0.000079258265,0.00031422812,0.000045730194,0.0002489712,0.00011742593,0.000187248,0.00007109656,0.0002457495,0.00004412363],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010024484,0.000023743409,0.00006931942,0.00025585282,0.00001403877,0.000014352027,0.00047852565,0.9779181,0.00047694106,0.00028807888,0.00015873446,0.020292314],"study_design_scores_gemma":[0.0014512789,0.00013288316,0.007902181,0.00017015918,0.000035470683,0.00009596374,0.0013565314,0.9189012,0.000021199663,0.0008565766,0.06827068,0.0008058745],"about_ca_topic_score_codex":0.00024112887,"about_ca_topic_score_gemma":0.00017901986,"teacher_disagreement_score":0.06811195,"about_ca_system_score_codex":0.00003374496,"about_ca_system_score_gemma":0.000018751647,"threshold_uncertainty_score":0.999931},"labels":[],"label_agreement":null},{"id":"W2801974342","doi":"10.1016/j.wasman.2018.04.013","title":"Estimating degradation-related settlement in two landfill-reclaimed soils by sand-salt analogues","year":2018,"lang":"en","type":"article","venue":"Waste Management","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Settlement (finance); Soil water; Particle (ecology); Environmental science; Land reclamation; Particle size; Human settlement; Geotechnical engineering; Environmental engineering; Soil science; Geology; Waste management; Geography; Engineering; Archaeology","score_opus":0.007254228566725606,"score_gpt":0.22714078825408385,"score_spread":0.21988655968735824,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801974342","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.64959955,0.00040981898,0.315448,0.00033421928,0.0014101662,0.0009875539,0.000047746264,0.0016454004,0.030117543],"genre_scores_gemma":[0.9948978,0.000024973226,0.0043600397,0.000029408451,0.000053552107,0.000052387597,0.00019703333,0.00003204456,0.00035275324],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989611,0.000019700332,0.0003382059,0.0002051154,0.00018411351,0.00029176677],"domain_scores_gemma":[0.99965185,0.000021449041,0.000030068073,0.00021943677,0.000020857651,0.000056355642],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024250432,0.00016234138,0.00015228953,0.00014826014,0.00005291181,0.000038973554,0.00013227729,0.000042386262,0.000060819515],"category_scores_gemma":[0.000015936606,0.00016501515,0.000030162826,0.00037240944,0.000024329602,0.00007965241,0.000052120537,0.00010798698,0.00006312687],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002749901,0.000028830043,0.00018330346,0.000107237836,0.000054452616,0.0000039290226,0.00015066096,0.97596884,0.000541756,0.0007642767,0.0034634443,0.018730495],"study_design_scores_gemma":[0.0006769994,0.00002856606,0.00039549064,0.00009533887,0.000020283063,6.774645e-7,0.00007884476,0.99467903,0.0011638473,0.00038373464,0.002263024,0.00021413829],"about_ca_topic_score_codex":0.000045341167,"about_ca_topic_score_gemma":0.00004362652,"teacher_disagreement_score":0.34529823,"about_ca_system_score_codex":0.000112532616,"about_ca_system_score_gemma":0.0000026367004,"threshold_uncertainty_score":0.6729123},"labels":[],"label_agreement":null},{"id":"W2802280005","doi":"10.1139/cgj-2017-0689","title":"Full-scale model study on variations of soil stress in geosynthetic-reinforced pile-supported track bed with water level change and cyclic loading","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":84,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Subsoil; Geogrid; Pile; Geosynthetics; Soil water; Stress (linguistics); Water level; Track (disk drive); Geology; Environmental science; Reinforcement; Engineering; Structural engineering; Soil science","score_opus":0.026781912371503052,"score_gpt":0.21446568696085128,"score_spread":0.18768377458934823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802280005","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9720994,0.000011925756,0.027042307,0.00020095007,0.00007358772,0.00032253828,0.00004360856,0.00009426097,0.00011140512],"genre_scores_gemma":[0.99961853,0.00001109194,0.00016845913,0.000029888131,0.00007523788,0.000028872342,0.000009247033,0.000040891657,0.000017770375],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986486,0.00002568188,0.0004243506,0.00018970012,0.00022044426,0.0004912534],"domain_scores_gemma":[0.9991668,0.000032216514,0.00004121422,0.00024468827,0.000093611096,0.0004214577],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027156516,0.00020148834,0.0002775407,0.00042013108,0.00011337737,0.000045248646,0.00017957004,0.00019187,0.00003676219],"category_scores_gemma":[0.00004601237,0.00016356778,0.000040077564,0.00025121053,0.00008035543,0.0001419482,0.0000190429,0.00051925366,0.0000050007666],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026262576,0.00004188534,0.00017947723,0.0000196417,0.000025529715,0.000023514192,0.0010450114,0.9930893,0.0043543945,0.00006796091,0.000014166432,0.0011128609],"study_design_scores_gemma":[0.0007485575,0.0005264674,0.0071302745,0.00013632787,0.000033861612,0.00006497304,0.00016985011,0.9890296,0.0017979917,0.000074159994,0.00003394436,0.00025397615],"about_ca_topic_score_codex":0.0025100342,"about_ca_topic_score_gemma":0.023330469,"teacher_disagreement_score":0.027519125,"about_ca_system_score_codex":0.00018845046,"about_ca_system_score_gemma":0.00006791184,"threshold_uncertainty_score":0.9944912},"labels":[],"label_agreement":null},{"id":"W2802514357","doi":"10.1139/cgj-2017-0613","title":"Numerical modeling of progressive failure of rigid piles under embankment load","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":80,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"University of Warwick; National Science Foundation","keywords":"Geotechnical engineering; Failure mode and effects analysis; Levee; Stiffness; Ultimate tensile strength; Structural engineering; Slip (aerodynamics); Pile; Bending moment; Brittleness; Parametric statistics; Pile cap; Geology; Engineering; Materials science; Composite material","score_opus":0.009189500664460842,"score_gpt":0.20686019983974865,"score_spread":0.19767069917528782,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802514357","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2317229,0.0012550929,0.7637157,0.0008088373,0.00057531666,0.0003386484,0.00003399831,0.00031669874,0.0012328193],"genre_scores_gemma":[0.998404,0.00002774933,0.0013325957,0.000030584095,0.00015902724,0.0000052571386,0.0000027771587,0.000031591782,0.0000063989496],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986193,0.000020393227,0.0005096903,0.00013410838,0.00031982327,0.0003966761],"domain_scores_gemma":[0.99890435,0.000025867159,0.00006863685,0.00022786092,0.00032046039,0.00045281902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024043642,0.00016110826,0.0002842763,0.00018104282,0.00007263777,0.000021232468,0.00026732212,0.00023355756,0.00014000411],"category_scores_gemma":[0.000119952485,0.00015136573,0.000116767435,0.00032264902,0.0001251081,0.00008113926,0.000017805834,0.00045835983,0.000007986475],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000049859136,0.000014674637,0.000013683672,0.000033216565,0.00003226108,0.000008219057,0.0000487984,0.9965046,0.0007550693,0.00056711846,0.00045397875,0.0015634104],"study_design_scores_gemma":[0.00022605457,0.0001520932,0.0001486779,0.00016426439,0.00002356924,0.0001003618,0.000053406446,0.99487734,0.0010854758,0.0012568367,0.0017246462,0.00018728529],"about_ca_topic_score_codex":0.0010956569,"about_ca_topic_score_gemma":0.0005899598,"teacher_disagreement_score":0.76668113,"about_ca_system_score_codex":0.0003550153,"about_ca_system_score_gemma":0.0003066551,"threshold_uncertainty_score":0.6172515},"labels":[],"label_agreement":null},{"id":"W2802865162","doi":"","title":"Performance of Fixed Head Pile Group Embedded In Non-Homogeneous Soil Subjected to Lateral Cyclic Loading – Distributed Parameter Sensitivity Analysis","year":2007,"lang":"en","type":"article","venue":"The Seventeenth International Offshore and Polar Engineering Conference","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Pile; Head (geology); Sensitivity (control systems); Homogeneous; Structural engineering; Mathematics; Geotechnical engineering; Geology; Engineering; Combinatorics","score_opus":0.007294082183456876,"score_gpt":0.21935571110698449,"score_spread":0.21206162892352762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802865162","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8895018,0.000031536056,0.10990864,0.00003574174,0.00018807287,0.00013386078,0.000053752876,0.00009707856,0.000049497652],"genre_scores_gemma":[0.99944365,0.00004144359,0.00029403277,0.0000126533005,0.000040610015,0.000009121721,0.00012636397,0.000019198154,0.000012914614],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99894243,0.000017716033,0.00036540697,0.00018522594,0.00020852622,0.000280697],"domain_scores_gemma":[0.9994621,0.00015303813,0.000038795813,0.00018741531,0.000070914044,0.00008768098],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043315254,0.00019128756,0.00027214177,0.0002987034,0.000027279259,0.000029865825,0.00016234364,0.00008417121,0.00001273014],"category_scores_gemma":[0.00007907345,0.00017376243,0.000078098186,0.000530109,0.000021648084,0.00009329322,0.00005332733,0.00021871837,0.0000024579945],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038860384,0.000027754826,0.046507318,0.000050668128,0.00022665941,0.000008397496,0.0003103294,0.9289079,0.022855857,0.00012067043,0.000005230193,0.0009404072],"study_design_scores_gemma":[0.00013551637,0.000028827444,0.35414803,0.000059588798,0.000036640453,0.0000065319873,0.0000120278355,0.6415961,0.0037787422,0.0000030745844,0.00006159071,0.00013331024],"about_ca_topic_score_codex":0.00016335586,"about_ca_topic_score_gemma":0.00030351256,"teacher_disagreement_score":0.30764073,"about_ca_system_score_codex":0.000083133134,"about_ca_system_score_gemma":0.00000638078,"threshold_uncertainty_score":0.7085826},"labels":[],"label_agreement":null},{"id":"W2804222669","doi":"10.1016/j.geotexmem.2012.10.001","title":"Geotextiles and geomembranes: Best papers in 2011","year":2012,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Geotextile; Geosynthetics; Forensic engineering; Civil engineering; Geotechnical engineering; Engineering; Construction engineering","score_opus":0.005175933655978068,"score_gpt":0.17664812531661359,"score_spread":0.17147219166063551,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2804222669","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9865399,0.009259853,0.00001944764,0.0001162147,0.00030708028,0.00021017784,0.000017284967,0.00034057285,0.0031894527],"genre_scores_gemma":[0.99469227,0.0046570213,0.000008557938,0.000042751002,0.00014509047,0.00003814372,0.000022286215,0.000053872816,0.00034002477],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985245,0.000022232858,0.00033647256,0.0002791553,0.000167889,0.0006697355],"domain_scores_gemma":[0.99933267,0.00011656469,0.000028784785,0.00024457742,0.000020016672,0.00025740953],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00024603523,0.00033314773,0.00036164653,0.00020799869,0.00009452624,0.000060224247,0.000113014205,0.00023751805,0.00017644328],"category_scores_gemma":[0.00003893165,0.00031835528,0.000052753698,0.0001941588,0.000107074535,0.00028572508,0.00006593049,0.00025410703,0.000059872997],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008329602,0.000052474883,0.00037147745,0.00048998074,0.000022660031,0.0000055444466,0.0007241059,0.9590342,0.0015912817,0.00059771194,0.000057608748,0.037044637],"study_design_scores_gemma":[0.0018464882,0.00014579283,0.12488595,0.00032706096,0.00009771645,0.0002017563,0.0018549021,0.7525662,0.00008932737,0.0005228607,0.115632154,0.001829753],"about_ca_topic_score_codex":0.00017108544,"about_ca_topic_score_gemma":0.00007276272,"teacher_disagreement_score":0.20646794,"about_ca_system_score_codex":0.000025247276,"about_ca_system_score_gemma":0.00000731386,"threshold_uncertainty_score":0.99992687},"labels":[],"label_agreement":null},{"id":"W2804917946","doi":"10.1139/cjce-2017-0671","title":"Fatigue life evaluation of pavement embankments made with tire derived aggregates","year":2018,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Falling weight deflectometer; Scrap; Asphalt; Engineering; Geotechnical engineering; Road construction; Environmental science; Civil engineering; Structural engineering; Subgrade; Materials science","score_opus":0.019423597488806607,"score_gpt":0.21177804515953075,"score_spread":0.19235444767072413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2804917946","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9398929,0.0018048604,0.056539834,0.000052943407,0.00066231255,0.00018906879,0.000008565212,0.00007247494,0.00077702623],"genre_scores_gemma":[0.9994342,0.000021328327,0.00035251977,0.000008421714,0.00012696761,0.0000057080283,0.0000036985186,0.000040260045,0.0000069296075],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99889183,0.0000143996385,0.00038370895,0.00008336312,0.00035410962,0.00027256136],"domain_scores_gemma":[0.99892044,0.000023715225,0.000086964414,0.00015298372,0.00041703487,0.0003988907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040054205,0.0001598133,0.0002272671,0.00030613263,0.00003558293,0.0000246131,0.00015590436,0.00007941892,0.00014065491],"category_scores_gemma":[0.00018430752,0.00015139104,0.000052151918,0.0002816502,0.00003876056,0.00014032927,0.0000051152742,0.00016308176,0.000002198571],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000019946876,0.0000042658653,0.0002744607,0.0000736592,0.00008579081,0.000004383027,0.00026632854,0.9931033,0.0040431325,0.000047209065,0.00011330532,0.0019821168],"study_design_scores_gemma":[0.00087803544,0.00023366784,0.006682886,0.0006568916,0.00012848877,0.000032366712,0.00009696889,0.97867227,0.011013322,0.000035080862,0.001269666,0.00030038413],"about_ca_topic_score_codex":0.00014695321,"about_ca_topic_score_gemma":0.007119524,"teacher_disagreement_score":0.05954125,"about_ca_system_score_codex":0.00025953053,"about_ca_system_score_gemma":0.00030166324,"threshold_uncertainty_score":0.61735475},"labels":[],"label_agreement":null},{"id":"W2805314208","doi":"10.1061/9780784481639.007","title":"Modelling the Behaviour and Efficiency of Minipile Groups in Clay","year":2018,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada)","funders":"Engineering and Physical Sciences Research Council","keywords":"Pile; Centrifuge; Geotechnical engineering; Settlement (finance); Block (permutation group theory); Perimeter; Structural engineering; Group (periodic table); Structural load; Engineering; Grid; Geology; Mathematics; Geometry; Computer science","score_opus":0.009321509637014311,"score_gpt":0.1934711246780016,"score_spread":0.18414961504098729,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2805314208","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82824194,0.000065477914,0.17007871,0.000010384061,0.000043524353,0.000041018775,4.424948e-7,0.00006418089,0.0014543292],"genre_scores_gemma":[0.9995349,0.0000181071,0.00040424636,0.0000027499016,0.00001406687,0.0000031852126,4.906083e-7,0.0000065633903,0.000015676906],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997096,0.000003895871,0.00010578499,0.00005296624,0.000047249086,0.00008049449],"domain_scores_gemma":[0.9998581,0.000024640052,0.000005216121,0.00008483523,0.0000129270165,0.000014322539],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000098330514,0.000042693526,0.00005556678,0.000029127472,0.00001322413,0.000004550823,0.000047242655,0.000036673726,0.000010263228],"category_scores_gemma":[0.00000841002,0.000030465424,0.000009753994,0.000120424906,0.00003251921,0.0000227763,0.000010484471,0.000053100728,0.0000015976343],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[5.4528124e-7,0.000006503337,0.00032269306,0.000009697751,7.2887127e-7,8.5401766e-8,0.0002351141,0.9980241,0.00041411028,0.0007078788,0.000010579409,0.00026796767],"study_design_scores_gemma":[0.000059607897,0.00001920565,0.00087418256,0.0000086482105,0.0000019126046,6.100064e-7,0.00004221753,0.99751246,0.0012949038,0.000114618626,0.000032335036,0.000039323277],"about_ca_topic_score_codex":0.000057307676,"about_ca_topic_score_gemma":0.000012788892,"teacher_disagreement_score":0.17129299,"about_ca_system_score_codex":0.000006597337,"about_ca_system_score_gemma":0.0000017013864,"threshold_uncertainty_score":0.12423439},"labels":[],"label_agreement":null},{"id":"W2806091327","doi":"10.1061/9780784481578.034","title":"Lateral Resistance of Helical Pile Groups—Case Study","year":2018,"lang":"en","type":"article","venue":"IFCEE 2018","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Pile; Geotechnical engineering; Structural load; Structural engineering; Tangent; Group effect; Pile cap; Tower; Dynamic load testing; Ultimate tensile strength; Engineering; Geology; Materials science; Composite material; Mathematics; Geometry","score_opus":0.010872733961442322,"score_gpt":0.22467165401266384,"score_spread":0.21379892005122153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2806091327","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9927838,0.000054287182,0.0048995386,0.000010532745,0.00028890857,0.00012191083,0.0000052726423,0.00031715928,0.0015186152],"genre_scores_gemma":[0.9993423,0.0000036150009,0.00030784067,0.0000061835312,0.00014157277,0.000011431711,0.0000016517245,0.000022259905,0.00016309573],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99940044,0.0000132771165,0.00019903237,0.000118345146,0.00011209871,0.00015678852],"domain_scores_gemma":[0.9996018,0.000024626823,0.00001535648,0.00025812633,0.000048512644,0.000051612726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000112022004,0.000094839,0.00013496827,0.000041907813,0.00003470181,0.000010634164,0.000090464826,0.000062453786,0.00005533172],"category_scores_gemma":[0.000029856279,0.000091204936,0.0000300439,0.00016075006,0.00005235675,0.000056523008,0.000023651417,0.00008297909,0.00004695615],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008140593,0.007476161,0.045204304,0.004535762,0.0017173645,0.0048092944,0.06333774,0.5079307,0.15927893,0.016706305,0.14666139,0.04152798],"study_design_scores_gemma":[0.008320208,0.0050645373,0.09151585,0.000581003,0.00031377547,0.00085591985,0.0037280065,0.75888824,0.029442795,0.0037378287,0.09379493,0.0037569064],"about_ca_topic_score_codex":0.00004347374,"about_ca_topic_score_gemma":0.0001824087,"teacher_disagreement_score":0.25095755,"about_ca_system_score_codex":0.00002519489,"about_ca_system_score_gemma":0.0000041031367,"threshold_uncertainty_score":0.3719229},"labels":[],"label_agreement":null},{"id":"W2807246023","doi":"10.1061/9780784481585.008","title":"Synthesizing Hydrophobic Sand and Comparison of Shear Strength Properties with Hydrophilic Sand","year":2018,"lang":"en","type":"article","venue":"IFCEE 2018","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Materials science; Shear strength (soil); Friction angle; Direct shear test; Shear (geology); Geotechnical engineering; Composite material; Contact angle; Shear stress; Soil water; Particle (ecology); Silane; Environmental science; Geology; Soil science","score_opus":0.014079012378658462,"score_gpt":0.20661586191736844,"score_spread":0.19253684953870998,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2807246023","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958841,0.0008173734,0.0015183712,0.000015985419,0.00008201054,0.000108420914,0.0000036312867,0.00022695956,0.0013431448],"genre_scores_gemma":[0.9993644,0.000044613676,0.0004469768,0.0000035146197,0.000069705624,0.0000073034307,0.0000018553955,0.000032416916,0.000029222867],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999332,0.000011141413,0.00019612782,0.00014503689,0.00013148686,0.00018417067],"domain_scores_gemma":[0.99964744,0.000030090972,0.000026761181,0.00019667299,0.0000365192,0.000062515166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007134064,0.00014165927,0.00022869984,0.00006390666,0.000055732828,0.00002104053,0.00007845245,0.00007771929,0.00001835807],"category_scores_gemma":[0.00002559093,0.00011076551,0.0000186763,0.00013651286,0.00017574494,0.00007701978,0.000021357835,0.00009863886,0.000010037457],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016351572,0.0002814466,0.007342121,0.001835788,0.00029062747,0.000006256048,0.0065906276,0.39363787,0.5585339,0.00028566123,0.001628319,0.029403877],"study_design_scores_gemma":[0.00052427495,0.00059919263,0.0029954605,0.0004171356,0.000053760108,0.0000126236155,0.00014128027,0.74431217,0.24716848,0.000060591687,0.0032938265,0.0004212031],"about_ca_topic_score_codex":0.000031396696,"about_ca_topic_score_gemma":0.000011105389,"teacher_disagreement_score":0.3506743,"about_ca_system_score_codex":0.000021298,"about_ca_system_score_gemma":0.00000828815,"threshold_uncertainty_score":0.45168865},"labels":[],"label_agreement":null},{"id":"W2807384738","doi":"10.1061/9780784481639.005","title":"Nine-Year Field-Monitoring Data from an Integral-Abutment Bridge","year":2018,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of New Brunswick","funders":"U.S. Department of Transportation","keywords":"Abutment; Bridge (graph theory); Term (time); Structural engineering; Torsion (gastropod); Geotechnical engineering; Engineering; Physics","score_opus":0.038981689044292604,"score_gpt":0.28677564163141217,"score_spread":0.24779395258711956,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2807384738","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74114805,0.00010006089,0.2452229,0.00011057037,0.0014811546,0.00011658155,0.000040309547,0.001869277,0.009911069],"genre_scores_gemma":[0.99641734,0.00002882769,0.002724766,0.000022197983,0.0005741636,0.00000452044,0.00009939001,0.00002419282,0.00010459178],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993835,0.0000070273327,0.00013760115,0.00019654169,0.000107082706,0.00016821899],"domain_scores_gemma":[0.99916804,0.000036588255,0.0000073666693,0.0006808847,0.000026447444,0.00008066123],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000793754,0.00010824042,0.000098106415,0.000032549568,0.000032123706,0.000039082766,0.0003232678,0.00008031677,0.0003978428],"category_scores_gemma":[0.000051977295,0.00009850495,0.000015877746,0.00010348,0.000012622035,0.00019792069,0.00008324995,0.00011913444,0.00013741376],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001427993,0.00074033433,0.052373346,0.000337837,0.00079458643,0.000047267647,0.004371923,0.31714407,0.08700721,0.0072515667,0.13501787,0.39477122],"study_design_scores_gemma":[0.00038976132,0.00020285005,0.041518945,0.00006373309,0.00002543911,0.0000015706562,0.00011685963,0.9100212,0.024181513,0.00033892927,0.022673858,0.00046536064],"about_ca_topic_score_codex":0.00028912156,"about_ca_topic_score_gemma":0.0000634166,"teacher_disagreement_score":0.59287715,"about_ca_system_score_codex":0.000028334769,"about_ca_system_score_gemma":0.0000047549006,"threshold_uncertainty_score":0.43560997},"labels":[],"label_agreement":null},{"id":"W2807617621","doi":"10.2478/sgem-2018-0004","title":"Comparison of Analysis Specifications and Practices for Diaphragm Wall Retaining System","year":2018,"lang":"en","type":"article","venue":"Studia Geotechnica et Mechanica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Foundation (evidence); Diaphragm (acoustics); Retaining wall; Finite element method; Engineering; Bridge (graph theory); Structural engineering; Geotechnical engineering; Civil engineering; Construction engineering; Electrical engineering; Geography; Medicine","score_opus":0.06330043583063422,"score_gpt":0.3323224223534529,"score_spread":0.26902198652281867,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2807617621","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06043132,0.000842198,0.9315579,0.000451968,0.00020664762,0.0008388507,0.000053961125,0.0015067562,0.004110393],"genre_scores_gemma":[0.99221265,0.00012819462,0.0073971786,0.000007509141,0.00005017722,0.00013242308,0.000022992106,0.000034650668,0.000014226563],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99873185,0.000036867612,0.00050482684,0.00029840154,0.00018374171,0.00024432305],"domain_scores_gemma":[0.9986682,0.00035028363,0.00024268625,0.0004745207,0.00018746617,0.00007684214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066571066,0.00017883706,0.0004891208,0.00022866394,0.00011548843,0.000028092249,0.0002059401,0.0001623333,0.000008469154],"category_scores_gemma":[0.00042041577,0.00018156708,0.00012046482,0.0008624454,0.000055816537,0.000096103315,0.0000651296,0.00017506149,0.000003668442],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010887943,0.00039586285,0.00077178975,0.0017223418,0.0035188932,0.0000019460224,0.0033224556,0.48853457,0.050796952,0.4377017,0.0016343903,0.011490225],"study_design_scores_gemma":[0.0003409244,0.00028042588,0.0018118707,0.00008611259,0.0009769083,0.0000021605013,0.0009211789,0.9749062,0.0057522687,0.00041219385,0.014136109,0.00037363693],"about_ca_topic_score_codex":0.00002657888,"about_ca_topic_score_gemma":0.00007739002,"teacher_disagreement_score":0.93178135,"about_ca_system_score_codex":0.00005351777,"about_ca_system_score_gemma":0.000021803284,"threshold_uncertainty_score":0.7404091},"labels":[],"label_agreement":null},{"id":"W2807639143","doi":"10.1061/9780784481622.032","title":"Tests and Analytical Model to Predict Geotextile Tube Performance in the Field: A Case Study","year":2018,"lang":"en","type":"article","venue":"IFCEE 2018","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"American Water (Canada)","funders":"National Science Foundation","keywords":"Dewatering; Geotextile; Slurry; Geotechnical engineering; Engineering; Environmental science; Process engineering; Environmental engineering","score_opus":0.014977403742279547,"score_gpt":0.25565131959562437,"score_spread":0.24067391585334483,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2807639143","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99318707,0.000014694943,0.0054916884,0.000086775246,0.00005622105,0.00020774321,0.0000017023488,0.0001109171,0.0008431718],"genre_scores_gemma":[0.9996429,0.0000041674984,0.00013978392,0.00008440381,0.00006159067,0.000028662023,4.5977794e-7,0.000011088975,0.000026912401],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99948007,0.000010304019,0.00012587004,0.00012014558,0.00010011589,0.00016349567],"domain_scores_gemma":[0.9996351,0.00007056002,0.000004516506,0.00021705368,0.000020025433,0.000052768562],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018737782,0.000086581436,0.00008792357,0.000057300393,0.000043820026,0.000024925823,0.00009571521,0.00005217481,0.000008676397],"category_scores_gemma":[0.00008903611,0.00006575564,0.00001123591,0.00020256363,0.000020676505,0.000059486447,0.000031560263,0.00012081848,0.000016195647],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007739175,0.00008565323,0.0040622107,0.0000345547,0.00001046019,0.00007129397,0.0036614756,0.9843612,0.000043646152,0.00006403183,0.0017962432,0.005801504],"study_design_scores_gemma":[0.00014507084,0.0002780663,0.011106319,0.0000115635585,0.000007711151,0.0000660707,0.00019701065,0.9877228,0.000013906059,0.000021102573,0.0003465725,0.00008378501],"about_ca_topic_score_codex":0.00006685667,"about_ca_topic_score_gemma":0.00022512062,"teacher_disagreement_score":0.0070441086,"about_ca_system_score_codex":0.000017894266,"about_ca_system_score_gemma":0.000006742609,"threshold_uncertainty_score":0.2681437},"labels":[],"label_agreement":null},{"id":"W2808755013","doi":"10.1061/9780784481691.007","title":"Experimental Investigation on At-Rest Earth Pressure Acting on Walls Retaining Collapsible Soil Subjected to Inundation","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de l'Enseignement supérieur, de la Recherche et de l'Innovation","keywords":"Lateral earth pressure; Geotechnical engineering; Retaining wall; Earth (classical element); Soil water; Saturation (graph theory); Rest (music); Geology; Environmental science; Soil science; Mathematics","score_opus":0.025861887415230638,"score_gpt":0.2421656453510164,"score_spread":0.21630375793578577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2808755013","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9909554,0.000047719095,0.0006034749,0.00009296577,0.00060809235,0.00036617945,0.00001514475,0.0010089934,0.0063020065],"genre_scores_gemma":[0.9986611,0.000007714621,0.00019408738,0.000101493,0.00022365073,0.00004912231,0.00013375738,0.00006761474,0.0005614599],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99850166,0.000061671075,0.0003133733,0.00038362364,0.0003225448,0.0004171105],"domain_scores_gemma":[0.9990648,0.00009313498,0.00007479183,0.00041403074,0.00013967566,0.0002135604],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002113369,0.000294792,0.00023106653,0.00020699001,0.00031796086,0.00012066751,0.00017725253,0.0002481085,0.000053683125],"category_scores_gemma":[0.00031655174,0.00030148565,0.000046292607,0.0005407127,0.000052866493,0.00019223757,0.00004086251,0.0002980104,0.00030273743],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000089486384,0.000027809061,0.000060975446,0.00003992696,0.00004689515,0.0000029121882,0.0013905001,0.61218005,0.38340378,0.00018070043,0.0011221913,0.0014547532],"study_design_scores_gemma":[0.0005016513,0.000421518,0.0038548603,0.00022737752,0.00002257292,0.0000027862272,0.00012829354,0.33193326,0.65828335,0.000021026299,0.0041505834,0.00045273907],"about_ca_topic_score_codex":0.000084021,"about_ca_topic_score_gemma":0.00014150045,"teacher_disagreement_score":0.28024682,"about_ca_system_score_codex":0.00019218496,"about_ca_system_score_gemma":0.00003457779,"threshold_uncertainty_score":0.99994373},"labels":[],"label_agreement":null},{"id":"W2809175314","doi":"10.1061/9780784481684.050","title":"Resilient Modulus and Permanent Strain Behavior of a Compacted Red Clay","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China; Newcastle University; National Science Foundation","keywords":"Water content; Compaction; Red sandstone; Modulus; Geotechnical engineering; Materials science; Clay soil; Stress–strain curve; Stress (linguistics); Soil water; Composite material; Geology; Soil science; Deformation (meteorology)","score_opus":0.013686782259893017,"score_gpt":0.23388175052376936,"score_spread":0.22019496826387636,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809175314","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99606246,0.0001786655,0.0010959519,0.00003581131,0.00026920444,0.00020664792,0.00005061953,0.00035776853,0.0017428496],"genre_scores_gemma":[0.9995105,0.0000628521,0.00020517442,0.0000057172183,0.000044741664,0.00001249339,0.000053408294,0.000025863445,0.00007920073],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999154,0.000023294886,0.00025714282,0.00017283617,0.00015097842,0.00024175282],"domain_scores_gemma":[0.9994212,0.000019609819,0.000041448144,0.0002907394,0.000111634625,0.00011541686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010865017,0.00016270082,0.00021610493,0.00008938692,0.000058626032,0.000024605373,0.00010989645,0.00014933564,0.000027197302],"category_scores_gemma":[0.00005056501,0.0001534123,0.00003630019,0.00018774187,0.000113705704,0.00007192416,0.000020704174,0.00016781276,0.000008876257],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000079440695,0.000186054,0.0007851953,0.0003586592,0.00014326803,0.000026013295,0.0017039458,0.19330607,0.7818384,0.0005549032,0.0031824897,0.01783554],"study_design_scores_gemma":[0.00095030555,0.00024246197,0.13769571,0.00014934596,0.000099085155,0.000025659232,0.00011221901,0.8316587,0.027158758,0.0001097926,0.0012563876,0.0005415198],"about_ca_topic_score_codex":0.000055346944,"about_ca_topic_score_gemma":0.000035902864,"teacher_disagreement_score":0.7546797,"about_ca_system_score_codex":0.000046804173,"about_ca_system_score_gemma":0.0000142754625,"threshold_uncertainty_score":0.62559724},"labels":[],"label_agreement":null},{"id":"W2809277837","doi":"","title":"Soil Improvement And Staged Embankment Construction In Soft Clays","year":2000,"lang":"en","type":"article","venue":"ISRM International Symposium","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Levee; Geotechnical engineering; Geology","score_opus":0.002910439352853766,"score_gpt":0.1815720699434591,"score_spread":0.17866163059060533,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809277837","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.987878,0.0000702021,0.0044432026,0.00042022593,0.00048180693,0.00012183589,0.00000974834,0.00023501104,0.006339915],"genre_scores_gemma":[0.9991405,0.0002550404,0.00025411297,0.000035071105,0.000060742033,0.000019077173,0.000021998303,0.000013969655,0.00019948551],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994265,0.000004875796,0.00017259171,0.0001313101,0.00014006923,0.0001246864],"domain_scores_gemma":[0.9998399,0.000013596579,0.000011003749,0.00007692262,0.000018808947,0.0000397932],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000074941396,0.00009168617,0.000078285724,0.000039671133,0.00002237225,0.00003333125,0.00007140362,0.0000602318,0.000418266],"category_scores_gemma":[0.000005532341,0.000102493424,0.000020677971,0.000054247794,0.000021959515,0.00009068579,0.000012806978,0.00010992543,0.000026547918],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009927519,0.000027183358,0.00064702897,0.000023540726,0.000020175521,0.0000027114347,0.000268959,0.9300895,0.015147536,0.0004174066,0.00014952033,0.053196516],"study_design_scores_gemma":[0.00107722,0.000069956084,0.007928207,0.00006387971,0.000009317134,0.000018639385,0.00010687792,0.97124344,0.003943628,0.00087647175,0.014321654,0.00034070024],"about_ca_topic_score_codex":0.00008658269,"about_ca_topic_score_gemma":0.00006971633,"teacher_disagreement_score":0.052855816,"about_ca_system_score_codex":0.00010608357,"about_ca_system_score_gemma":0.0000041620665,"threshold_uncertainty_score":0.45797193},"labels":[],"label_agreement":null},{"id":"W2809584664","doi":"10.1061/9780784481707.028","title":"Design of Retaining Wall and Single Pile in Expansive Soils Using Unsaturated Soil Mechanics as a Tool","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Expansive clay; Geotechnical engineering; Expansive; Pile; Soil water; Soil mechanics; Geology; Environmental science; Soil science; Materials science","score_opus":0.02851569119322268,"score_gpt":0.233665386476104,"score_spread":0.20514969528288132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809584664","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.915197,0.0005078816,0.082871415,0.000022153514,0.00027508166,0.0003646545,0.000008486251,0.00042377878,0.00032952212],"genre_scores_gemma":[0.99787396,0.0001531681,0.001755988,0.00002760411,0.000053578104,0.000014763221,0.000022699951,0.00007156324,0.00002668743],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982114,0.00009556324,0.0005548664,0.00036915173,0.00023683082,0.000532207],"domain_scores_gemma":[0.9989515,0.00014407659,0.00012306709,0.0003951058,0.00026873918,0.00011754141],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004073768,0.00034517513,0.00046875197,0.00026291067,0.0001063293,0.00007457748,0.00020020986,0.00038341148,0.000016848146],"category_scores_gemma":[0.00036409535,0.00035380197,0.00005009329,0.00067235396,0.00009518477,0.00028469006,0.000047768,0.00037295072,0.000012035406],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053432654,0.000032545817,0.000015106022,0.0000972217,0.000048304657,0.0000152270395,0.0010854554,0.7874485,0.2093291,0.00015370292,0.0000508653,0.0016705166],"study_design_scores_gemma":[0.00061885425,0.00019822056,0.0001198366,0.00026688928,0.00003881074,0.0000280758,0.00021021836,0.95751715,0.039971396,0.00057282567,0.00004390337,0.00041380408],"about_ca_topic_score_codex":0.00026446537,"about_ca_topic_score_gemma":0.000074835036,"teacher_disagreement_score":0.17006865,"about_ca_system_score_codex":0.00015952658,"about_ca_system_score_gemma":0.00008213955,"threshold_uncertainty_score":0.9998914},"labels":[],"label_agreement":null},{"id":"W2811479798","doi":"10.1139/cgj-2018-0082","title":"Design procedure for landslide stabilization using sheet pile ribs","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"University of Alberta; Transport Canada","keywords":"Pile; Deflection (physics); Landslide; Sheet pile; Geotechnical engineering; Geology; Structural engineering; Engineering; Physics","score_opus":0.022400885161294678,"score_gpt":0.22564107270985317,"score_spread":0.2032401875485585,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2811479798","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013527002,0.000112721194,0.98496115,0.00014918637,0.000427351,0.0003509534,0.000020297608,0.000321034,0.00013029865],"genre_scores_gemma":[0.98736864,0.000026588676,0.011809275,0.00010514896,0.00056046085,0.00002276492,0.000014316156,0.00006941303,0.000023412505],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99875134,0.000023722481,0.0003408273,0.00017183453,0.00015665611,0.00055561453],"domain_scores_gemma":[0.99893665,0.000061017086,0.000038574304,0.0001889712,0.00022473354,0.00055004936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038663528,0.00018111763,0.00018939891,0.00022880452,0.00027726736,0.00010404136,0.00022092574,0.00027579852,0.000091972455],"category_scores_gemma":[0.00035405566,0.00018203491,0.000074731586,0.00035084045,0.0000623046,0.00015817599,0.000010718307,0.00034125012,0.00001230303],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008180415,0.000006305966,0.000020197996,0.000029983476,0.000014010793,0.0000042955958,0.000043287975,0.9925869,0.0015556213,0.00013527586,0.002954453,0.002641472],"study_design_scores_gemma":[0.00029315986,0.00013258457,0.000100639794,0.0000616967,0.000024900075,0.00013466224,0.000021925282,0.97635806,0.00074654084,0.0009613257,0.020911299,0.0002531812],"about_ca_topic_score_codex":0.00025344404,"about_ca_topic_score_gemma":0.0008724769,"teacher_disagreement_score":0.9738416,"about_ca_system_score_codex":0.00048579933,"about_ca_system_score_gemma":0.00030066748,"threshold_uncertainty_score":0.74231684},"labels":[],"label_agreement":null},{"id":"W2883077358","doi":"10.1007/s10706-018-0646-0","title":"On the Time-Dependent Behavior of EPS Geofoam: Experimental and Numerical Investigations","year":2018,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Hydrogeology; Geotechnical engineering; Structural engineering; Engineering; Forensic engineering","score_opus":0.009984458952112236,"score_gpt":0.19959188074752285,"score_spread":0.18960742179541062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2883077358","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96822774,0.00021274718,0.0301252,0.0002496279,0.00007686193,0.00022511857,0.0000069805124,0.00055977394,0.0003159521],"genre_scores_gemma":[0.99930227,0.000016414515,0.00045280647,0.000053149106,0.000050432256,0.000073970725,0.0000036820038,0.000020730264,0.00002654005],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99904066,0.00001681365,0.00027145175,0.00022382649,0.00016884711,0.0002784206],"domain_scores_gemma":[0.99936056,0.00024411872,0.000021250597,0.000206034,0.000028050703,0.00014001383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015910604,0.00020085249,0.00023054845,0.000057797624,0.00008335579,0.000020034418,0.00013577494,0.0001768915,0.0000916097],"category_scores_gemma":[0.0002549624,0.00014177336,0.000043399134,0.00018759203,0.00024909803,0.000046448193,0.00011627447,0.00031710663,0.000018742674],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022522283,0.00018544942,0.00013366889,0.00007108411,0.000048734273,0.000011271932,0.00012838075,0.82616276,0.11697612,0.05247995,0.0002648262,0.0035152289],"study_design_scores_gemma":[0.00024061065,0.0004507147,0.007018712,0.00004812237,0.000025838706,0.000037999722,0.000014226939,0.97615355,0.014002579,0.0009505651,0.00073890155,0.00031819794],"about_ca_topic_score_codex":0.0000064722203,"about_ca_topic_score_gemma":1.5672545e-7,"teacher_disagreement_score":0.14999077,"about_ca_system_score_codex":0.000019220473,"about_ca_system_score_gemma":0.0000037313005,"threshold_uncertainty_score":0.57813495},"labels":[],"label_agreement":null},{"id":"W2884051037","doi":"10.1061/(asce)gm.1943-5622.0001161","title":"Numerical Investigation of Axial Monotonic Performance of Reinforced Helical Pulldown Micropiles","year":2018,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University; Atlantic Industries (Canada)","funders":"","keywords":"Fibre-reinforced plastic; Finite element method; Structural engineering; Parametric statistics; Pile; Monotonic function; Foundation (evidence); Numerical analysis; Geotechnical engineering; Computer simulation; Materials science; Geology; Engineering; Mathematics","score_opus":0.0069912573863279695,"score_gpt":0.20502926423828777,"score_spread":0.1980380068519598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884051037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9020351,0.000063785,0.09689665,0.000057416208,0.0007995882,0.00004210748,0.000005178915,0.00002610459,0.00007405426],"genre_scores_gemma":[0.99829847,0.00018260183,0.0012667652,0.000012160022,0.00021123973,0.0000011642094,0.0000045942356,0.000013682084,0.0000093212075],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886155,0.0000108931235,0.0005932831,0.00005878531,0.00037271657,0.00010275379],"domain_scores_gemma":[0.9990041,0.000037832448,0.00020566501,0.000091796624,0.000604019,0.000056550172],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020666026,0.0000903935,0.00018732512,0.00017507518,0.00001239533,0.000009171082,0.00027992055,0.000089784255,0.000036886733],"category_scores_gemma":[0.00010671224,0.000085475884,0.00008633425,0.00015113264,0.000037596306,0.00014209143,0.000025347443,0.00015731838,0.0000046138407],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014227068,0.000024186955,0.00022513425,0.000091993315,0.00015041177,0.0000027318056,0.0002676329,0.74207735,0.24586041,0.0028886865,0.00012472068,0.008144457],"study_design_scores_gemma":[0.00037950958,0.00039798894,0.0006862002,0.00014207336,0.000014713372,0.000044421773,0.000014493134,0.7584281,0.23888995,0.00037254835,0.00053574896,0.00009428903],"about_ca_topic_score_codex":0.0000062530044,"about_ca_topic_score_gemma":5.9658646e-7,"teacher_disagreement_score":0.09626335,"about_ca_system_score_codex":0.00007153117,"about_ca_system_score_gemma":0.000041686395,"threshold_uncertainty_score":0.34856054},"labels":[],"label_agreement":null},{"id":"W2884515400","doi":"10.1088/1742-6596/1049/1/012103","title":"Freezing/Thawing Weathering Resistance of Solidified Mine Tailings Matrices","year":2018,"lang":"en","type":"article","venue":"Journal of Physics Conference Series","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Concordia University","keywords":"Tailings; Durability; Weathering; Environmental science; Portland cement; Fly ash; Waste management; Slag (welding); Metallurgy; Mining engineering; Cement; Geology; Materials science; Engineering; Geochemistry; Composite material","score_opus":0.0139264313002213,"score_gpt":0.21353487182818698,"score_spread":0.19960844052796567,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884515400","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8211832,0.0003989775,0.1764421,0.000069797316,0.00037729542,0.000047006193,0.000004020523,0.000092257855,0.0013853416],"genre_scores_gemma":[0.9965508,0.0001873563,0.0028829593,0.0000028928114,0.00028000207,0.0000010178502,7.4517084e-7,0.00002078274,0.00007345507],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999156,0.000010448876,0.0004022896,0.00007196153,0.00020164218,0.00015763765],"domain_scores_gemma":[0.9992907,0.00003811082,0.00017009019,0.00013951404,0.00031029628,0.00005128413],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016095977,0.00012654788,0.00027796923,0.0000604036,0.000041717496,0.00003268523,0.00018856097,0.00005927853,0.0000150210035],"category_scores_gemma":[0.000066145614,0.000118362026,0.000077074495,0.00022320356,0.00009518717,0.00035919278,0.000021243446,0.00016575839,0.0000020918199],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011639484,0.000067388304,0.00026210083,0.0008673122,0.00017345784,0.00000950566,0.00507719,0.14779113,0.8038689,0.024089688,0.00021982093,0.01745711],"study_design_scores_gemma":[0.0003794969,0.00024989236,0.00041200858,0.0007099391,0.000052564283,0.000012584818,0.00054051215,0.015161294,0.96936,0.010452717,0.0023612045,0.00030778477],"about_ca_topic_score_codex":0.0000058034598,"about_ca_topic_score_gemma":0.000013252237,"teacher_disagreement_score":0.1753676,"about_ca_system_score_codex":0.00002607313,"about_ca_system_score_gemma":0.000029300561,"threshold_uncertainty_score":0.48266634},"labels":[],"label_agreement":null},{"id":"W2884666117","doi":"10.1016/j.sandf.2018.06.003","title":"Characterizing cyclic and static moduli and strength of compacted pavement subgrade soils considering moisture variation","year":2018,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Ottawa","funders":"Ministère des Transports","keywords":"Subgrade; Geotechnical engineering; Soil water; Compaction; Water content; Compressive strength; Modulus; Moisture; Materials science; Environmental science; Geology; Soil science; Composite material","score_opus":0.013319576950162776,"score_gpt":0.22613787815883482,"score_spread":0.21281830120867204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884666117","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9791292,0.00012875196,0.020115722,0.00012386468,0.00008743147,0.00012176987,0.000019482844,0.000120541896,0.00015321172],"genre_scores_gemma":[0.99861026,0.00023823553,0.0010286724,0.000015386831,0.000037846283,0.000009430736,0.00003902699,0.000014411062,0.000006759089],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99943954,0.000012899688,0.00021084295,0.00012945803,0.000075424665,0.00013183059],"domain_scores_gemma":[0.99968934,0.00006359833,0.00003939495,0.00010044936,0.000039546067,0.00006769563],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000086138054,0.00011028524,0.0001495266,0.00007008022,0.00011039127,0.000059985156,0.000024233283,0.000057264664,0.000009094309],"category_scores_gemma":[0.000042767977,0.00011221811,0.000012547631,0.000110302084,0.00008868435,0.00014151396,0.000019915777,0.00007989242,6.828029e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047663532,0.00042015294,0.016966242,0.0039322507,0.00092157087,0.0000058548703,0.036700908,0.109987445,0.6250605,0.076964736,0.00019565885,0.12879701],"study_design_scores_gemma":[0.0006642778,0.00011809107,0.2784197,0.00014134184,0.00007084205,0.000008428013,0.00030624235,0.71453655,0.0022205638,0.0025392768,0.00066465675,0.00031003248],"about_ca_topic_score_codex":0.00007194862,"about_ca_topic_score_gemma":0.00006278011,"teacher_disagreement_score":0.6228399,"about_ca_system_score_codex":0.000018079329,"about_ca_system_score_gemma":0.000008170994,"threshold_uncertainty_score":0.4576122},"labels":[],"label_agreement":null},{"id":"W2884724869","doi":"10.1680/jgein.18.00032","title":"Evaluation of tensile load model accuracy for PET strap MSE walls","year":2018,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geosynthetics; Reinforcement; Stiffness; Structural engineering; Ultimate tensile strength; Geogrid; Mechanically stabilized earth; Geotechnical engineering; Materials science; Mathematics; Engineering; Composite material","score_opus":0.036911299646772415,"score_gpt":0.293334231652962,"score_spread":0.2564229320061896,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884724869","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44177952,0.000075834294,0.54410803,0.00016447164,0.0012108278,0.0003959378,0.000205852,0.00027164744,0.011787884],"genre_scores_gemma":[0.99518347,0.000016322412,0.004502352,0.0000095778605,0.00012021932,0.000035691886,0.000035793477,0.000021382086,0.00007517557],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99893343,0.0000094362995,0.00023110377,0.000121063094,0.00057721883,0.00012774026],"domain_scores_gemma":[0.99843466,0.0000662526,0.000038911374,0.0001664225,0.0012611493,0.000032614385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006141068,0.00009405639,0.00009472071,0.000064660126,0.000025347945,0.000015689333,0.00016653773,0.00005302807,0.00011962255],"category_scores_gemma":[0.00083995087,0.00009845727,0.000058183326,0.0000576626,0.000040068007,0.00007438486,0.00002094589,0.00006124271,0.000013207942],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000061385554,0.000026336464,0.0000036817617,0.000015418434,0.000030014971,7.699281e-8,0.000104944425,0.97823125,0.0058897207,0.002604198,0.00037557996,0.012712609],"study_design_scores_gemma":[0.00030424076,0.000027002967,0.000082602666,0.000024955045,0.00004118806,0.0000028070936,0.000015390779,0.9836801,0.0074274377,0.006487131,0.0018068019,0.00010031339],"about_ca_topic_score_codex":0.000005533528,"about_ca_topic_score_gemma":0.000015698242,"teacher_disagreement_score":0.553404,"about_ca_system_score_codex":0.00014048826,"about_ca_system_score_gemma":0.000059176196,"threshold_uncertainty_score":0.4014971},"labels":[],"label_agreement":null},{"id":"W2886371048","doi":"10.1139/cgj-2018-0071","title":"Evaluation of the accuracy of design methods for geosynthetic-reinforced piled embankments","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Ministério da Educação; Conselho Nacional de Desenvolvimento Científico e Tecnológico","keywords":"Geotechnical engineering; Pile; Structural engineering; Reinforcement; Settlement (finance); Levee; Geosynthetics; Engineering; Computer science","score_opus":0.043621041047311786,"score_gpt":0.311532557731195,"score_spread":0.2679115166838832,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2886371048","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016801272,0.00018822159,0.9815519,0.00011586224,0.00050666457,0.00056723075,0.000011827431,0.000047877707,0.00020913506],"genre_scores_gemma":[0.9895029,0.00002051383,0.010309113,0.00002235424,0.00007907252,0.000027031121,0.000001520412,0.000024984243,0.000012522209],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986484,0.00016027973,0.0004749487,0.00009402773,0.0003356949,0.00028663522],"domain_scores_gemma":[0.99839497,0.00027758226,0.00011663528,0.0003067468,0.00069963746,0.00020442616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0033885755,0.00011936144,0.00020193544,0.00014819721,0.00010753451,0.000017309285,0.00036293437,0.00017681763,0.000094809824],"category_scores_gemma":[0.0037526856,0.000094370815,0.00013832777,0.0002999847,0.0001059082,0.00007088398,0.000017536437,0.00023270787,0.0000016913212],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005730019,0.0000039469455,0.0000014556393,0.000017578353,0.000037398113,8.650967e-8,0.000042131433,0.92593735,0.010370238,0.00023467459,0.00035575064,0.06299363],"study_design_scores_gemma":[0.00038347533,0.000091186266,0.00035672777,0.000079934725,0.00012016499,0.000015171901,0.00001212896,0.97193736,0.022369238,0.0016541866,0.0028755134,0.00010490924],"about_ca_topic_score_codex":0.0002940436,"about_ca_topic_score_gemma":0.00014251452,"teacher_disagreement_score":0.9727016,"about_ca_system_score_codex":0.0002905646,"about_ca_system_score_gemma":0.00041919973,"threshold_uncertainty_score":0.44925863},"labels":[],"label_agreement":null},{"id":"W2886591261","doi":"10.1139/cgj-2018-0074","title":"Reliability-based design of internal limit states for mechanically stabilized earth walls using geosynthetic reinforcement","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; Royal Military College of Canada","funders":"","keywords":"Limit state design; Mechanically stabilized earth; Reinforcement; Reliability (semiconductor); Stiffness; Geosynthetics; Structural engineering; Engineering; Ultimate tensile strength; Limit (mathematics); Geogrid; Geotechnical engineering; Mathematics; Materials science","score_opus":0.017661625144816326,"score_gpt":0.21878156985259986,"score_spread":0.20111994470778355,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2886591261","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.033556774,0.000059686357,0.96522343,0.00010210223,0.0003438361,0.00047448414,0.000033802517,0.0001675229,0.00003836811],"genre_scores_gemma":[0.97369206,0.00002498314,0.02593716,0.00011418745,0.00012693668,0.000020606572,0.0000056746794,0.00006389793,0.000014493857],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979151,0.000063576095,0.0008174857,0.00023491583,0.00029730445,0.00067161623],"domain_scores_gemma":[0.9982337,0.00026704106,0.000107899985,0.00038435686,0.00035030206,0.0006567098],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011003066,0.0002546474,0.00038340606,0.00030494394,0.00015370539,0.0000641277,0.00040067252,0.00027432627,0.00017005825],"category_scores_gemma":[0.0006220594,0.000245088,0.00019562918,0.00028114344,0.00015351435,0.00011122149,0.00002348698,0.00045502558,0.000006454493],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005864592,0.000016433654,0.0000019657414,0.000053885982,0.000029344403,0.000004229939,0.000028110286,0.984815,0.012426225,0.00015628219,0.00012317266,0.0022866863],"study_design_scores_gemma":[0.00063688296,0.0005164047,0.0000247777,0.00017397743,0.00004743354,0.00003046679,0.000016911179,0.9841788,0.008406233,0.0013703766,0.00432848,0.0002692593],"about_ca_topic_score_codex":0.00084071554,"about_ca_topic_score_gemma":0.00044986588,"teacher_disagreement_score":0.9401353,"about_ca_system_score_codex":0.000462115,"about_ca_system_score_gemma":0.0004393579,"threshold_uncertainty_score":0.99943995},"labels":[],"label_agreement":null},{"id":"W2889816929","doi":"10.1520/gtj20180024","title":"Compaction Effort for Uniform Laboratory-Prepared Cohesionless Soil Bed","year":2018,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Compaction; Geology; Soil compaction","score_opus":0.021661764244733726,"score_gpt":0.24632671272439804,"score_spread":0.2246649484796643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2889816929","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48880768,0.000078531884,0.50690377,0.00013749377,0.00093229197,0.00029747927,0.000020128367,0.002196162,0.0006264516],"genre_scores_gemma":[0.98772615,0.000013084124,0.011395358,0.00004502162,0.0007084313,0.000024008179,0.000010272013,0.00006251596,0.000015153546],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985553,0.000017097582,0.00050055725,0.00019260804,0.00026160243,0.0004728204],"domain_scores_gemma":[0.99871296,0.00023739779,0.000091735026,0.0002616856,0.00046174292,0.00023448103],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00072788156,0.0002178446,0.00026884905,0.00012688055,0.0003426469,0.0001062877,0.00025228484,0.00024800896,0.000022424907],"category_scores_gemma":[0.0012410895,0.00020682754,0.00009964901,0.00052969216,0.00011493348,0.00017503714,0.0000368945,0.00051211123,0.000018982457],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003465276,0.00005710304,0.00022142721,0.0001039264,0.000044271586,0.000006376888,0.000055899487,0.9629,0.01730438,0.00027978118,0.0036756922,0.015316505],"study_design_scores_gemma":[0.00064347615,0.0003352966,0.0014446068,0.00017566246,0.000039291117,0.00013300416,0.000022005715,0.978926,0.005098193,0.0015399837,0.01128592,0.0003565469],"about_ca_topic_score_codex":0.0000044740063,"about_ca_topic_score_gemma":0.0000037327882,"teacher_disagreement_score":0.49891847,"about_ca_system_score_codex":0.00018805738,"about_ca_system_score_gemma":0.00005846011,"threshold_uncertainty_score":0.84341824},"labels":[],"label_agreement":null},{"id":"W2889819782","doi":"","title":"Report on Driftwood Use Prepared for the Gwich’in Renewable Resource Board and Dr. Ross Wein, University of Alberta","year":2001,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Resource (disambiguation); On board; Operations research; Engineering; Geography; Archaeology; Computer science","score_opus":0.010004145411883361,"score_gpt":0.19050202275098363,"score_spread":0.18049787733910028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2889819782","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91243994,0.00016008713,0.07365874,0.0005279955,0.00011438645,0.0006077858,0.0000054877405,0.00048772164,0.011997871],"genre_scores_gemma":[0.9936482,0.000073139214,0.00031934463,0.000007453363,0.00000947137,0.0000025201666,0.000007764774,0.000013370179,0.005918775],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995617,0.0000067587052,0.00012093981,0.00012246896,0.00006447925,0.0001236498],"domain_scores_gemma":[0.9994617,0.00022776218,0.000016982458,0.00024349934,0.000018273982,0.000031742566],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011990693,0.00007133409,0.00010608877,0.000030167488,0.000033800945,0.000011234517,0.000069421985,0.00006690847,0.0000061086976],"category_scores_gemma":[0.00013397675,0.00006116436,0.000029960836,0.0001283748,0.000029322604,0.000050597184,0.000017453202,0.000052908366,4.3547863e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025386737,0.000013747191,0.0007442716,0.000017150955,0.000013080637,0.00000822253,0.00015082401,0.9959009,0.0001125676,0.00020364535,0.0025382028,0.00027198845],"study_design_scores_gemma":[0.0006283138,0.000067209105,0.009745929,0.000047073292,0.00002645192,0.000011527358,0.00019205737,0.7573215,0.00040794074,0.000078938094,0.23130123,0.00017184077],"about_ca_topic_score_codex":0.0032517437,"about_ca_topic_score_gemma":0.00515051,"teacher_disagreement_score":0.23857942,"about_ca_system_score_codex":0.000024990743,"about_ca_system_score_gemma":0.00000495712,"threshold_uncertainty_score":0.49156854},"labels":[],"label_agreement":null},{"id":"W2890468290","doi":"10.1016/j.geotexmem.2017.08.010","title":"Geotextiles and Geomembranes: Best papers in 2016","year":2017,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geomembrane; Geotextile; Forensic engineering; Geotechnical engineering; Engineering; Civil engineering; Environmental science","score_opus":0.005699149795266353,"score_gpt":0.19436432502708492,"score_spread":0.18866517523181858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2890468290","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9890062,0.0032436727,0.000015438301,0.00031786322,0.00029709633,0.00023032005,0.000024913681,0.00028895825,0.0065755295],"genre_scores_gemma":[0.99228036,0.006768516,0.000006074232,0.000029082752,0.00010196725,0.000033157605,0.000013686511,0.00004997404,0.00071716384],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99862254,0.00001490043,0.00032239547,0.00038309384,0.0001641734,0.00049290375],"domain_scores_gemma":[0.9991368,0.00009004118,0.000053597818,0.0005129717,0.000026333028,0.00018027479],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020108264,0.00033097973,0.0003891833,0.0001605384,0.00030288618,0.000249437,0.000250263,0.00023738385,0.00006825814],"category_scores_gemma":[0.0001069471,0.00031052204,0.000056518584,0.00008706577,0.00020719258,0.0002887919,0.00011808951,0.00024913714,0.000027624048],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009928409,0.000026078758,0.00013108154,0.00044283696,0.000022384185,0.000022212753,0.00028030496,0.9241721,0.001526624,0.00042292647,0.000050676383,0.07289283],"study_design_scores_gemma":[0.0016659014,0.000107486034,0.086780526,0.0005121708,0.000050682687,0.00008058685,0.00055109896,0.85036886,0.000045599598,0.0009741663,0.057754476,0.0011084675],"about_ca_topic_score_codex":0.00035673546,"about_ca_topic_score_gemma":0.00025715612,"teacher_disagreement_score":0.08664944,"about_ca_system_score_codex":0.000021170375,"about_ca_system_score_gemma":0.0000132773575,"threshold_uncertainty_score":0.9999347},"labels":[],"label_agreement":null},{"id":"W2891767744","doi":"","title":"Reinforced Shotcrete Performance: Quantifying the Influence of Ground Support Installation Sequence","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Barrick Gold (Canada); University of British Columbia","funders":"","keywords":"Shotcrete; Sequence (biology); Forensic engineering; Engineering; Geology; Geotechnical engineering; Computer science","score_opus":0.01888846939309602,"score_gpt":0.22619848026133552,"score_spread":0.2073100108682395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2891767744","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6943195,0.00005041918,0.30255863,0.00006687633,0.0009743098,0.0005458936,0.00002559059,0.00076632824,0.00069245754],"genre_scores_gemma":[0.9988874,0.00041479972,0.00019986805,0.00006782386,0.00013721592,0.000050686253,0.000051509214,0.000092086564,0.00009858431],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99758226,0.00003689769,0.00078796863,0.0003948427,0.00057419017,0.0006238608],"domain_scores_gemma":[0.9982893,0.00008281269,0.00018192115,0.00080547435,0.00049767585,0.00014284022],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00068736175,0.00040689856,0.0003861564,0.0002070993,0.0003153516,0.000072385104,0.0006235556,0.00034087602,0.000060498944],"category_scores_gemma":[0.00012509922,0.00036257546,0.00011355565,0.0010608493,0.000022710668,0.000546779,0.00017371213,0.00043427895,0.0000794254],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016016389,0.000005763561,0.000003814865,0.00018664631,0.00002765574,0.0000010164194,0.00039202272,0.7640158,0.22199355,0.013071697,0.000023554165,0.00026245785],"study_design_scores_gemma":[0.00028602127,0.00034437596,0.000034129356,0.00012904554,0.000045438384,0.000028738395,0.000088411405,0.9576543,0.039194975,0.000704338,0.0010716999,0.00041854093],"about_ca_topic_score_codex":0.00004176943,"about_ca_topic_score_gemma":0.00001811426,"teacher_disagreement_score":0.30456793,"about_ca_system_score_codex":0.00018467213,"about_ca_system_score_gemma":0.00008955528,"threshold_uncertainty_score":0.99988264},"labels":[],"label_agreement":null},{"id":"W2892693054","doi":"","title":"Soil-Structure Interaction Analysis of Monopile Foundations Supporting Offshore Wind Turbines","year":2018,"lang":"en","type":"dissertation","venue":"UWSpace (University of Waterloo)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Waterloo","keywords":"Offshore wind power; Wind power; Marine engineering; Submarine pipeline; Engineering; Soil structure interaction; Geology; Geotechnical engineering; Structural engineering; Finite element method; Electrical engineering","score_opus":0.006615948366104499,"score_gpt":0.20695442446853474,"score_spread":0.20033847610243025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2892693054","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985254,0.000027801148,0.00042309528,0.000028083881,0.00037288413,0.00011132777,0.0001010984,0.00014420389,0.0002661055],"genre_scores_gemma":[0.9848675,0.000040982228,0.000581681,9.906827e-7,0.00003741856,2.1698025e-7,0.0030497978,0.000028351928,0.011393028],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99920464,0.0000145222975,0.00022427895,0.00020742713,0.00018109549,0.00016804136],"domain_scores_gemma":[0.99922466,0.000026578558,0.00020138363,0.00026066133,0.00022207113,0.000064646316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006329431,0.00019587827,0.0004511791,0.00062659546,0.000074652446,0.000012946031,0.00018803684,0.0003101108,0.00038011963],"category_scores_gemma":[0.000039596638,0.00023661446,0.00022744817,0.0007034862,0.000040902665,0.00017669011,0.000020032148,0.00020423214,0.000005082635],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000458394,0.000034032746,0.00066133484,0.0008103734,0.0014859282,0.0000028116754,0.041699138,0.93637025,0.015257657,0.000057900073,0.0007599975,0.002814735],"study_design_scores_gemma":[0.00047589224,0.00014456749,0.033634722,0.00037210225,0.004312096,0.0000015867283,0.07023743,0.8759504,0.012587431,0.00016396941,0.0012973507,0.00082246587],"about_ca_topic_score_codex":0.003276389,"about_ca_topic_score_gemma":0.029334247,"teacher_disagreement_score":0.060419865,"about_ca_system_score_codex":0.000072460745,"about_ca_system_score_gemma":0.000027354126,"threshold_uncertainty_score":0.98837787},"labels":[],"label_agreement":null},{"id":"W2893333239","doi":"10.3390/app8101721","title":"Theoretical and Numerical Analyses of Earth Pressure Coefficient along the Centerline of Vertical Openings with Granular Fills","year":2018,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Degree Rankine; Lateral earth pressure; Geotechnical engineering; Overburden pressure; Geology; Mechanics; Granular material; Pressure coefficient; Physics; Thermodynamics","score_opus":0.00927485134880755,"score_gpt":0.23464614309201992,"score_spread":0.22537129174321238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2893333239","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88080305,0.00016287946,0.117061496,0.000058625657,0.00002883735,0.00012725781,0.0000029511805,0.000051722996,0.0017032088],"genre_scores_gemma":[0.9991362,0.0000060816747,0.0008243351,0.000010378457,0.000011935759,0.000004176298,7.3174994e-7,0.000005010098,0.0000011555177],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99934536,0.000011136787,0.0001520377,0.00012458603,0.00023125006,0.00013562666],"domain_scores_gemma":[0.9996947,0.00010468175,0.000015021139,0.000113859736,0.000032179105,0.000039526134],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002352649,0.00007342488,0.00013947368,0.000030192123,0.000059390746,0.000015832138,0.00015558579,0.00003157255,0.0000319146],"category_scores_gemma":[0.000031060794,0.000040471466,0.00001655544,0.00033697102,0.0012822933,0.00002614752,0.000033540022,0.00006207025,7.8023095e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047729172,0.000054136057,0.0013174174,0.00009780758,0.0000484102,6.4647224e-7,0.00072847423,0.7757589,0.06869857,0.15107979,0.000028394881,0.0021396864],"study_design_scores_gemma":[0.00018868728,0.00023415516,0.003950519,0.000030414352,0.000041247356,0.0000032250466,0.00010948156,0.8898942,0.1049232,0.0003130693,0.00021321823,0.000098621356],"about_ca_topic_score_codex":0.000011583193,"about_ca_topic_score_gemma":0.0000023324578,"teacher_disagreement_score":0.15076673,"about_ca_system_score_codex":0.0000013441427,"about_ca_system_score_gemma":0.000008244561,"threshold_uncertainty_score":0.47246632},"labels":[],"label_agreement":null},{"id":"W2894628912","doi":"10.22215/etd/2015-11144","title":"An Innovative Foundation System For Bollards and Barriers","year":2015,"lang":"en","type":"dissertation","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Foundation (evidence); Pile; Engineering; Civil engineering; Simple (philosophy); Shallow foundation; Geotechnical engineering; Construction engineering; Bearing capacity","score_opus":0.007645230633304816,"score_gpt":0.2490347175712045,"score_spread":0.24138948693789966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2894628912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7932959,0.0005460411,0.16257188,0.000013961538,0.00398554,0.0017540089,0.00010222466,0.004539638,0.033190813],"genre_scores_gemma":[0.9964156,0.000012655539,0.00071667443,0.0000026205648,0.00008286457,0.00013091655,0.0022291602,0.00006709976,0.0003423882],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999349,0.000007755745,0.00021356782,0.0001694354,0.00012637628,0.00013385106],"domain_scores_gemma":[0.9993544,0.000018378025,0.000030535575,0.00013886925,0.000348412,0.000109370005],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019056197,0.00018032307,0.00020394323,0.000116655356,0.000045327954,0.000057860336,0.00006341984,0.00029191552,0.0000064481783],"category_scores_gemma":[0.00009565522,0.00018326839,0.000019982432,0.00021446234,0.0000071795876,0.00012063356,0.0000024202277,0.00011125919,0.0000025960576],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013017692,0.000024693567,0.00004873086,0.00916118,0.00028761692,0.0000018991915,0.0054481737,0.8369187,0.0085986955,0.03016606,0.002244099,0.10696995],"study_design_scores_gemma":[0.0005336645,0.00013116904,0.0003977284,0.0001698692,0.000058538215,0.0000021708317,0.0045728567,0.9831571,0.0016843608,0.00044691988,0.008257078,0.0005885251],"about_ca_topic_score_codex":0.000013093897,"about_ca_topic_score_gemma":0.000036919835,"teacher_disagreement_score":0.20311972,"about_ca_system_score_codex":0.00013470584,"about_ca_system_score_gemma":0.000054317265,"threshold_uncertainty_score":0.7473468},"labels":[],"label_agreement":null},{"id":"W2894920896","doi":"10.1061/(asce)gm.1943-5622.0001300","title":"Bearing Capacity of a Group of Stone Columns in Soft Soil Subjected to Local or Punching Shear Failures","year":2018,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; Golder Associates (Canada)","funders":"","keywords":"Bearing capacity; Geotechnical engineering; Settlement (finance); Punching; Foundation (evidence); Structural engineering; Shear (geology); Bearing (navigation); Engineering; Geology; Computer science; Mechanical engineering","score_opus":0.010890457231515632,"score_gpt":0.22611062093268827,"score_spread":0.21522016370117264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2894920896","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5414551,0.000023151639,0.45804015,0.000040375067,0.00036021904,0.00003793413,0.000006204489,0.000019141644,0.000017727838],"genre_scores_gemma":[0.9967513,0.000020139238,0.0030833785,0.0000129920745,0.00010507734,0.0000012408061,0.0000019206657,0.000018488758,0.000005474269],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99880743,0.000016189057,0.00053456484,0.000081373866,0.00041692858,0.00014351374],"domain_scores_gemma":[0.9992133,0.00007090887,0.00012507534,0.00009312492,0.0004278642,0.00006977074],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004045128,0.00009865579,0.00024326667,0.0002928795,0.000013829408,0.000014603918,0.00029734618,0.00009038405,0.00005355923],"category_scores_gemma":[0.0003092162,0.000096370386,0.00006983128,0.0002479808,0.000027403858,0.00012476226,0.000053297234,0.00022714779,0.0000026185487],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012362536,0.00008015,0.000116516065,0.00005639867,0.000086165615,0.000012281608,0.00090792374,0.91938984,0.06959318,0.0006569408,0.000032054802,0.008944924],"study_design_scores_gemma":[0.0012628724,0.0006987188,0.0033359118,0.0007465726,0.000026329906,0.000111803594,0.00043977425,0.96016157,0.030294843,0.0018305132,0.00082844,0.00026266344],"about_ca_topic_score_codex":0.00030165818,"about_ca_topic_score_gemma":0.0009105961,"teacher_disagreement_score":0.4552962,"about_ca_system_score_codex":0.000134196,"about_ca_system_score_gemma":0.00003414465,"threshold_uncertainty_score":0.392987},"labels":[],"label_agreement":null},{"id":"W2896625973","doi":"10.1155/2018/3281269","title":"Experimental Investigation on the Behavior of Iron Powder‐Reinforced Sand under Electromagnetic Field","year":2018,"lang":"en","type":"article","venue":"Advances in Materials Science and Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Materials science; Brittleness; Stress (linguistics); Stiffness; Stress–strain curve; Composite material; Electromagnetic field; Nonlinear system; Iron powder; Field (mathematics); Geotechnical engineering; Deformation (meteorology); Geology; Mathematics","score_opus":0.007818758179306343,"score_gpt":0.2219666079258317,"score_spread":0.21414784974652534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2896625973","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99842715,0.00019212229,0.0007193731,0.000017220545,0.00026577708,0.00012807504,7.7224126e-7,0.00007015206,0.00017935669],"genre_scores_gemma":[0.9996267,0.000055028755,0.00020771229,0.00002001448,0.000031705877,0.000046194764,6.9880514e-7,0.0000090534695,0.0000028883064],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99938905,0.000004650167,0.0001604246,0.000112691356,0.0001537313,0.000179428],"domain_scores_gemma":[0.999765,0.00004818508,0.000015832402,0.000115473435,0.00002354947,0.000031986026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022481091,0.000091591326,0.000093537325,0.00009031735,0.00004403382,0.000030115854,0.00011439696,0.00003526191,0.00002103013],"category_scores_gemma":[0.000069103415,0.00007345453,0.0000071993118,0.0002714313,0.00013025569,0.00023781718,0.000020114741,0.000052589363,0.000001634099],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000023133566,0.0000020908974,0.0000071773266,0.000020492364,3.7266392e-7,1.5913909e-7,0.00008820969,0.11281585,0.88469505,0.0020574962,0.0000014457601,0.00030932712],"study_design_scores_gemma":[0.00007814833,0.00014708648,0.00069773896,0.000047331847,0.000001879164,0.0000028825668,0.000041733445,0.036737226,0.9620772,0.000052906653,0.000026250533,0.00008963033],"about_ca_topic_score_codex":0.000007046005,"about_ca_topic_score_gemma":9.1658035e-7,"teacher_disagreement_score":0.077382125,"about_ca_system_score_codex":0.000037351365,"about_ca_system_score_gemma":0.000008245989,"threshold_uncertainty_score":0.29953888},"labels":[],"label_agreement":null},{"id":"W2898105576","doi":"10.1139/cgj-2018-0180","title":"Centrifugal and numerical modeling of stiffened deep mixed column-supported embankment with slab over soft clay","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Levee; Geotechnical engineering; Slab; Pile; Consolidation (business); Geology; Structural engineering; Engineering","score_opus":0.006349876029556583,"score_gpt":0.18398670563558658,"score_spread":0.17763682960603,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898105576","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34315532,0.00024668578,0.6556005,0.00015735289,0.0002489081,0.00018542506,0.000016458125,0.00019161365,0.00019773851],"genre_scores_gemma":[0.9980794,0.000037182348,0.0016184327,0.000055224136,0.00013787056,0.000006244087,0.0000076235624,0.000047797806,0.000010210331],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99844116,0.000025800944,0.00047804427,0.00020322442,0.00029069465,0.00056107796],"domain_scores_gemma":[0.99868757,0.000041631283,0.000056479228,0.0002186306,0.0001679416,0.0008277223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025190524,0.0002141663,0.00031143246,0.00020656748,0.00014168149,0.000059522772,0.00018959798,0.00025334445,0.00013381366],"category_scores_gemma":[0.00013292726,0.00019830339,0.00006276757,0.0003440273,0.00012422621,0.00010671137,0.000023694354,0.00053099426,0.0000047242743],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026332884,0.00001702733,0.00021540363,0.000028362643,0.000055771783,0.000039990024,0.000055560078,0.9920527,0.0014888805,0.000106491374,0.0002838614,0.0056296634],"study_design_scores_gemma":[0.0005783082,0.00021104721,0.0016079077,0.00007641904,0.000040980205,0.00019969688,0.000025912941,0.9941461,0.0004378194,0.00015458214,0.0022627967,0.00025842857],"about_ca_topic_score_codex":0.0013264646,"about_ca_topic_score_gemma":0.0015953386,"teacher_disagreement_score":0.6549241,"about_ca_system_score_codex":0.00026907693,"about_ca_system_score_gemma":0.00018481654,"threshold_uncertainty_score":0.8086577},"labels":[],"label_agreement":null},{"id":"W2898332604","doi":"10.1007/978-3-030-01917-4_14","title":"Experimental Investigation on Stone Columns in Cohesive Soil","year":2018,"lang":"en","type":"book-chapter","venue":"Sustainable civil infrastructures","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Geotechnical engineering; Bearing capacity; Shearing (physics); Compaction; Stiffness; Settlement (finance); Materials science; Structural engineering; Geology; Engineering; Computer science","score_opus":0.0072179354980261715,"score_gpt":0.19510311866507346,"score_spread":0.18788518316704728,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898332604","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16414824,0.002467043,0.00134709,0.000068341826,0.0014090884,0.0019991382,0.00010126111,0.0021589191,0.82630086],"genre_scores_gemma":[0.9397737,0.00004913229,0.00007898805,0.00007257495,0.00028270215,0.000070234026,0.00016976769,0.00019164049,0.05931128],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99835026,0.00001476736,0.00041340146,0.00038877712,0.0003273727,0.0005054295],"domain_scores_gemma":[0.9991992,0.000054918833,0.00007820761,0.00039738102,0.00013264417,0.00013764644],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00012301121,0.00050057966,0.0004293291,0.0004274089,0.000085600164,0.00007026692,0.00021823062,0.0006348538,0.0009746618],"category_scores_gemma":[0.00008440997,0.0005604294,0.00008966822,0.0001212674,0.00018401735,0.00012348001,0.00007351369,0.0006296423,0.000041693034],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027311125,0.000011904349,0.000015929741,0.0005337337,0.000055545417,0.00007554741,0.0012269056,0.923415,0.00061281933,0.055092756,0.018641239,0.00029130597],"study_design_scores_gemma":[0.003981835,0.0018030264,0.0038532938,0.0023183576,0.00017994168,0.000060153376,0.004274587,0.10444244,0.039701663,0.5691366,0.26360017,0.006647949],"about_ca_topic_score_codex":0.000079773316,"about_ca_topic_score_gemma":0.00012090315,"teacher_disagreement_score":0.8189726,"about_ca_system_score_codex":0.0008799871,"about_ca_system_score_gemma":0.000090398724,"threshold_uncertainty_score":0.9999386},"labels":[],"label_agreement":null},{"id":"W2898438887","doi":"10.1520/gtj20170091","title":"Strategies for One Dimensional (1D) Compression Testing of Large-Particle-Sized Tire Derived Aggregate","year":2018,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Materials science; Compression (physics); Creep; Particle (ecology); Aggregate (composite); Scrap; Particle size; Load cell; Geotechnical engineering; Structural engineering; Compressive strength; Composite material; Engineering; Geology","score_opus":0.04110212886197543,"score_gpt":0.2639245576336239,"score_spread":0.22282242877164846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898438887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71452165,0.00020000934,0.28374535,0.00007966856,0.00024315844,0.00020952849,0.0000114871045,0.00078058493,0.00020858308],"genre_scores_gemma":[0.9445925,0.000006055439,0.055014517,0.000021066859,0.00028730356,0.000015389967,0.00000497847,0.000050886658,0.0000073187593],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981901,0.000040087394,0.0006894467,0.00020975243,0.00033048214,0.0005400979],"domain_scores_gemma":[0.9981141,0.0007670319,0.00017269081,0.00022848783,0.0005296915,0.00018796332],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074163044,0.00022295535,0.00036541547,0.00008226051,0.0002988355,0.00007427962,0.00024834424,0.00019908919,0.000024369438],"category_scores_gemma":[0.0024285386,0.00020778329,0.00010388826,0.00046268955,0.00016236835,0.0001920158,0.00008322281,0.00049411086,0.0000061346454],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038716385,0.000096387,0.000111815505,0.00014021291,0.00003610132,0.000004792135,0.000047676698,0.58872145,0.39022863,0.00041924743,0.00014969369,0.020005269],"study_design_scores_gemma":[0.0009463731,0.0003526066,0.0017146397,0.00073531934,0.00004070636,0.00008459427,0.000032842647,0.9784517,0.014319729,0.0027889083,0.00027859517,0.00025397577],"about_ca_topic_score_codex":0.0000055392247,"about_ca_topic_score_gemma":0.0000017809124,"teacher_disagreement_score":0.38973027,"about_ca_system_score_codex":0.00005687021,"about_ca_system_score_gemma":0.00008016085,"threshold_uncertainty_score":0.84731567},"labels":[],"label_agreement":null},{"id":"W2899916394","doi":"","title":"Numerical Modeling And Shear Strength Estimates of Bi-planar Dip Slope Failures","year":2007,"lang":"en","type":"article","venue":"11th ISRM Congress","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Geology; Shear (geology); Shear strength (soil); Numerical modeling; Geotechnical engineering; Planar; Geometry; Mathematics; Computer science; Geophysics; Soil science","score_opus":0.009028865963642607,"score_gpt":0.2225167831627022,"score_spread":0.2134879171990596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2899916394","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6071898,0.0011084176,0.38950437,0.000051352396,0.0002996088,0.00013161052,0.0000123302125,0.00055845955,0.0011440961],"genre_scores_gemma":[0.9963732,0.00006282002,0.0034744812,0.0000051826883,0.000033250286,0.0000034188774,0.00001032448,0.000028249155,0.0000090958665],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992195,0.0000057677457,0.00025326962,0.00014119227,0.00014016553,0.00024010074],"domain_scores_gemma":[0.9995834,0.0001052628,0.000020034106,0.00015074975,0.00004242469,0.000098129734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015763489,0.00014051743,0.00020670157,0.00008430213,0.000032747495,0.000020055924,0.00008788115,0.00010606849,0.000011881446],"category_scores_gemma":[0.000089903675,0.0001339974,0.000029444074,0.00015384678,0.000035369947,0.00007554683,0.000015163157,0.00014478591,0.0000029602602],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008525511,0.000016354104,0.00082244526,0.00017589386,0.000024832862,0.000005796689,0.0001289033,0.98783034,0.0010597773,0.0012818413,0.00003998032,0.008605325],"study_design_scores_gemma":[0.00018287635,0.000028923487,0.0011029765,0.00006635032,0.000013912522,0.0000051913935,0.00004978258,0.9954272,0.002273272,0.00016245435,0.0005255883,0.00016150302],"about_ca_topic_score_codex":0.00008171903,"about_ca_topic_score_gemma":0.000012292361,"teacher_disagreement_score":0.38918343,"about_ca_system_score_codex":0.000018204946,"about_ca_system_score_gemma":0.0000058014657,"threshold_uncertainty_score":0.5464255},"labels":[],"label_agreement":null},{"id":"W2901237560","doi":"10.1002/ird.2300","title":"Applications of Geosynthetics to Irrigation, Drainage and Agriculture","year":2018,"lang":"en","type":"article","venue":"Irrigation and Drainage","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Terrafix Geosynthetics (Canada)","funders":"","keywords":"Geosynthetics; Drainage; Irrigation; Agriculture; Revetment; Civil engineering; Engineering; Levee; Earthworks; Environmental science; Geotechnical engineering; Geography; Archaeology; Ecology","score_opus":0.0037228242897926127,"score_gpt":0.19697533464301217,"score_spread":0.19325251035321955,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901237560","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10009925,0.00034703471,0.7106405,0.00081245234,0.0001844939,0.0009640977,0.000047558082,0.00081122416,0.18609338],"genre_scores_gemma":[0.9981474,0.0000038866547,0.0015486535,0.00004878206,0.00005971859,0.000038005386,0.000016334487,0.000013069148,0.00012413623],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99949306,0.000009052346,0.00016644767,0.0001314606,0.000090602276,0.000109397704],"domain_scores_gemma":[0.99962956,0.000030326819,0.000022169228,0.00013327727,0.000093354975,0.000091319285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000104452876,0.000095926356,0.00010343673,0.00007334402,0.0000760935,0.000025081587,0.000051339775,0.00007994835,0.000013643408],"category_scores_gemma":[0.00004485567,0.0000891015,0.000015442156,0.0002795605,0.00007552889,0.00006862747,0.000021853646,0.00005994316,0.000010086759],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000059311533,0.000038963295,0.000025712154,0.0003517708,0.000026384323,6.300806e-7,0.002974193,0.015749395,0.045646988,0.8769095,0.00041683417,0.05785372],"study_design_scores_gemma":[0.0010687344,0.00038895576,0.023436032,0.00024675563,0.00010089028,0.000030162726,0.0011327469,0.23581576,0.03954469,0.5597434,0.13731816,0.001173734],"about_ca_topic_score_codex":0.000009994168,"about_ca_topic_score_gemma":0.000015153056,"teacher_disagreement_score":0.89804816,"about_ca_system_score_codex":0.000014716659,"about_ca_system_score_gemma":0.0000037950383,"threshold_uncertainty_score":0.36334538},"labels":[],"label_agreement":null},{"id":"W2901678792","doi":"10.1061/(asce)ps.1949-1204.0000362","title":"Using TDA as an Engineered Stress-Reduction Fill over Preexisting Buried Pipes","year":2018,"lang":"en","type":"article","venue":"Journal of Pipeline Systems Engineering and Practice","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Lateral earth pressure; Finite element method; Stress (linguistics); Settlement (finance); Scrap; Structural engineering; Engineering; Geosynthetics; Materials science; Mechanical engineering","score_opus":0.02451242856400272,"score_gpt":0.28602739344345574,"score_spread":0.261514964879453,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901678792","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58070374,0.003278388,0.41079503,0.00006300347,0.0036983988,0.00023592677,0.000016684831,0.00053557573,0.0006732643],"genre_scores_gemma":[0.98996896,0.00014264224,0.007221293,0.00000620576,0.0025300067,0.000003201734,0.0000054178354,0.00007820056,0.00004410264],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983227,0.00007518666,0.0007510259,0.00018272671,0.00035838757,0.00030994587],"domain_scores_gemma":[0.9985385,0.0002868628,0.00023648515,0.0002318787,0.00046287532,0.00024342517],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0010848904,0.00028391997,0.0003821396,0.0002830105,0.000083148734,0.00015309831,0.00014740351,0.00019227318,0.000010876536],"category_scores_gemma":[0.0016429431,0.0002775887,0.00006767667,0.00033773397,0.000029980634,0.0010293719,0.000022666487,0.0004592901,0.0000035605644],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039110033,0.000031480493,0.000007790531,0.00025732868,0.000072600815,0.000018538845,0.0004171328,0.9734937,0.02442763,0.00023007132,0.000127095,0.0008775529],"study_design_scores_gemma":[0.00046259884,0.0002405975,0.00006866834,0.00044876753,0.00012940662,0.0021335129,0.00044821415,0.9827037,0.0017428357,0.000013506889,0.011286464,0.00032175382],"about_ca_topic_score_codex":0.00010161537,"about_ca_topic_score_gemma":0.000001103039,"teacher_disagreement_score":0.40926522,"about_ca_system_score_codex":0.00010672765,"about_ca_system_score_gemma":0.00003624428,"threshold_uncertainty_score":0.99996763},"labels":[],"label_agreement":null},{"id":"W2903061457","doi":"","title":"Subgrade Soil Frost Susceptibility Assessment for Pavement Design in Manitoba","year":2018,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Subgrade; Frost (temperature); Environmental science; Frost heaving; Geotechnical engineering; Engineering; Geography; Meteorology","score_opus":0.024432233787473293,"score_gpt":0.2488415133708471,"score_spread":0.2244092795833738,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903061457","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20404673,0.000013581697,0.7943951,0.0000444911,0.00021273851,0.00037544596,0.000004124364,0.00036548803,0.0005423013],"genre_scores_gemma":[0.9857667,0.000008434488,0.013957583,0.000021636239,0.000072812334,0.00010656726,0.000012774157,0.000022607408,0.000030860836],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99924976,0.000015806723,0.00021845792,0.0001710137,0.00010112912,0.00024385648],"domain_scores_gemma":[0.9996156,0.000076726195,0.000009551569,0.00020802753,0.00003964979,0.000050462837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036798735,0.0001161541,0.00012498269,0.000054056512,0.000031671145,0.000021683309,0.00008884806,0.000078984616,0.000047008856],"category_scores_gemma":[0.000034870714,0.00011109965,0.000035625137,0.00013442627,0.000023812529,0.000053412823,0.000015137277,0.00008041911,0.0000124443495],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009025553,0.000102975326,0.003661566,0.00013009229,0.000016916376,7.894052e-7,0.00011156405,0.97481847,0.013292681,0.0020182508,0.0011812926,0.004656406],"study_design_scores_gemma":[0.00043504394,0.00014493283,0.022594005,0.000015857222,0.000005429204,3.3091905e-7,0.0000783025,0.96487856,0.009459433,0.0012851501,0.000916239,0.00018668894],"about_ca_topic_score_codex":0.00011352378,"about_ca_topic_score_gemma":0.0017703291,"teacher_disagreement_score":0.78172,"about_ca_system_score_codex":0.00019451398,"about_ca_system_score_gemma":0.000013232115,"threshold_uncertainty_score":0.45305124},"labels":[],"label_agreement":null},{"id":"W2903785504","doi":"","title":"Étude du comportement en déformation permanente des matériaux granulaires non liés de fondation de chaussées en condition de gel saisonnier","year":2013,"lang":"fr","type":"article","venue":"Corpus Université Laval (Université Laval)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Chemistry","score_opus":0.004925919638160524,"score_gpt":0.18407623632871348,"score_spread":0.17915031669055295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903785504","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8338845,0.00080490357,0.16008091,0.002275898,0.0003625573,0.00053925376,0.00006304398,0.0005131149,0.0014758334],"genre_scores_gemma":[0.9872968,0.0066157198,0.00344779,0.00005245809,0.0001897381,0.000010408214,0.00040644893,0.00007958346,0.0019010335],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978856,0.00019971558,0.00034944614,0.00037973924,0.00035420674,0.00083130214],"domain_scores_gemma":[0.9986669,0.00015997232,0.00016883196,0.00033600267,0.000242903,0.0004254226],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00041398962,0.0004628501,0.00038696293,0.00042744377,0.00049938,0.00011785257,0.00043663985,0.0005247688,0.00024316023],"category_scores_gemma":[0.000053393644,0.0006095318,0.00022467537,0.0004530499,0.00012664353,0.0013006934,0.00018011002,0.00050447707,0.00012919822],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000098090095,0.00029521072,0.01610306,0.0011897915,0.00034901546,0.00017857253,0.05494035,0.7384754,0.13537371,0.01602125,0.0022575697,0.034717966],"study_design_scores_gemma":[0.0021460871,0.00026173526,0.2570561,0.00053190853,0.0004767269,0.00017848569,0.005209069,0.7017452,0.016916033,0.0012168365,0.013413625,0.00084821804],"about_ca_topic_score_codex":0.023319548,"about_ca_topic_score_gemma":0.0015498964,"teacher_disagreement_score":0.24095301,"about_ca_system_score_codex":0.0044181133,"about_ca_system_score_gemma":0.00021489461,"threshold_uncertainty_score":0.9996356},"labels":[],"label_agreement":null},{"id":"W2904278107","doi":"10.1061/(asce)gm.1943-5622.0001348","title":"Discussion of “Progressive Development of Two-Dimensional Soil Arching with Displacement” by Jie Han, Fei Wang, Mahdi Al-Naddaf, and Chao Xu","year":2018,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Displacement (psychology); Geology; Geotechnical engineering; Psychology; Psychoanalysis","score_opus":0.004619786262926663,"score_gpt":0.22701152032435915,"score_spread":0.22239173406143248,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2904278107","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8083607,0.000314219,0.19040768,0.00025425688,0.0004850684,0.00007754983,0.00001857625,0.00002578312,0.000056178444],"genre_scores_gemma":[0.99452114,0.000033636807,0.005281092,0.000020939458,0.000070852395,0.000002591097,0.00001623433,0.000021419464,0.00003207087],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99866146,0.000013168793,0.0004946818,0.0001034468,0.00058587885,0.00014136043],"domain_scores_gemma":[0.99923974,0.00003718838,0.00024517806,0.000080601494,0.00031458965,0.000082709885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026893846,0.00013650117,0.00020740583,0.00016076984,0.00003671852,0.000017302673,0.00019057165,0.00004876132,0.000032138916],"category_scores_gemma":[0.000043454715,0.00009289731,0.000043373948,0.000092846036,0.000040488423,0.00013442832,0.00007024895,0.00016182817,0.0000010910832],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006132242,0.00044465248,0.00047913598,0.00024028136,0.0012255808,0.000047981142,0.0027061221,0.5234465,0.37067288,0.0021731225,0.0012183265,0.096732214],"study_design_scores_gemma":[0.004355968,0.0010833109,0.00071837864,0.0024384551,0.00010481982,0.00029730774,0.00033413834,0.72178125,0.25880593,0.0026731978,0.006742669,0.00066457095],"about_ca_topic_score_codex":0.0000056226863,"about_ca_topic_score_gemma":0.000010477809,"teacher_disagreement_score":0.19833477,"about_ca_system_score_codex":0.00007867995,"about_ca_system_score_gemma":0.000050627743,"threshold_uncertainty_score":0.37882423},"labels":[],"label_agreement":null},{"id":"W2904668795","doi":"","title":"Pressure-Equalized Rainscreen Wall System: A Full-Scale Experiment","year":2011,"lang":"ca","type":"article","venue":"Scholarship@Western (Western University)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Scale (ratio); Environmental science; Geology; Geography; Cartography","score_opus":0.08037677211519678,"score_gpt":0.2736913437864143,"score_spread":0.19331457167121752,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2904668795","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9716664,0.0012563096,0.019743513,0.00004302025,0.0009864615,0.0009279426,0.00008902979,0.001971488,0.0033158138],"genre_scores_gemma":[0.99339646,0.00014326982,0.00022018306,0.000040712384,0.00015271296,0.000010349944,0.000050189035,0.00020515008,0.0057809767],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9958888,0.00041901838,0.000762087,0.0010461588,0.0007194515,0.0011644773],"domain_scores_gemma":[0.9973359,0.000088091474,0.0002466842,0.0013387597,0.0002323479,0.0007582201],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006238101,0.0009020669,0.00093742926,0.00066152716,0.00030403645,0.00026686038,0.0013105598,0.0008808263,0.00017333677],"category_scores_gemma":[0.00004354439,0.001092345,0.0004148741,0.00083327503,0.00014834806,0.0013027062,0.00047855315,0.0010791039,0.000518814],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0047598365,0.0038411967,0.6466161,0.018760882,0.0068288576,0.004102995,0.061683428,0.17852202,0.059774138,0.010844452,0.000034875986,0.0042312187],"study_design_scores_gemma":[0.016119674,0.0025061914,0.8864268,0.0067385794,0.0040250486,0.0003596129,0.007628119,0.0039383722,0.021858474,0.00015259776,0.041491278,0.008755241],"about_ca_topic_score_codex":0.00006020713,"about_ca_topic_score_gemma":0.0005038837,"teacher_disagreement_score":0.23981072,"about_ca_system_score_codex":0.00067074434,"about_ca_system_score_gemma":0.000091654,"threshold_uncertainty_score":0.99915266},"labels":[],"label_agreement":null},{"id":"W2904792817","doi":"10.1139/cgj-2017-0676","title":"Observed performance of three adjacent 48 m depth concrete diaphragm wall panels in silty soils","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Science Research of Jiangsu Higher Education Institutions of China; Government of Jiangsu Province; National Natural Science Foundation of China","keywords":"Trench; Geotechnical engineering; Excavation; Ground movement; Geology; Lateral movement; Workmanship; Settlement (finance); Subgrade; Current (fluid); Engineering; Structural engineering; Materials science","score_opus":0.023767098759480364,"score_gpt":0.20132965821357543,"score_spread":0.17756255945409508,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2904792817","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9920327,0.00028205852,0.006272195,0.00019819196,0.00039314124,0.00016603708,0.000012085749,0.0001554666,0.00048814307],"genre_scores_gemma":[0.9992197,0.0001913579,0.00030221764,0.000070232076,0.00014307715,0.000009313358,0.0000056701397,0.00004126828,0.00001712333],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99830437,0.000027226106,0.00058542367,0.00017707713,0.0002444437,0.00066148967],"domain_scores_gemma":[0.9988395,0.00004717228,0.0000612023,0.0003103366,0.00013051182,0.0006113079],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046365324,0.00021375548,0.00033027047,0.00027777083,0.00008468885,0.0000355372,0.00039386237,0.00030919924,0.000116946],"category_scores_gemma":[0.00017839514,0.00021338987,0.00010294275,0.00047099142,0.00013414759,0.00014992124,0.00002694525,0.00075754,0.00003307368],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027453152,0.00001163573,0.0051285713,0.00012272842,0.000046535257,0.000062294996,0.00015179018,0.9689251,0.003844478,0.00028142394,0.00083392905,0.020564012],"study_design_scores_gemma":[0.00053936115,0.00015956463,0.110289246,0.0002386464,0.00001731349,0.000090507274,0.000016256488,0.8807343,0.0015553123,0.00020204406,0.0057926085,0.00036479093],"about_ca_topic_score_codex":0.0031382346,"about_ca_topic_score_gemma":0.012762256,"teacher_disagreement_score":0.105160676,"about_ca_system_score_codex":0.00043259686,"about_ca_system_score_gemma":0.00020543009,"threshold_uncertainty_score":0.87017864},"labels":[],"label_agreement":null},{"id":"W2904892917","doi":"10.1016/j.sandf.2018.10.003","title":"Prediction of lateral swelling pressure behind retaining structure with expansive soil as backfill","year":2018,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; University of Ottawa","keywords":"Stress path; Expansive clay; Geotechnical engineering; Infiltration (HVAC); Degree of saturation; Overburden pressure; Boundary value problem; Suction; Soil water; Geology; Saturation (graph theory); Soil science; Materials science; Engineering; Mathematics; Plasticity","score_opus":0.009489063792189929,"score_gpt":0.19877438309388992,"score_spread":0.1892853193017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2904892917","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9832325,0.00010984217,0.015108301,0.000030833646,0.00012150228,0.000094359886,0.00004441649,0.00017188885,0.0010863434],"genre_scores_gemma":[0.99920726,0.00003957481,0.0004853797,0.0000071401087,0.000105976025,0.000005907801,0.000056873512,0.00001825073,0.0000736468],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99949986,0.0000073343053,0.00014607944,0.00011754018,0.0001089968,0.000120220095],"domain_scores_gemma":[0.9996911,0.00001937463,0.00002623419,0.000120762284,0.00009816856,0.00004431814],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000046416033,0.00009524147,0.00010359475,0.0000499975,0.00010015768,0.000038139566,0.000048279177,0.00008427127,0.00005132873],"category_scores_gemma":[0.000019929863,0.00008422954,0.000015181326,0.00010168858,0.00007495365,0.00014589308,0.000011788005,0.000110229725,0.000002230862],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023617791,0.000020309328,0.0031694344,0.0002334913,0.00015891799,0.0000010224585,0.0046131248,0.9752356,0.007905312,0.0027471674,0.0001087475,0.00578328],"study_design_scores_gemma":[0.000982038,0.00055210205,0.026759727,0.00030324163,0.00020570667,0.000031410967,0.00040755843,0.9483601,0.0100797815,0.0038775285,0.007997354,0.00044346618],"about_ca_topic_score_codex":0.000036951013,"about_ca_topic_score_gemma":0.00004520188,"teacher_disagreement_score":0.02687549,"about_ca_system_score_codex":0.000009672515,"about_ca_system_score_gemma":0.000012564446,"threshold_uncertainty_score":0.34347808},"labels":[],"label_agreement":null},{"id":"W2905041527","doi":"10.1061/(asce)gm.1943-5622.0001405","title":"Erratum for “Displacement-Dependent Earth Pressures on Rigid Retaining Walls with Compressible Geofoam Inclusions: Physical Modeling and Analytical Solutions” by Pengpeng Ni, Guoxiong Mei, and Yanlin Zhao","year":2018,"lang":"en","type":"erratum","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Compressibility; Geotechnical engineering; Displacement (psychology); Geology; Structural engineering; Engineering; Mechanics; Physics","score_opus":0.01406936771286595,"score_gpt":0.25033828171961,"score_spread":0.23626891400674402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905041527","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04064165,0.0062960745,0.93592596,0.000820299,0.012983474,0.00097607117,0.00071352813,0.00029880472,0.0013441594],"genre_scores_gemma":[0.9894259,0.003149498,0.0016685335,0.00008975998,0.0023072269,0.000042386826,0.00042320314,0.00018590597,0.002707605],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9976525,0.000039325394,0.00064068707,0.00033375862,0.00094057684,0.00039316306],"domain_scores_gemma":[0.9986012,0.00015864514,0.0002611006,0.00020020829,0.0005788821,0.00019999212],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005899036,0.00039674088,0.0005638569,0.00034042413,0.00018898127,0.00019920754,0.00040233746,0.00035173743,0.000013490617],"category_scores_gemma":[0.00022613883,0.00034257126,0.00011820847,0.00010244133,0.00004179428,0.0002719033,0.00022750461,0.00106163,0.000001307234],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028660486,0.00017245769,0.0000025881495,0.00023180975,0.00082950055,0.000021950385,0.00028656004,0.9428277,0.0006733808,0.0023534102,0.050232016,0.0020820473],"study_design_scores_gemma":[0.0009976546,0.00050931517,0.0000033660756,0.0009773129,0.00018667505,0.000071065166,0.000087944056,0.97660804,0.00006500233,0.0019865641,0.018153736,0.0003533448],"about_ca_topic_score_codex":0.000014061519,"about_ca_topic_score_gemma":0.00002474624,"teacher_disagreement_score":0.94878423,"about_ca_system_score_codex":0.00015116659,"about_ca_system_score_gemma":0.00009881294,"threshold_uncertainty_score":0.9999026},"labels":[],"label_agreement":null},{"id":"W2905538502","doi":"10.1139/cgj-2018-0559","title":"Cyclic and post-cycling anchor response in geocell-reinforced sand","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"DuPont","keywords":"Geotechnical engineering; Materials science; Cycling; Structural engineering; Geology; Engineering","score_opus":0.006126607329098837,"score_gpt":0.1987157718206379,"score_spread":0.19258916449153907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905538502","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9876142,0.0003272941,0.010448318,0.00060109637,0.00027951805,0.00012525459,0.000008517357,0.00019388976,0.0004019159],"genre_scores_gemma":[0.9992302,0.00009404969,0.00021267771,0.00018317212,0.00018167715,0.000005125729,0.0000028884601,0.000035864632,0.000054366326],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987341,0.000038780792,0.00037322554,0.00016348732,0.00013922008,0.00055119896],"domain_scores_gemma":[0.99892175,0.000097493255,0.000026175705,0.00019184222,0.000074889365,0.00068781874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064573647,0.0001726919,0.00020118838,0.00044239446,0.00013757998,0.000091767535,0.00017776786,0.0002741292,0.000079506346],"category_scores_gemma":[0.0005419534,0.00017840444,0.000049556213,0.0003430967,0.00010270533,0.00013712053,0.000020750176,0.00068574044,0.000024612036],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013536298,0.000007047923,0.00016818645,0.000031278112,0.000020857726,0.00017699791,0.0002410067,0.9553588,0.03239274,0.00016401836,0.0007199987,0.010583702],"study_design_scores_gemma":[0.0011074942,0.00042181255,0.04118857,0.00022885502,0.000019956573,0.00076385593,0.00008781945,0.93225527,0.0015630337,0.00042373914,0.021250162,0.0006894317],"about_ca_topic_score_codex":0.0014699775,"about_ca_topic_score_gemma":0.0016514694,"teacher_disagreement_score":0.041020386,"about_ca_system_score_codex":0.0002993702,"about_ca_system_score_gemma":0.00013389655,"threshold_uncertainty_score":0.72751224},"labels":[],"label_agreement":null},{"id":"W2906933029","doi":"10.1109/access.2018.2889991","title":"Passive Earth Pressures on Retaining Walls for Pit-in-Pit Excavations","year":2018,"lang":"en","type":"article","venue":"IEEE Access","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"National Natural Science Foundation of China","keywords":"Lateral earth pressure; Degree Rankine; Arch; Excavation; Geotechnical engineering; Retaining wall; Wedge (geometry); Soil water; Geology; Parametric statistics; Structural engineering; Engineering; Geometry; Mathematics","score_opus":0.025958605837267782,"score_gpt":0.28139350846962013,"score_spread":0.25543490263235236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2906933029","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78109145,0.00009200404,0.20877706,0.00022436013,0.0012874943,0.0006951355,0.000028831952,0.0010030175,0.0068006357],"genre_scores_gemma":[0.9991882,0.000016088175,0.00024367793,0.000042186213,0.00025994697,0.0001076061,0.000008589813,0.000030687468,0.000103056926],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933743,0.000008383175,0.00017406826,0.00015632466,0.00010270335,0.00022107911],"domain_scores_gemma":[0.999551,0.000121774334,0.000020651165,0.00019755274,0.00006676141,0.00004228726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008737434,0.00011048758,0.00012397257,0.000102062615,0.00005599648,0.00006039942,0.00019325885,0.00008912104,0.000021611419],"category_scores_gemma":[0.00012880904,0.0001108617,0.00003383489,0.00021037117,0.00002159446,0.00017791701,0.000014146069,0.00010973492,0.000014589321],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009924066,0.000019411758,0.00016714241,0.00006473077,0.000015792164,0.0000011056316,0.00020335116,0.9852489,0.0012266045,0.0010369911,0.0011166538,0.010889345],"study_design_scores_gemma":[0.00073867646,0.0001833079,0.02068696,0.0001813604,0.000021966252,0.000001071047,0.000024313065,0.91631687,0.034936525,0.0023866014,0.024077237,0.00044509317],"about_ca_topic_score_codex":0.000019133266,"about_ca_topic_score_gemma":0.00006491971,"teacher_disagreement_score":0.21809669,"about_ca_system_score_codex":0.000025254629,"about_ca_system_score_gemma":0.000008925342,"threshold_uncertainty_score":0.4520809},"labels":[],"label_agreement":null},{"id":"W2907814213","doi":"10.1680/jgeot.18.p.104","title":"Kinematics of soil arching in piled embankments","year":2019,"lang":"en","type":"article","venue":"Géotechnique","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Golder Associates (Canada)","funders":"Australian Synchrotron; Australian Nuclear Science and Technology Organisation","keywords":"Geotechnical engineering; Geology; Levee; Subsoil; Kinematics; Settlement (finance); Pile; Displacement (psychology); Soil water; Soil science","score_opus":0.0029995657023089836,"score_gpt":0.17791591132790335,"score_spread":0.17491634562559438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2907814213","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8830117,0.00003674442,0.11258036,0.000012745687,0.000090716974,0.0002508629,0.0000020437758,0.00044926855,0.0035655545],"genre_scores_gemma":[0.9966704,0.00003686393,0.003194834,0.0000063997595,0.000007846612,0.000023101924,0.0000048324514,0.000023782524,0.00003189571],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993967,0.000010956894,0.00025084443,0.00008826587,0.00010388929,0.000149355],"domain_scores_gemma":[0.99969035,0.000033528897,0.000021614638,0.00021582434,0.000013564478,0.000025129808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017322245,0.00009243926,0.00017485658,0.00013332974,0.0000052545897,0.000004788925,0.00010896243,0.000108159096,0.000024989486],"category_scores_gemma":[0.000034358323,0.0000971597,0.00003336993,0.00022732632,0.000009479672,0.000045253084,0.000023609975,0.00019194435,0.000012001837],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000017023443,0.000017098086,0.0004928263,0.00023415001,0.0000039483984,8.083502e-7,0.00009199846,0.96001583,0.036857694,0.00074771413,0.00003105678,0.0015051513],"study_design_scores_gemma":[0.00033968413,0.000053138003,0.005033232,0.0003260166,0.000004493039,0.0000027903752,0.000018492141,0.9408786,0.050822664,0.0019767713,0.0003044827,0.0002395754],"about_ca_topic_score_codex":0.000024162639,"about_ca_topic_score_gemma":0.000008156869,"teacher_disagreement_score":0.11365874,"about_ca_system_score_codex":0.00004078787,"about_ca_system_score_gemma":0.0000062257905,"threshold_uncertainty_score":0.39620575},"labels":[],"label_agreement":null},{"id":"W2913525755","doi":"10.1139/cgj-2017-0728","title":"A novel vegetated three-layer landfill cover system using recycled construction wastes without geomembrane","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":67,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Key Research and Development Program of China; Hong Kong University of Science and Technology; National Natural Science Foundation of China; National Science Foundation","keywords":"Geomembrane; Environmental science; Geotechnical engineering; Percolation (cognitive psychology); Environmental engineering; Hydrology (agriculture); Waste management; Geology; Engineering","score_opus":0.010432229983431778,"score_gpt":0.186956336690443,"score_spread":0.17652410670701124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2913525755","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6171031,0.00033958833,0.3786467,0.00010876737,0.0015350358,0.00031128718,0.00003833679,0.0007533251,0.0011638392],"genre_scores_gemma":[0.9982915,0.000021217615,0.0013579798,0.00004372864,0.0001634612,0.000005253857,0.000010962746,0.000069691014,0.000036210356],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984375,0.000021195607,0.0004625073,0.00022226611,0.00026906093,0.000587431],"domain_scores_gemma":[0.9988547,0.00003908903,0.000070525246,0.00029142425,0.00012559595,0.0006186937],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00028261452,0.00025433145,0.0003629789,0.0003242635,0.00013380809,0.00011564151,0.00022703956,0.00037338547,0.00011819959],"category_scores_gemma":[0.00005529625,0.00024853955,0.00012061736,0.0004039343,0.000048592938,0.00019588682,0.000019179388,0.00070347375,0.000072197276],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000083761015,0.0000059704644,0.00031335934,0.00008647231,0.000047593574,0.000019257634,0.000010206827,0.9860039,0.011924062,0.00046856233,0.000057122896,0.0010551118],"study_design_scores_gemma":[0.00071793,0.000037304133,0.0009861005,0.00032104,0.000042143525,0.0016461856,0.000028875402,0.9919309,0.00030329378,0.00007128638,0.0035699003,0.00034504556],"about_ca_topic_score_codex":0.0028600092,"about_ca_topic_score_gemma":0.0010863132,"teacher_disagreement_score":0.3811884,"about_ca_system_score_codex":0.0008268861,"about_ca_system_score_gemma":0.00018592695,"threshold_uncertainty_score":0.99999666},"labels":[],"label_agreement":null},{"id":"W2915631467","doi":"10.1139/cgj-2018-0495","title":"Investigation of behavior of footings over rigid inclusion-reinforced soft soil: experimental and numerical approaches","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Inclusion (mineral); Overburden pressure; Geology; Structural engineering; Engineering","score_opus":0.01303548016985854,"score_gpt":0.1943717234336635,"score_spread":0.18133624326380496,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2915631467","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98909324,0.00023924002,0.010141508,0.000051974766,0.00011547835,0.00017309909,0.000008019639,0.000067830406,0.00010958998],"genre_scores_gemma":[0.9995313,0.000007646733,0.00035176144,0.000023130453,0.00003044792,0.000007729772,0.0000072840407,0.000027368334,0.000013298695],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989352,0.0000168059,0.00043292623,0.00012494849,0.00023498233,0.0002551369],"domain_scores_gemma":[0.9992735,0.000043625943,0.000080367194,0.00015801152,0.00004478688,0.00039973517],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022484576,0.00014521334,0.00025921065,0.00019824588,0.00007523744,0.000017860024,0.00016607957,0.0002179079,0.00006786889],"category_scores_gemma":[0.00006317462,0.00014443109,0.0000778501,0.00020890014,0.000087508386,0.00012866368,0.00008083821,0.00037256762,0.0000021443175],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009789701,0.00001146194,0.0027786568,0.00010538636,0.000026156782,0.000006327785,0.00043724547,0.8705545,0.12231763,0.0011547626,0.00009395684,0.0025041017],"study_design_scores_gemma":[0.00062468887,0.00021719426,0.013441774,0.0001380871,0.000033580225,0.000107078406,0.00010716718,0.94815546,0.036233313,0.00021172567,0.00040098897,0.00032895466],"about_ca_topic_score_codex":0.0011826747,"about_ca_topic_score_gemma":0.00004025126,"teacher_disagreement_score":0.08608431,"about_ca_system_score_codex":0.00015374765,"about_ca_system_score_gemma":0.00009902284,"threshold_uncertainty_score":0.58897287},"labels":[],"label_agreement":null},{"id":"W2918380999","doi":"10.1139/cgj-2018-0503","title":"In situ stress states and lateral deformations of soil–bentonite cutoff walls during consolidation process","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Science Foundation","keywords":"Consolidation (business); Geotechnical engineering; Cutoff; Geology; Pore water pressure; Bentonite; Isotropy; Lateral earth pressure; Stress (linguistics); Lateral strain; Effective stress","score_opus":0.003346130214897417,"score_gpt":0.18881920951438183,"score_spread":0.18547307929948442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2918380999","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984129,0.00009907396,0.0008803867,0.00013340161,0.0001042764,0.00013399533,0.000022041699,0.000058143443,0.00015576575],"genre_scores_gemma":[0.9997318,0.0001437926,0.00002698935,0.000017158349,0.00002152356,0.0000052998,0.000015221281,0.000017767994,0.00002047746],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910396,0.000011050465,0.0003617944,0.00009510045,0.00012860425,0.00029950737],"domain_scores_gemma":[0.9995029,0.000024955943,0.000042708893,0.00010993301,0.00006712988,0.00025240006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013724263,0.00011490086,0.00017435696,0.00032306023,0.000044815195,0.00004750879,0.00011390942,0.00013466166,0.000047086298],"category_scores_gemma":[0.00003443093,0.000117252595,0.000031011066,0.0002348223,0.000029700914,0.00031517583,0.000012046594,0.00038907473,0.000007028029],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028774348,0.000007021771,0.001343003,0.00012769221,0.000008597899,0.000008251633,0.00020343566,0.99552447,0.0024624257,0.00006760863,0.000012311147,0.00023230453],"study_design_scores_gemma":[0.00093684753,0.000063429936,0.050932102,0.00039766682,0.000016828244,0.00020670563,0.00025338194,0.93657684,0.008814993,0.001092149,0.00032147855,0.00038754838],"about_ca_topic_score_codex":0.0009778872,"about_ca_topic_score_gemma":0.0038538855,"teacher_disagreement_score":0.0589476,"about_ca_system_score_codex":0.00018241008,"about_ca_system_score_gemma":0.00007097617,"threshold_uncertainty_score":0.4781422},"labels":[],"label_agreement":null},{"id":"W2921079918","doi":"10.21608/auej.2019.28504","title":"THE RESIDUAL LATERAL EARTH PRESSURE ON RETAINING WALL DUE TO VIBRATORY ROLLERS","year":2019,"lang":"en","type":"article","venue":"Journal of Al-Azhar University Engineering Sector","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Residual; Geology; Retaining wall; Lateral earth pressure; Earth (classical element); Geotechnical engineering; Mathematics","score_opus":0.003511277755571981,"score_gpt":0.14795833889976504,"score_spread":0.14444706114419306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2921079918","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942511,0.00022841594,0.0029585585,0.00035289148,0.0009561066,0.00016744265,0.000008255133,0.00025992727,0.00081732345],"genre_scores_gemma":[0.9989149,0.00005719017,0.00044913127,0.000053449075,0.000111832385,2.700295e-7,0.0000011445953,0.0000416722,0.000370418],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990549,0.000024006678,0.00022334885,0.00012390563,0.00028733342,0.00028651752],"domain_scores_gemma":[0.9993207,0.0001479679,0.0000538383,0.00022442557,0.00008371001,0.00016936698],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002650509,0.00017988925,0.00024260306,0.00021698388,0.00008069177,0.000046269794,0.0003148657,0.000103314,0.00003345312],"category_scores_gemma":[0.000069107424,0.00015988637,0.0001123445,0.00026541634,0.000010200002,0.00018228221,0.000035229095,0.0004978298,0.000027403468],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060853985,0.000007685762,0.00003793381,0.000036581678,0.00010674184,0.000034209937,0.00029737994,0.99296117,0.0043861005,0.00038327443,0.0014849135,0.00020315305],"study_design_scores_gemma":[0.0011895271,0.00051666924,0.012831094,0.00033457918,0.00006599263,0.000046967834,0.00016192706,0.3233226,0.002666417,0.000006893922,0.6583423,0.00051505736],"about_ca_topic_score_codex":0.0000039958773,"about_ca_topic_score_gemma":0.000002669147,"teacher_disagreement_score":0.6696386,"about_ca_system_score_codex":0.00010578864,"about_ca_system_score_gemma":0.000028611395,"threshold_uncertainty_score":0.65199775},"labels":[],"label_agreement":null},{"id":"W2922355788","doi":"10.1093/ijlct/ctz015","title":"Experimental assessment of subgrade stiffness of lateritic soils treated with crushed waste plastics and ceramics for pavement foundation","year":2019,"lang":"en","type":"article","venue":"International Journal of Low-Carbon Technologies","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"Bộ Giáo dục và Ðào tạo","keywords":"Subgrade; Geotechnical engineering; Expansive clay; Soil water; California bearing ratio; Pozzolan; Foundation (evidence); Subbase; Environmental science; Cement; Waste management; Materials science; Composite material; Geology; Engineering; Portland cement; Soil science","score_opus":0.006403524638278921,"score_gpt":0.23427596422345234,"score_spread":0.22787243958517342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2922355788","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98333347,0.000102745784,0.016035518,0.000044501983,0.00021585649,0.00014539709,0.000010019975,0.000081101396,0.000031368734],"genre_scores_gemma":[0.9982191,0.0000787422,0.0016538964,0.0000011507148,0.000011419954,0.000008833211,0.000007949588,0.000015593885,0.0000033146928],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999176,0.000005401969,0.00039520682,0.0000777401,0.0002541154,0.00009152396],"domain_scores_gemma":[0.9994145,0.00007405906,0.00017513595,0.0000869221,0.00023417093,0.000015195892],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000084996,0.00010916831,0.00022421643,0.00021335161,0.000007260746,0.00001809431,0.00016705591,0.00008431696,0.0000024159974],"category_scores_gemma":[0.00003992769,0.00009114534,0.00004000089,0.000080212885,0.000057711786,0.00008710699,0.000030145553,0.000099698394,5.7832597e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000101298225,0.00014335668,0.004345229,0.00027542718,0.00028183917,0.000004132988,0.000104195344,0.42443603,0.56311375,0.0019861136,0.0000019844144,0.0052066604],"study_design_scores_gemma":[0.0017447169,0.00057015865,0.0068868096,0.00046845328,0.000037001126,0.000016561602,0.00092954497,0.55258137,0.43626148,0.00032884287,0.000016505732,0.0001585936],"about_ca_topic_score_codex":0.000004224625,"about_ca_topic_score_gemma":0.0000010225029,"teacher_disagreement_score":0.1281453,"about_ca_system_score_codex":0.00010458984,"about_ca_system_score_gemma":0.000019108114,"threshold_uncertainty_score":0.37167993},"labels":[],"label_agreement":null},{"id":"W2923309389","doi":"10.1061/9780784482100.011","title":"Seismic Retrofit Design of a 110-Year-Old Railway Bridge Founded on Liquefiable Soils Using Large Diameter Driven Piles","year":2019,"lang":"en","type":"article","venue":"Geo-Congress 2019","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Klohn Crippen Berger (Canada)","funders":"","keywords":"Bridge (graph theory); Geotechnical engineering; Geology; Soil water; Engineering; Civil engineering; Structural engineering; Soil science","score_opus":0.015613630152663881,"score_gpt":0.2211122483250752,"score_spread":0.20549861817241133,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2923309389","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88701755,0.0001618973,0.110461555,0.000018447196,0.0009119018,0.00050999445,0.00005814761,0.00040644425,0.000454076],"genre_scores_gemma":[0.9976183,0.00006836924,0.001268968,0.000038232036,0.00006641048,0.000016876447,0.000030135594,0.00009103173,0.0008016764],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99845386,0.00005935981,0.00037523368,0.00031847917,0.000274486,0.00051858893],"domain_scores_gemma":[0.9989747,0.0001809813,0.00008204561,0.0005834594,0.00008415383,0.000094660856],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00033114362,0.0002797924,0.0004354286,0.00017710995,0.00004164695,0.000045233624,0.0002444958,0.0002844456,0.00014296114],"category_scores_gemma":[0.000090553825,0.00028177563,0.000121015364,0.00024883763,0.000031066964,0.00018411159,0.000057921705,0.00032680912,0.00023190075],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030661293,0.00003526637,0.0012178542,0.00017137064,0.000050015256,0.0000018579387,0.00008303646,0.9887762,0.008335249,0.00042477567,0.0006241124,0.0002496069],"study_design_scores_gemma":[0.00095759495,0.00018668857,0.0044928812,0.0002771703,0.000032480817,0.0000037473908,0.000016947944,0.9872338,0.005335028,0.00022369465,0.0008391217,0.00040083347],"about_ca_topic_score_codex":0.00009294626,"about_ca_topic_score_gemma":0.0000037325126,"teacher_disagreement_score":0.11060076,"about_ca_system_score_codex":0.00011634913,"about_ca_system_score_gemma":0.000028925633,"threshold_uncertainty_score":0.99996346},"labels":[],"label_agreement":null},{"id":"W2928393109","doi":"10.11159/icgre19.140","title":"A Comparison Study: Estimating the Axial Micropiles Capacity Using Current Practices","year":2019,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Current (fluid); Computer science; Geology; Engineering; Electrical engineering","score_opus":0.016773370248249923,"score_gpt":0.2420302691316969,"score_spread":0.22525689888344697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2928393109","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977824,0.00024373685,0.00007880127,0.00002225188,0.0012327306,0.00044843883,0.000009108923,0.00011713855,0.00006537472],"genre_scores_gemma":[0.9992573,0.000015572456,0.0005839317,0.0000040573295,0.000071374394,0.00001412052,0.0000015357218,0.00003753994,0.000014567168],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989197,0.000006370568,0.00031738443,0.00023169923,0.00027626575,0.00024857724],"domain_scores_gemma":[0.99951965,0.000081064834,0.00018359578,0.00015390523,0.000010808209,0.000051004423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013664563,0.00026557685,0.00027376157,0.000074691125,0.00012839994,0.00008103782,0.00028842833,0.000033836328,0.000011525628],"category_scores_gemma":[0.000044341585,0.00018266655,0.00006419661,0.00017157737,0.0000706389,0.00020299133,0.00013110598,0.000426684,0.0000013380221],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008700817,0.000025325726,0.019433381,0.00028016116,0.00004779789,1.5940674e-7,0.00026624242,0.944843,0.03412334,0.00021881887,0.000017994447,0.0007350967],"study_design_scores_gemma":[0.00028583835,0.000042476677,0.023295928,0.00020729823,0.000050448492,0.000013163476,0.00030741066,0.97102016,0.0041538393,0.000033754684,0.00034748047,0.00024219567],"about_ca_topic_score_codex":0.000017491657,"about_ca_topic_score_gemma":0.000007484925,"teacher_disagreement_score":0.029969499,"about_ca_system_score_codex":0.000083948835,"about_ca_system_score_gemma":0.0000024658748,"threshold_uncertainty_score":0.7448926},"labels":[],"label_agreement":null},{"id":"W2928583887","doi":"10.11159/icgre19.148","title":"The Consolidation Properties of Natural Fibre Clay Composite","year":2019,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Universiti Teknologi Brunei","keywords":"Consolidation (business); Composite number; Composite material; Materials science; Geotechnical engineering; Geology; Business; Accounting","score_opus":0.0033162595128324855,"score_gpt":0.15810688273185777,"score_spread":0.1547906232190253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2928583887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99807686,0.0006415551,0.0000068036306,0.0000500388,0.000595049,0.00023257977,0.000007680296,0.000080915976,0.00030853663],"genre_scores_gemma":[0.99956113,0.000106262705,0.000049095775,0.000005929235,0.000018580062,0.0000095768655,0.000002587017,0.00002686207,0.00021998977],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992269,0.0000025503894,0.0002476548,0.00013568405,0.00020319912,0.00018397259],"domain_scores_gemma":[0.99972475,0.000041766543,0.00006846206,0.000116914314,0.0000128954,0.000035243458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006561411,0.00018372945,0.00018759487,0.000056663244,0.00007439297,0.00003503524,0.00021407637,0.00004616199,0.0000062244767],"category_scores_gemma":[0.000015665983,0.00011677678,0.00006078238,0.00012193553,0.000100729536,0.00013734114,0.000076595155,0.00021117015,0.0000010911966],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022389035,0.0000047093954,0.0013608086,0.00038734692,0.00005077824,5.7039653e-8,0.00008463088,0.3333131,0.66240376,0.001529483,0.000044684664,0.00079826405],"study_design_scores_gemma":[0.00041163497,0.000042097905,0.01897948,0.00045889567,0.00002872902,0.000009107724,0.000117620206,0.5552055,0.4235964,0.00007904619,0.0007799538,0.00029148554],"about_ca_topic_score_codex":0.0000026759747,"about_ca_topic_score_gemma":0.00000196806,"teacher_disagreement_score":0.23880734,"about_ca_system_score_codex":0.000044488912,"about_ca_system_score_gemma":0.0000017920893,"threshold_uncertainty_score":0.47620186},"labels":[],"label_agreement":null},{"id":"W2931702764","doi":"10.11159/icgre19.132","title":"A Review on Stone Columns used for Ground Improvement of Soft Soil","year":2019,"lang":"en","type":"review","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geology; Environmental science; Computer science; Geotechnical engineering","score_opus":0.012699871393681736,"score_gpt":0.2271462528456122,"score_spread":0.21444638145193048,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2931702764","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0037627001,0.99223715,0.000052620046,0.000016403008,0.0010456827,0.0023637074,0.00027015407,0.00015438025,0.00009719592],"genre_scores_gemma":[0.042541377,0.95656955,0.00007826226,0.000020692487,0.000059925253,0.00024953374,0.00004486607,0.00015703181,0.00027878679],"study_design_codex":"systematic_review","study_design_gemma":"not_applicable","domain_scores_codex":[0.9982245,0.0000035470248,0.0007345007,0.00038322594,0.00030944456,0.00034475874],"domain_scores_gemma":[0.99917996,0.00015203649,0.00029578028,0.00026843153,0.00001666527,0.000087107626],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00015634709,0.0005968009,0.0014115886,0.00017840783,0.00005399354,0.000028613189,0.00040740182,0.00017351241,0.000014096951],"category_scores_gemma":[0.00004594087,0.0004607919,0.00040981517,0.00023650583,0.00007584966,0.00009574455,0.00011850202,0.0004091845,0.0000013764328],"study_design_candidate":"systematic_review","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026278134,0.0000825282,0.000010983694,0.5337456,0.000899828,5.228158e-7,0.00006816601,0.20352224,0.002935601,0.0016570704,0.0013750494,0.25567615],"study_design_scores_gemma":[0.001897444,0.00083616463,0.00013154364,0.22529656,0.0029524525,0.00003328795,0.00005402094,0.12655579,0.0027442991,0.00014038496,0.63639194,0.00296611],"about_ca_topic_score_codex":0.0000037139273,"about_ca_topic_score_gemma":0.0000031756483,"teacher_disagreement_score":0.6350169,"about_ca_system_score_codex":0.00020095086,"about_ca_system_score_gemma":0.000009271798,"threshold_uncertainty_score":0.9997844},"labels":[],"label_agreement":null},{"id":"W2936658855","doi":"10.1139/cgj-2018-0384","title":"Improved understanding of geogrid response to pullout loading: insights from three-dimensional finite-element analysis","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geogrid; Geotechnical engineering; Finite element method; Reinforcement; Geosynthetics; Structural engineering; Engineering; Materials science; Geology","score_opus":0.012268136335621597,"score_gpt":0.19924521902459008,"score_spread":0.18697708268896848,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2936658855","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6618077,0.00021501441,0.33648303,0.00047547295,0.000438938,0.00026005512,0.00007626166,0.00015708944,0.000086416374],"genre_scores_gemma":[0.9989908,0.000007822646,0.0007259086,0.00011292643,0.000063291605,0.0000065713457,0.000026364243,0.00003804065,0.000028320472],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982583,0.00004609863,0.0005931354,0.00026185697,0.00034831418,0.0004923148],"domain_scores_gemma":[0.9982672,0.00027646398,0.00007147539,0.00039555717,0.00010193428,0.0008874208],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041338423,0.00023204842,0.00043444938,0.0009726313,0.00010372028,0.00006619123,0.00033476567,0.00025882508,0.00049518055],"category_scores_gemma":[0.0002606388,0.00022998588,0.00024204784,0.0011257865,0.00003346703,0.00010080512,0.000043671087,0.0005880176,0.000036232785],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052515854,0.000009840325,0.00038376058,0.000008125629,0.00022804765,0.000017351624,0.00004300803,0.9898415,0.008842591,0.00013800466,0.00012997443,0.00030528652],"study_design_scores_gemma":[0.00040681532,0.00014586688,0.0068958965,0.000073805335,0.00015161328,0.000007451094,0.000045877227,0.98770916,0.0004682381,0.0006108063,0.0031574925,0.00032696285],"about_ca_topic_score_codex":0.003481371,"about_ca_topic_score_gemma":0.010354424,"teacher_disagreement_score":0.33718303,"about_ca_system_score_codex":0.0010552807,"about_ca_system_score_gemma":0.00020136192,"threshold_uncertainty_score":0.9378552},"labels":[],"label_agreement":null},{"id":"W2937773177","doi":"10.1139/cgj-2019-0036","title":"Strength envelope of granular soil stabilized by multi-axial geogrid in large triaxial tests","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geogrid; Envelope (radar); Geotechnical engineering; Triaxial shear test; Materials science; Finite element method; Structural engineering; Composite material; Geology; Engineering; Reinforcement","score_opus":0.0059863879125168305,"score_gpt":0.19747587324881588,"score_spread":0.19148948533629906,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2937773177","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9889371,0.00064466643,0.0086004585,0.00018986898,0.0006781084,0.00039382244,0.00017679945,0.00020677494,0.00017244102],"genre_scores_gemma":[0.9992699,0.00015488993,0.00030952052,0.000045313853,0.00007107223,0.000011033099,0.000039111485,0.000057185825,0.000041960673],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978206,0.00006120704,0.0007607571,0.00024598496,0.00031744194,0.0007939981],"domain_scores_gemma":[0.99878335,0.00009573294,0.000073496994,0.00032534607,0.000085206295,0.000636881],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007023382,0.00026863904,0.0004933628,0.00041064178,0.00005941049,0.0000448691,0.00039817175,0.00042556872,0.0003305098],"category_scores_gemma":[0.0003674155,0.00027565358,0.00016158856,0.00053043995,0.000049394035,0.00015142103,0.00003157057,0.0010875771,0.000033373686],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004091199,0.00016262289,0.0056665037,0.000118546464,0.00004113503,0.0000610444,0.00010970682,0.97527057,0.010707787,0.00021187552,0.0018242899,0.005785013],"study_design_scores_gemma":[0.008994372,0.0003115274,0.04206599,0.0002734002,0.00004465996,0.00012066001,0.00011018975,0.8795411,0.0017356598,0.00026598672,0.06535738,0.0011790559],"about_ca_topic_score_codex":0.0029133635,"about_ca_topic_score_gemma":0.009052358,"teacher_disagreement_score":0.09572944,"about_ca_system_score_codex":0.0004378955,"about_ca_system_score_gemma":0.0002696586,"threshold_uncertainty_score":0.99996954},"labels":[],"label_agreement":null},{"id":"W2938281818","doi":"10.3390/min9040224","title":"Swell–Shrink Behavior of Rubberized Expansive Clays during Alternate Wetting and Drying","year":2019,"lang":"en","type":"article","venue":"Minerals","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Australian Research Council; Australian Government; Indian National Science Academy","keywords":"Expansive clay; Natural rubber; Wetting; Materials science; Swell; Geotechnical engineering; Cementation (geology); Composite material; Expansive; Soil water; Geology; Soil science; Cement; Compressive strength","score_opus":0.004488785547507234,"score_gpt":0.18762153650248495,"score_spread":0.18313275095497772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2938281818","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99756044,0.00022214669,0.00032187958,0.000010465091,0.00017311863,0.000176716,0.000004393808,0.00022446507,0.0013063911],"genre_scores_gemma":[0.99912435,0.00005310607,0.00040973513,0.000005163907,0.000043074164,0.000021941334,0.000005662683,0.00003429313,0.00030270425],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99928814,0.000009374396,0.0002483363,0.00014829753,0.000105778134,0.00020007002],"domain_scores_gemma":[0.9996768,0.000033900935,0.000033758097,0.00017378906,0.000029063218,0.000052678944],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007277571,0.00013238384,0.00022038422,0.00007548166,0.000021307325,0.000016518321,0.000073958516,0.000075197364,0.00004971218],"category_scores_gemma":[0.000026449869,0.00013656857,0.00004252282,0.000102432234,0.000014103093,0.000092147246,0.000035550398,0.000115837545,0.0000107950755],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000030320557,0.0000066172574,0.0014617019,0.0001706548,0.000010086216,0.0000029009254,0.00016156619,0.13783549,0.8597036,0.00007201126,0.0000067415876,0.00056558225],"study_design_scores_gemma":[0.0026419593,0.00009579223,0.018204968,0.00046630125,0.00007623655,0.000039313076,0.00020623572,0.23776379,0.73887974,0.0001240524,0.0006214577,0.00088013796],"about_ca_topic_score_codex":0.000029265377,"about_ca_topic_score_gemma":0.0000021412782,"teacher_disagreement_score":0.120823875,"about_ca_system_score_codex":0.000022147942,"about_ca_system_score_gemma":0.0000023510124,"threshold_uncertainty_score":0.55691046},"labels":[],"label_agreement":null},{"id":"W2940497241","doi":"10.1680/jgein.19.00026","title":"Calibration of PET strap pullout models using a statistical approach","year":2019,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geosynthetics; Calibration; Reliability (semiconductor); Structural engineering; Geotechnical engineering; Exponential function; Experimental data; Materials science; Mathematics; Statistics; Engineering; Mathematical analysis","score_opus":0.015377985569434986,"score_gpt":0.21796503773913667,"score_spread":0.2025870521697017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2940497241","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20974371,0.00001545764,0.784866,0.000009092771,0.00032150783,0.00008400927,0.00007827635,0.00010432253,0.004777659],"genre_scores_gemma":[0.9844541,0.000009536324,0.015342373,0.0000038892204,0.000030392925,0.000003927098,0.0000870135,0.000021431799,0.000047343827],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992748,0.000009550088,0.00022857782,0.00011917407,0.00024852526,0.00011938442],"domain_scores_gemma":[0.9997118,0.000030846622,0.000027005482,0.00013505643,0.00005931402,0.00003597977],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009162077,0.00009309747,0.00011637048,0.00007786414,0.000010862464,0.000019200907,0.00013216112,0.000052721505,0.0001386614],"category_scores_gemma":[0.000025007932,0.00009846031,0.00003674918,0.000067374225,0.000022623202,0.00010592005,0.000023214683,0.0001070659,0.0000042464817],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000033937636,0.000026133781,0.000048558446,0.00003982631,0.000015635385,4.880381e-7,0.00005673119,0.9641094,0.002479694,0.03282748,0.00001141602,0.00038122523],"study_design_scores_gemma":[0.0001233533,0.000011221978,0.0000654931,0.000017469882,0.000007861272,0.0000108245285,0.000029773102,0.99678427,0.00047608675,0.0022458953,0.00012835709,0.00009939507],"about_ca_topic_score_codex":0.000013857307,"about_ca_topic_score_gemma":9.62412e-7,"teacher_disagreement_score":0.7747104,"about_ca_system_score_codex":0.000048911745,"about_ca_system_score_gemma":0.000013583227,"threshold_uncertainty_score":0.4015095},"labels":[],"label_agreement":null},{"id":"W2940726464","doi":"10.1139/cgj-2018-0866","title":"Evaluation of additional confinement for three-dimensional geoinclusions under general stress state","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Infill; Plane stress; Stress (linguistics); Structural engineering; Stiffness; Parametric statistics; Stress field; Rotational symmetry; Geotechnical engineering; Mechanics; Finite element method; Materials science; Engineering; Mathematics; Physics","score_opus":0.015693408385866227,"score_gpt":0.22558454584059184,"score_spread":0.20989113745472562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2940726464","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8230499,0.00070972514,0.16446818,0.0011365032,0.0017972203,0.0019653994,0.005587293,0.00030646648,0.0009792924],"genre_scores_gemma":[0.9985535,0.000007215938,0.00079699355,0.00006284826,0.000114274335,0.000050865623,0.000327397,0.000033077165,0.000053784275],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998414,0.000028091281,0.00040075602,0.0001470251,0.00064832903,0.00036181937],"domain_scores_gemma":[0.9987301,0.00009598864,0.000058378035,0.00018162385,0.0005656269,0.00036828374],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0007984812,0.00014834972,0.00019658974,0.0002084467,0.00010741977,0.000025127058,0.00016791382,0.0001488633,0.0038117091],"category_scores_gemma":[0.00014486388,0.00014805298,0.00012177163,0.00015546205,0.000035676792,0.00007449496,0.000021181171,0.00030796637,0.000018264844],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003743029,0.0000143553025,0.000010067152,0.000015880827,0.00004585014,0.0000010092316,0.0000050368317,0.98499316,0.00063764397,0.00060506054,0.0043244753,0.009343719],"study_design_scores_gemma":[0.00066607445,0.000068866764,0.003778274,0.000083607745,0.000052972053,0.000026111182,0.0000058950127,0.9802459,0.0001565711,0.0051063127,0.009628638,0.00018077824],"about_ca_topic_score_codex":0.00064963434,"about_ca_topic_score_gemma":0.005549717,"teacher_disagreement_score":0.17550363,"about_ca_system_score_codex":0.0005339729,"about_ca_system_score_gemma":0.00059270096,"threshold_uncertainty_score":0.9970989},"labels":[],"label_agreement":null},{"id":"W2941357531","doi":"10.1139/cgj-2018-0560","title":"Strain-softening model evaluating geobelt–clay interaction validated by laboratory tests of sensor-enabled geobelts","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geosynthetics; Geotechnical engineering; Softening; Direct shear test; Dilatant; Soil water; Hydrogeology; Displacement (psychology); Shear (geology); Shear stress; Structural engineering; Materials science; Geology; Engineering; Composite material; Soil science","score_opus":0.012110882052642977,"score_gpt":0.23504125809324256,"score_spread":0.22293037604059956,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2941357531","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94111365,0.0003244271,0.056283392,0.0001822571,0.0005177332,0.0003273968,0.00017604866,0.0004447043,0.0006304],"genre_scores_gemma":[0.9980751,0.000040674586,0.0015230529,0.000078844794,0.000066531,0.000007703605,0.00004385648,0.00007469988,0.00008951891],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998002,0.0000612154,0.0006691976,0.00024602376,0.0003887803,0.00063276687],"domain_scores_gemma":[0.99852616,0.000110766974,0.00012669266,0.00032670036,0.0003124356,0.00059722416],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00076712685,0.00026648073,0.00036371188,0.0003299369,0.00010892876,0.000081750586,0.00028949845,0.00037129183,0.00017073083],"category_scores_gemma":[0.0003800462,0.00028385912,0.00011483528,0.00044215264,0.000037634825,0.00028985547,0.000025144329,0.0011162177,0.000034260436],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005433012,0.000009971367,0.00004101432,0.000042535576,0.000028462677,0.000007309162,0.00003626022,0.82647806,0.17024969,0.000044616758,0.00074901077,0.0023076045],"study_design_scores_gemma":[0.00046753514,0.00009514052,0.00031250497,0.0001782339,0.000031519732,0.00006491573,0.000047898386,0.9935707,0.0030394443,0.00020751295,0.0016581491,0.00032648072],"about_ca_topic_score_codex":0.00067202485,"about_ca_topic_score_gemma":0.00018689455,"teacher_disagreement_score":0.16721025,"about_ca_system_score_codex":0.0005688358,"about_ca_system_score_gemma":0.00032854555,"threshold_uncertainty_score":0.9999614},"labels":[],"label_agreement":null},{"id":"W2942593876","doi":"10.1080/19375247.2019.1595994","title":"Statistical evaluation of design methods for micropiles in Ontario soils","year":2018,"lang":"en","type":"article","venue":"DFI Journal The Journal of the Deep Foundations Institute","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"Ontario Centres of Excellence","keywords":"Civil engineering; Engineering; Soil water; Statistical analysis; Geotechnical engineering; Environmental science; Mathematics; Soil science; Statistics","score_opus":0.08135782440120512,"score_gpt":0.35640924666690343,"score_spread":0.27505142226569834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2942593876","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08980938,0.00017829222,0.90778035,0.00013702139,0.0017347276,0.00021857709,0.0000017529569,0.0000075092244,0.00013236934],"genre_scores_gemma":[0.87777007,0.00006376406,0.12192579,0.000017163606,0.00018376714,0.0000058842625,0.000001516585,0.000015679998,0.000016349268],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984312,0.0003429423,0.00069808884,0.00004885934,0.0003213959,0.00015752116],"domain_scores_gemma":[0.9983687,0.00041429413,0.00025840758,0.00018086149,0.0007286504,0.000049111823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005852086,0.000106948406,0.0001962989,0.00015796706,0.0002045493,0.000049503233,0.00038193772,0.00006577407,0.00004521014],"category_scores_gemma":[0.0014468102,0.000065338085,0.00010315102,0.0002571436,0.00016150474,0.00026028728,0.000022250544,0.00045286602,0.0000016413327],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000365414,0.00002748348,0.000052262556,0.000009514445,0.00006934234,2.569901e-7,0.00073335227,0.96680915,0.0023409408,0.000884626,0.00014961266,0.028886925],"study_design_scores_gemma":[0.0014144563,0.00024465908,0.010184243,0.00021607304,0.00046638193,0.00038376838,0.00015688156,0.935131,0.0036195915,0.035507873,0.0124981785,0.00017685641],"about_ca_topic_score_codex":0.000101193626,"about_ca_topic_score_gemma":0.0026246167,"teacher_disagreement_score":0.7879607,"about_ca_system_score_codex":0.00047380023,"about_ca_system_score_gemma":0.00034949527,"threshold_uncertainty_score":0.26644096},"labels":[],"label_agreement":null},{"id":"W2946309231","doi":"10.1139/cgj-2018-0672","title":"Passive arching in rubberized sand backfills","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"School of Civil, Environmental and Mining Engineering, University of Adelaide","keywords":"Geotechnical engineering; Deformation (meteorology); Geology; Stress (linguistics); Overburden pressure; Digital image correlation; Mining engineering; Composite material; Materials science","score_opus":0.004153214387386116,"score_gpt":0.17624574068635226,"score_spread":0.17209252629896615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2946309231","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9655987,0.0004378969,0.024381405,0.0009877086,0.00123077,0.00043423387,0.000021118882,0.00046490613,0.0064432677],"genre_scores_gemma":[0.99932796,0.00008143673,0.0002900616,0.000099773475,0.00008399979,0.0000066618345,0.000005823136,0.00003890549,0.00006535733],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99874073,0.00002751406,0.00035056096,0.00015254557,0.00016829271,0.00056033896],"domain_scores_gemma":[0.9991111,0.000065992484,0.000025370276,0.00021308352,0.000031973686,0.00055247534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025751907,0.00016442098,0.00024192354,0.00035765462,0.000050944935,0.00007231113,0.00024376519,0.00022060129,0.00030639232],"category_scores_gemma":[0.000099250574,0.00016605835,0.00008537966,0.0003429723,0.000024914216,0.00012799038,0.000016505695,0.0010025573,0.000120247205],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000029892224,0.000005169542,0.00016552476,0.00001786537,0.000009568134,0.00006298924,0.000034376884,0.98947287,0.001541742,0.00029462902,0.00046399303,0.007928306],"study_design_scores_gemma":[0.0013818931,0.000087474546,0.019668391,0.00030852322,0.00001302861,0.00038843183,0.00007063304,0.93264824,0.00032480754,0.0024785632,0.04192043,0.0007095728],"about_ca_topic_score_codex":0.0014635618,"about_ca_topic_score_gemma":0.0015868555,"teacher_disagreement_score":0.056824595,"about_ca_system_score_codex":0.00045755034,"about_ca_system_score_gemma":0.00013104806,"threshold_uncertainty_score":0.6771663},"labels":[],"label_agreement":null},{"id":"W2946924456","doi":"10.1186/s40703-019-0103-9","title":"On the role of geofoam density on the interface shear behavior of composite geosystems","year":2019,"lang":"en","type":"article","venue":"International Journal of Geo-Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"University of Engineering and Technology, Lahore; Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Materials science; Geotechnical engineering; Composite material; Composite number; Shear (geology); Structural engineering; Engineering","score_opus":0.004411691696497623,"score_gpt":0.1992311679012224,"score_spread":0.19481947620472476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2946924456","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9919397,0.00015008074,0.006351284,0.00014849906,0.0009868555,0.0001362974,0.000010701125,0.00003764911,0.000238933],"genre_scores_gemma":[0.9997371,0.000019149977,0.00009300033,0.000011915448,0.00009167292,0.0000041224107,0.0000014644868,0.000025839006,0.000015743992],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99875915,0.000019652176,0.00049292215,0.000079381054,0.0005070492,0.00014187452],"domain_scores_gemma":[0.99896336,0.00039768202,0.00015362045,0.00020931503,0.00023480816,0.000041229294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039957932,0.000146901,0.00023372639,0.00015677164,0.000015073654,0.00002541799,0.00048827735,0.00007229686,0.00004579102],"category_scores_gemma":[0.00015277806,0.00009789348,0.00014735501,0.000118051634,0.000016756745,0.00007910786,0.000045248173,0.00041424506,0.000015017657],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002315362,0.000038496608,0.0004403434,0.000025870238,0.00010892391,0.0000025563481,0.00011239333,0.9236328,0.070388034,0.0048157694,0.000032690918,0.00037894398],"study_design_scores_gemma":[0.00045379356,0.0002703188,0.014445514,0.00097525836,0.000047605266,0.00008661423,0.00016185403,0.8603152,0.12122142,0.0001627405,0.0016248805,0.00023481337],"about_ca_topic_score_codex":0.000018189508,"about_ca_topic_score_gemma":7.0418787e-7,"teacher_disagreement_score":0.06331764,"about_ca_system_score_codex":0.000092837035,"about_ca_system_score_gemma":0.00001161849,"threshold_uncertainty_score":0.39919803},"labels":[],"label_agreement":null},{"id":"W2948662001","doi":"10.1130/abs/2019cd-329308","title":"GEOMETRY AND MECHANICS OF INHERITED FOREARC FAULTS ON VANCOUVER ISLAND","year":2019,"lang":"en","type":"article","venue":"Abstracts with programs - Geological Society of America","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Forearc; Geology; Seismology; Subduction; Tectonics","score_opus":0.0086909444871695,"score_gpt":0.2022083132800977,"score_spread":0.1935173687929282,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2948662001","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98930216,0.00007617543,0.00943274,0.000040907846,0.000046368445,0.00032329693,0.0000056749395,0.00020692781,0.00056575844],"genre_scores_gemma":[0.9934653,0.00010239829,0.006283501,0.000057902256,0.000009852643,0.000013510634,0.000014618514,0.000019108227,0.000033797663],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99905384,0.000009027737,0.0002622531,0.00019382087,0.00022820257,0.0002528597],"domain_scores_gemma":[0.9994986,0.000094417934,0.000087860746,0.00017698326,0.00006667864,0.00007545949],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001052731,0.00016814105,0.0003218567,0.000023151646,0.000020080144,0.000006220504,0.00009578999,0.00019065815,0.00003319817],"category_scores_gemma":[0.000024181738,0.00012259427,0.00008234333,0.0003131654,0.00012800323,0.000053317446,0.00003098174,0.00025265632,0.0000037094526],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000845495,0.0003599815,0.0037637253,0.0006716408,0.0001972895,0.0000021989542,0.00039294804,0.9088724,0.0020270632,0.00009815214,0.00070876733,0.08282128],"study_design_scores_gemma":[0.0036793088,0.009958764,0.111754,0.0006121084,0.00012598174,0.000014916469,0.0019343795,0.83635706,0.0030563038,0.0008849264,0.030206388,0.0014158869],"about_ca_topic_score_codex":0.000076275894,"about_ca_topic_score_gemma":0.000007945752,"teacher_disagreement_score":0.10799028,"about_ca_system_score_codex":0.000016265147,"about_ca_system_score_gemma":0.0000069288176,"threshold_uncertainty_score":0.49992493},"labels":[],"label_agreement":null},{"id":"W2953540071","doi":"10.1016/j.jmrt.2019.06.029","title":"Sorptivity, swelling, shrinkage, compression and durability of quarry dust treated soft soils for moisture bound pavement geotechnics","year":2019,"lang":"en","type":"article","venue":"Journal of Materials Research and Technology","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"Bộ Giáo dục và Ðào tạo","keywords":"Sorptivity; Geotechnical engineering; Shrinkage; Durability; Expansive clay; Water content; Soil water; Compressive strength; Materials science; Moisture; Swelling; Oedometer test; Composite material; Environmental science; Geology; Soil science","score_opus":0.020762269512067073,"score_gpt":0.28026334452846924,"score_spread":0.2595010750164022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2953540071","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99542487,0.0008119058,0.0029665034,0.00020850885,0.000118688855,0.0003511635,0.00002235907,0.00008004234,0.000015969656],"genre_scores_gemma":[0.9987212,0.0008532517,0.00033251347,0.0000013561767,0.000030620322,0.000013379421,0.000004350997,0.00001951046,0.000023854293],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99883723,0.000043256085,0.00046559685,0.00014496678,0.00022865439,0.00028032187],"domain_scores_gemma":[0.9991281,0.00016972334,0.000103388906,0.00020368447,0.00032469397,0.0000704112],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001213337,0.00012546075,0.00041166047,0.00036159897,0.000055647848,0.000038463793,0.00016156989,0.000338561,0.000016615713],"category_scores_gemma":[0.00021293802,0.00010205182,0.000030577485,0.00021825382,0.00017238107,0.000082557126,0.0000924657,0.0003442481,8.516932e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000104952785,0.00010007944,0.0009529183,0.001104515,0.0000530843,0.000004212788,0.00003628032,0.006736473,0.9869843,0.0009726404,0.00013120502,0.0028193102],"study_design_scores_gemma":[0.0020421813,0.0023410683,0.0036663217,0.00053005887,0.000030468917,0.00007828982,0.00020475373,0.01688942,0.9518794,0.019496674,0.00255435,0.00028704063],"about_ca_topic_score_codex":0.000018081046,"about_ca_topic_score_gemma":0.000005634453,"teacher_disagreement_score":0.035104956,"about_ca_system_score_codex":0.00004704686,"about_ca_system_score_gemma":0.000022257249,"threshold_uncertainty_score":0.41615525},"labels":[],"label_agreement":null},{"id":"W2954157574","doi":"10.1139/cgj-2019-0112","title":"Effects of inclusion of granulated rubber tires on the mechanical behaviour of a compressive sand","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Natural rubber; Shearing (physics); Materials science; Composite material; Particle size; Compressibility; Compressive strength; Shear (geology); Chemistry","score_opus":0.003709483846632336,"score_gpt":0.17561545809653267,"score_spread":0.17190597424990034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2954157574","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963994,0.0002230537,0.002571734,0.00014572228,0.00019069621,0.00026823694,0.000016112443,0.000039919003,0.00014510223],"genre_scores_gemma":[0.99981433,0.00005307368,0.00005404003,0.000024226732,0.000018357932,0.0000036653694,0.0000026422617,0.000022618508,0.0000070718434],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99890053,0.000049885668,0.00043155215,0.00009703915,0.0002911501,0.0002298666],"domain_scores_gemma":[0.99907625,0.00027082226,0.00010169696,0.00023571581,0.00010822411,0.0002073171],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002782849,0.00013358027,0.00031539946,0.0001754221,0.000060395818,0.000006692125,0.00031975124,0.00022447623,0.000086608714],"category_scores_gemma":[0.00020550442,0.000098270844,0.00013330301,0.0002571706,0.000060918188,0.000034282286,0.00006800864,0.0005237074,0.0000034688937],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003066852,0.000061912,0.00014992653,0.00021803206,0.00005972695,0.000018052737,0.00012656095,0.8812441,0.11374439,0.0016601576,0.00049468555,0.002191776],"study_design_scores_gemma":[0.0021492615,0.0010790298,0.029810615,0.0021873557,0.00019146773,0.000104647166,0.000055329656,0.67122,0.28794682,0.0034615088,0.001187258,0.00060670567],"about_ca_topic_score_codex":0.0012418738,"about_ca_topic_score_gemma":0.000121043726,"teacher_disagreement_score":0.21002412,"about_ca_system_score_codex":0.00009048314,"about_ca_system_score_gemma":0.00007033252,"threshold_uncertainty_score":0.40073687},"labels":[],"label_agreement":null},{"id":"W2954409405","doi":"10.1139/cgj-2019-0026","title":"Bearing capacity of spread footings on aggregate pier–reinforced clay: updates and stress concentration","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Pier; Bearing capacity; Geotechnical engineering; Aggregate (composite); Structural engineering; Shallow foundation; Bearing (navigation); Geology; Engineering; Materials science; Computer science; Composite material","score_opus":0.006744831285727849,"score_gpt":0.17772708689514788,"score_spread":0.17098225560942004,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2954409405","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99370754,0.00010802183,0.004825466,0.00013287022,0.00023298924,0.000162668,0.000029368413,0.00012725678,0.0006738415],"genre_scores_gemma":[0.9996071,0.00008581484,0.00014474853,0.00004567001,0.000052326057,0.0000024450183,0.0000104889305,0.000025179674,0.000026212312],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99897945,0.000015464555,0.00033327992,0.00013807349,0.00017703336,0.00035667108],"domain_scores_gemma":[0.99922687,0.00005554789,0.00006352739,0.00017615549,0.0000674024,0.0004104892],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021031711,0.00015474607,0.00022073578,0.00013081559,0.00006763811,0.00005855724,0.00014670109,0.00021052422,0.000048991504],"category_scores_gemma":[0.00012051759,0.00015547736,0.000058138514,0.00016031817,0.00005340064,0.00013339316,0.000014194063,0.0005587034,0.000010118244],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005328329,0.0000032946612,0.00048623802,0.000060585775,0.000019861098,0.000005685027,0.000057725407,0.98612714,0.008500342,0.0016382743,0.00006497655,0.0030305658],"study_design_scores_gemma":[0.00064371276,0.00020439306,0.0070118047,0.00048676736,0.000025329038,0.000091985115,0.00004480361,0.9707991,0.017778307,0.0003644701,0.0021525573,0.00039680785],"about_ca_topic_score_codex":0.0012020232,"about_ca_topic_score_gemma":0.00030273604,"teacher_disagreement_score":0.015328061,"about_ca_system_score_codex":0.00017951104,"about_ca_system_score_gemma":0.000059044683,"threshold_uncertainty_score":0.6340183},"labels":[],"label_agreement":null},{"id":"W2961717595","doi":"10.1139/cgj-2019-0240","title":"Analysis of helical soil-nailed walls under static and seismic conditions","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Amplification factor; Geotechnical engineering; Structural engineering; Shear modulus; Parametric statistics; Modulus; Materials science; Geology; Engineering; Mathematics; Composite material","score_opus":0.005564616367421688,"score_gpt":0.19772404144231467,"score_spread":0.19215942507489298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2961717595","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.950286,0.00017702776,0.048365083,0.00046176914,0.00014348539,0.00012359647,0.00006927518,0.00012334967,0.00025046838],"genre_scores_gemma":[0.9995585,0.000097549215,0.000078708275,0.0001421842,0.000020765088,0.0000040861205,0.00002587412,0.000022967733,0.000049365153],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989609,0.000024513234,0.0003706494,0.00013810897,0.00017128026,0.00033453168],"domain_scores_gemma":[0.999052,0.00009602434,0.000039111263,0.00020924443,0.00006883887,0.00053479994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002032528,0.0001373918,0.00033532246,0.00059188524,0.000056218552,0.00003861675,0.00014425255,0.00018824326,0.00033925654],"category_scores_gemma":[0.000060521405,0.00013685855,0.00013122355,0.00068817975,0.000060377402,0.00008408593,0.000014505473,0.00045209573,0.00002049359],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000001259546,0.0000064708197,0.0002598192,0.000018568726,0.0002351824,0.000006077063,0.00002487634,0.99758786,0.00070743094,0.00040710968,0.00021030338,0.0005350463],"study_design_scores_gemma":[0.00022024945,0.0000400335,0.02203164,0.000030122295,0.0002074186,0.000041070405,0.000048179103,0.9751689,0.00004414294,0.0006924083,0.0013029046,0.0001729266],"about_ca_topic_score_codex":0.0011288122,"about_ca_topic_score_gemma":0.0014790779,"teacher_disagreement_score":0.049272556,"about_ca_system_score_codex":0.0002034034,"about_ca_system_score_gemma":0.00010459268,"threshold_uncertainty_score":0.558093},"labels":[],"label_agreement":null},{"id":"W2962848301","doi":"10.4067/s0718-28132019000100076","title":"Análisis dinámico de una excavación profunda contenida mediante pilotes anclados en la grava de Santiago","year":2019,"lang":"es","type":"article","venue":"Obras y proyectos","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Humanities; Art; Physics","score_opus":0.0036747122547952094,"score_gpt":0.21921778578546386,"score_spread":0.21554307353066865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2962848301","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97651184,0.0010759733,0.011774276,0.00043121012,0.00049150904,0.0012170534,0.0000740599,0.0011779171,0.0072461483],"genre_scores_gemma":[0.9974861,0.00047379968,0.0008309691,0.00007148497,0.00024698704,0.00012254703,0.000039518058,0.0001928819,0.00053569715],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99730843,0.00020919899,0.0005375063,0.0005736521,0.00037075006,0.0010004849],"domain_scores_gemma":[0.9982273,0.00058942277,0.00010424117,0.00064919697,0.00010484496,0.00032502518],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006951492,0.00055921404,0.0006177166,0.00022425022,0.00009550479,0.0002517754,0.00048737135,0.0006274587,0.0002804831],"category_scores_gemma":[0.00071294483,0.0005658771,0.00020636774,0.0005345902,0.000095929056,0.00026602254,0.00013030814,0.0008582391,0.00030323383],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017791295,0.00051101943,0.10237799,0.007114295,0.00072809943,0.00012862214,0.0036571,0.25777096,0.57735926,0.027852988,0.0013235102,0.02099828],"study_design_scores_gemma":[0.0041625043,0.0008191626,0.16504095,0.0032866246,0.00039602106,0.00018202413,0.00067165185,0.68026876,0.10482051,0.0018573221,0.03552353,0.0029708992],"about_ca_topic_score_codex":0.00027525876,"about_ca_topic_score_gemma":0.000019643345,"teacher_disagreement_score":0.47253874,"about_ca_system_score_codex":0.00030643327,"about_ca_system_score_gemma":0.00018287201,"threshold_uncertainty_score":0.99967927},"labels":[],"label_agreement":null},{"id":"W2965645596","doi":"10.1139/cgj-2019-0205","title":"Experimental study of the evolution of soil arching effect under cyclic loading based on trapdoor test and particle image velocimetry","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"China Scholarship Council; National Natural Science Foundation of China; National Science Foundation","keywords":"Particle image velocimetry; Arch; Displacement (psychology); Geotechnical engineering; Amplitude; Particle displacement; Digital image correlation; Structural engineering; Geology; Stress (linguistics); Particle (ecology); Materials science; Mechanics; Engineering; Optics; Composite material; Physics","score_opus":0.004465273069008407,"score_gpt":0.19908558817679278,"score_spread":0.19462031510778438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2965645596","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99606305,0.00009599514,0.0032970957,0.000050060382,0.00014148015,0.00023106643,0.000004335456,0.000043149666,0.00007376535],"genre_scores_gemma":[0.99990386,0.0000012427962,0.000028968265,0.000013907691,0.000021252286,0.000004998432,4.0291184e-7,0.000022248056,0.0000031329841],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990941,0.000057173493,0.00027865483,0.000117840274,0.00020979284,0.00024240828],"domain_scores_gemma":[0.99932766,0.00019173362,0.000047652225,0.0002133912,0.000024024932,0.00019552025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034065085,0.00012376081,0.00019387857,0.0001293355,0.00007776666,0.00002074354,0.0001602798,0.000090276764,0.000017422168],"category_scores_gemma":[0.00015492222,0.000098352495,0.00007127963,0.0002750272,0.000044895067,0.000061465835,0.000017255765,0.00042383067,0.000002075313],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000781099,0.00007864893,0.003371377,0.00003428722,0.000012711481,0.0000022731836,0.000071809074,0.9052572,0.09070138,0.00004572582,0.0000085041465,0.00040823585],"study_design_scores_gemma":[0.0010070786,0.00084927696,0.0703011,0.00015132413,0.00003151437,0.000017550112,0.00035829362,0.89568853,0.031384155,0.00004612334,0.000008392911,0.00015666953],"about_ca_topic_score_codex":0.0014933279,"about_ca_topic_score_gemma":0.00030230975,"teacher_disagreement_score":0.06692972,"about_ca_system_score_codex":0.0003522452,"about_ca_system_score_gemma":0.00006472541,"threshold_uncertainty_score":0.40106985},"labels":[],"label_agreement":null},{"id":"W2965814147","doi":"10.1139/cgj-2018-0703","title":"Analysis of sand – woven geotextile interface shear behavior using discrete element method (DEM)","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":70,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Direct shear test; Geotextile; Discrete element method; Geotechnical engineering; Shear (geology); Materials science; Triaxial shear test; Shear stress; Shear band; Composite material; Anisotropy; Shear strength (soil); Shear force; Geology; Mechanics; Optics; Soil water; Physics","score_opus":0.011252474526232238,"score_gpt":0.2579671377695308,"score_spread":0.24671466324329855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2965814147","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45294812,0.0003852378,0.54537094,0.00008865078,0.00036559047,0.00029248922,0.000080834856,0.00014298304,0.000325153],"genre_scores_gemma":[0.99637884,0.000035883808,0.003417104,0.000024409715,0.00004240779,0.0000062469535,0.000012924813,0.000042294338,0.000039915183],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983487,0.00004897642,0.00058851554,0.00021380368,0.00028395565,0.0005160204],"domain_scores_gemma":[0.9988422,0.000058914142,0.000081551094,0.00037175973,0.00008538365,0.00056021375],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005498182,0.0002112458,0.00049153256,0.0006972909,0.00006736399,0.000057532718,0.00032340258,0.00024799805,0.00072721735],"category_scores_gemma":[0.00006327205,0.00021104052,0.00028739197,0.00095036,0.000033809618,0.00012435824,0.000037108566,0.00063559145,0.00001367665],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000030398824,0.00000947494,0.00039262776,0.000019433537,0.00021954245,0.0000102246495,0.00004041776,0.9896953,0.0060500638,0.00004766372,0.00004847916,0.0034637384],"study_design_scores_gemma":[0.00020291806,0.00005699479,0.0041833036,0.00005445769,0.0005472053,0.00004504945,0.00004194884,0.99116325,0.0009088183,0.000042221396,0.0024963033,0.00025752248],"about_ca_topic_score_codex":0.0030074574,"about_ca_topic_score_gemma":0.00063131115,"teacher_disagreement_score":0.5434307,"about_ca_system_score_codex":0.00050573377,"about_ca_system_score_gemma":0.00014450974,"threshold_uncertainty_score":0.86059827},"labels":[],"label_agreement":null},{"id":"W2967712780","doi":"10.1680/jgein.19.00041","title":"Geosynthetic reinforcement stiffness characterization for MSE wall design","year":2019,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":95,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Stiffness; Ultimate tensile strength; Reinforcement; Structural engineering; Creep; Limit state design; Materials science; Geosynthetics; Tension (geology); Deformation (meteorology); Geotechnical engineering; Composite material; Engineering","score_opus":0.010697974504836026,"score_gpt":0.2041884259357272,"score_spread":0.19349045143089116,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2967712780","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11311781,0.00001577694,0.88226444,0.0002984807,0.0019570002,0.00058542093,0.00004466782,0.00047224446,0.0012441741],"genre_scores_gemma":[0.99706113,0.000045199326,0.0013453778,0.00004158789,0.00008800096,0.000097448676,0.00026978788,0.000048933864,0.0010025577],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999061,0.000009853907,0.0002792062,0.00018640124,0.00023716113,0.00022640353],"domain_scores_gemma":[0.9994804,0.00007880583,0.000039997652,0.00022025609,0.00012513559,0.000055396496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018170782,0.0001612721,0.00013774249,0.00011214686,0.000033210825,0.000054354765,0.00023651528,0.00010422779,0.0003280457],"category_scores_gemma":[0.000072288436,0.00017073409,0.00006986594,0.00007776215,0.0000152449575,0.00011343744,0.000027202595,0.00009518435,0.00014073246],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000205192,0.000021837946,0.000015683027,0.000050868322,0.00002887007,3.2862712e-7,0.000068545465,0.96583456,0.020091655,0.0055090855,0.0000733036,0.008284751],"study_design_scores_gemma":[0.00032726338,0.000031870746,0.00038071861,0.000042852604,0.000011713844,0.0000034092882,0.000009116803,0.94554514,0.002799162,0.00038860334,0.050255157,0.00020497429],"about_ca_topic_score_codex":0.0000016620797,"about_ca_topic_score_gemma":6.2065516e-7,"teacher_disagreement_score":0.8839433,"about_ca_system_score_codex":0.00011368635,"about_ca_system_score_gemma":0.000013226814,"threshold_uncertainty_score":0.6962334},"labels":[],"label_agreement":null},{"id":"W2968536458","doi":"10.1016/j.compgeo.2019.103202","title":"Analytical solutions for vacuum preloading consolidation with prefabricated vertical drain based on elliptical cylinder model","year":2019,"lang":"en","type":"article","venue":"Computers and Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Science Foundation of Guangxi Province; National Natural Science Foundation of China; Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; China Scholarship Council; China Association for Science and Technology","keywords":"Consolidation (business); Cylinder; Parametric statistics; Mechanics; Engineering; Geotechnical engineering; Materials science; Mathematics; Geometry; Physics","score_opus":0.01351353475098338,"score_gpt":0.2051411333493787,"score_spread":0.19162759859839532,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2968536458","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06795773,0.000020124668,0.93064463,0.00022299778,0.000071786555,0.00037795582,0.000008049957,0.00048499356,0.00021174223],"genre_scores_gemma":[0.99412006,0.0000068453983,0.005651666,0.000081182254,0.000020214717,0.000031656426,0.000036954225,0.000032388252,0.000019005001],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99907404,0.000009326016,0.0001876861,0.00025166245,0.0001416159,0.00033566216],"domain_scores_gemma":[0.9994189,0.0001724338,0.000011244062,0.00022903271,0.000053516105,0.00011488338],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015105729,0.0001679161,0.00019396369,0.00009767467,0.00007297344,0.000044437264,0.000089241235,0.0001783255,0.0000035709647],"category_scores_gemma":[0.000028296761,0.00015138046,0.000047621146,0.00018015015,0.000044400174,0.000059950842,0.000026984848,0.00021211253,0.000005715917],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026730871,0.00003932026,0.000010294983,0.00007312291,0.0000143760135,4.1702435e-7,0.000014027284,0.9886862,0.00020844881,0.009872983,0.0001559747,0.000898097],"study_design_scores_gemma":[0.0006049832,0.00022502907,0.0001615478,0.00006884522,0.00003125381,0.0000026280102,0.0000037114469,0.9977818,0.00009467688,0.00046360662,0.00035007557,0.00021185073],"about_ca_topic_score_codex":6.754241e-7,"about_ca_topic_score_gemma":3.4870558e-7,"teacher_disagreement_score":0.92616236,"about_ca_system_score_codex":0.000063394975,"about_ca_system_score_gemma":0.000023873996,"threshold_uncertainty_score":0.6173116},"labels":[],"label_agreement":null},{"id":"W2969346265","doi":"10.1016/j.sandf.2019.05.010","title":"Predicting one-dimensional compression of tire derived aggregate using a simple method","year":2019,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Compression (physics); Materials science; Specific gravity; Compression test; Aggregate (composite); Void (composites); Particle size; Modulus; Structural engineering; Mathematics; Composite material; Engineering","score_opus":0.019607256436462328,"score_gpt":0.26231682536677803,"score_spread":0.2427095689303157,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2969346265","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93701714,0.00009831519,0.062248066,0.000010924809,0.00009527969,0.000100675585,0.000008657658,0.00012802293,0.00029291995],"genre_scores_gemma":[0.99318814,0.0000133285075,0.0067144996,0.0000045860215,0.000018169281,0.0000035839325,0.000029263168,0.00001491782,0.000013483491],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995151,0.000014373786,0.00016910028,0.00010092778,0.00009236857,0.00010811156],"domain_scores_gemma":[0.9997022,0.00007375385,0.00003112633,0.0001104317,0.000041954838,0.00004049281],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000093328104,0.00007481605,0.0001280198,0.000049218535,0.000064610605,0.00001582303,0.000035837762,0.00005799377,0.00004051891],"category_scores_gemma":[0.000028854158,0.00007572059,0.000028131635,0.00011561522,0.000017289894,0.000094008254,0.000026451291,0.00008220918,0.0000032389212],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000021855255,0.000012856033,0.00082074734,0.00009931575,0.00001989615,1.1636973e-7,0.000118622935,0.9127696,0.07895836,0.0005099135,0.0000031848456,0.0066851834],"study_design_scores_gemma":[0.0001874139,0.000015690704,0.0031491367,0.00008498848,0.000016705984,0.0000023563562,0.000033481934,0.99398,0.0019137661,0.0004174784,0.000115816365,0.00008320039],"about_ca_topic_score_codex":0.000050451552,"about_ca_topic_score_gemma":0.0000074124587,"teacher_disagreement_score":0.081210345,"about_ca_system_score_codex":0.000017811444,"about_ca_system_score_gemma":0.0000112727,"threshold_uncertainty_score":0.3087796},"labels":[],"label_agreement":null},{"id":"W2972018157","doi":"10.1139/cgj-2019-0274","title":"Effect of ground improvement on the lateral resistance of closed-end steel pipe piles in a coal ash pond","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Ministerio de Ciencia, Tecnología, Conocimiento e Innovación","keywords":"Geotechnical engineering; Pile; Reinforcement; Bending moment; Coal; Stiffness; Structural engineering; Coal mining; Bending; Structural load; Head (geology); Engineering; Geology; Waste management","score_opus":0.0039418731012688,"score_gpt":0.1840764198798762,"score_spread":0.18013454677860738,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2972018157","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99781513,0.00014035357,0.00034640147,0.00022032604,0.00021842403,0.00030231458,0.000024727751,0.00003568231,0.000896639],"genre_scores_gemma":[0.9997642,0.00003358272,0.000016183292,0.00004226758,0.000035467576,0.000009423488,0.000003308989,0.000024918796,0.000070651644],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987528,0.00006259498,0.0004460098,0.00012941984,0.00025592314,0.00035326052],"domain_scores_gemma":[0.9991762,0.00023880953,0.00006775086,0.00028146742,0.000047723584,0.00018802845],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007866113,0.00016323611,0.00029693852,0.00020393188,0.000035310706,0.000024970299,0.00029016202,0.00017175973,0.00008617331],"category_scores_gemma":[0.00014808984,0.00012246877,0.00009415937,0.00028994874,0.00005402137,0.000059373095,0.000017880942,0.0006570099,0.0000072252064],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012618197,0.000035342582,0.0006363231,0.0003490535,0.000053613174,0.00003494572,0.00008576612,0.9670735,0.022193188,0.0020680744,0.0005933961,0.006750625],"study_design_scores_gemma":[0.0136032775,0.010400359,0.2037692,0.0057151755,0.00024448434,0.0001877068,0.00030142206,0.6172796,0.09370071,0.0060691857,0.045608923,0.0031199427],"about_ca_topic_score_codex":0.0012092557,"about_ca_topic_score_gemma":0.0035947573,"teacher_disagreement_score":0.34979388,"about_ca_system_score_codex":0.0002932316,"about_ca_system_score_gemma":0.00008945334,"threshold_uncertainty_score":0.49941313},"labels":[],"label_agreement":null},{"id":"W2976444391","doi":"10.1007/s41062-019-0235-y","title":"Laboratory studies of interaction properties between fine sand and various grid reinforcements","year":2019,"lang":"en","type":"article","venue":"Innovative Infrastructure Solutions","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Geogrid; Transverse plane; Materials science; Reinforcement; Direct shear test; Shear (geology); Geotechnical engineering; Composite material; Grid pattern; Structural engineering; Shear strength (soil); Grid; Engineering; Geology; Soil water","score_opus":0.01993110773301559,"score_gpt":0.2431715595885319,"score_spread":0.2232404518555163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2976444391","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99055576,0.00036999385,0.0076309247,0.0000353937,0.00045396248,0.00019951815,0.00005510334,0.00016383847,0.00053552404],"genre_scores_gemma":[0.9995161,0.00003703551,0.00032040072,0.0000085248375,0.000046774625,0.000012455179,0.000023729466,0.0000142522185,0.000020702455],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9993524,0.000012350666,0.00028076433,0.00010769452,0.00010357476,0.00014324041],"domain_scores_gemma":[0.99943125,0.000039857256,0.00005369789,0.00012671456,0.00032649768,0.000021951899],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009142184,0.00012872483,0.00020467066,0.00013142911,0.00005137906,0.0000105420295,0.000053509273,0.00007918802,0.000017717799],"category_scores_gemma":[0.00012566046,0.0001119382,0.000014720332,0.0005683869,0.000082584156,0.00018028736,0.000047008685,0.00020688007,0.0000034293737],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011898214,0.000009489449,0.008854051,0.00058367004,0.00037653974,4.1773805e-7,0.002259525,0.85859776,0.12189362,0.0025471651,0.0011775686,0.0036882812],"study_design_scores_gemma":[0.004736769,0.0013089192,0.49619016,0.002295642,0.0002967942,0.000025060957,0.006161,0.20032728,0.24768172,0.0073675415,0.030811088,0.0027980069],"about_ca_topic_score_codex":0.000006772987,"about_ca_topic_score_gemma":0.000002503888,"teacher_disagreement_score":0.6582705,"about_ca_system_score_codex":0.00007356786,"about_ca_system_score_gemma":0.000018817906,"threshold_uncertainty_score":0.45647073},"labels":[],"label_agreement":null},{"id":"W2977798769","doi":"10.1080/17486025.2019.1670873","title":"Spectral bearing capacity analysis of strip footings under pseudo-dynamic excitation","year":2019,"lang":"en","type":"article","venue":"Geomechanics and Geoengineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rocscience (Canada)","funders":"","keywords":"Bearing capacity; Cohesion (chemistry); Geotechnical engineering; Structural engineering; Dimensionless quantity; Seismic analysis; Parametric statistics; Shallow foundation; Friction angle; Engineering; Mathematics; Mechanics; Physics","score_opus":0.005603652942589482,"score_gpt":0.17824398148613,"score_spread":0.1726403285435405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2977798769","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71657544,0.00012103344,0.2827304,0.000008189502,0.00016404399,0.000099159945,0.000009624341,0.00023187764,0.000060213013],"genre_scores_gemma":[0.9988359,0.000100483805,0.00095875893,0.0000044327053,0.0000125476145,0.0000066207417,0.000026334192,0.000034739547,0.000020138868],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99900776,0.0000057989046,0.00029826572,0.00021407501,0.00017202098,0.00030205373],"domain_scores_gemma":[0.99956745,0.000049690527,0.000037788242,0.00022032685,0.00004449468,0.000080256694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019240656,0.00018995268,0.0003395888,0.00041692492,0.000026994101,0.000028455175,0.00009543322,0.00012482224,0.000024105904],"category_scores_gemma":[0.00002183994,0.0002149591,0.00010785888,0.0008637873,0.0000073211922,0.00011747719,0.00003339836,0.00019782463,0.0000038481717],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000014075367,0.00000685798,0.00007753153,0.00014673536,0.00020135542,3.0815715e-7,0.00010310164,0.97185516,0.022839727,0.0041096336,7.297768e-7,0.0006574256],"study_design_scores_gemma":[0.00016979355,0.000032231594,0.010929689,0.00003142422,0.00014288016,0.0000018736986,0.00006626226,0.9873054,0.00042350366,0.0006420113,0.000034537727,0.00022037922],"about_ca_topic_score_codex":0.000027079956,"about_ca_topic_score_gemma":0.000017941977,"teacher_disagreement_score":0.28226048,"about_ca_system_score_codex":0.000063888714,"about_ca_system_score_gemma":0.000004922388,"threshold_uncertainty_score":0.87657773},"labels":[],"label_agreement":null},{"id":"W2978506667","doi":"10.3390/app9194078","title":"Effects of Polypropylene Fiber on the Liquefaction Resistance of Saturated Sand in Ring Shear Tests","year":2019,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Quest University Canada","funders":"Water Conservancy Science and Technology Project of Jiangsu Province; Government of Jiangsu Province; Fundamental Research Funds for the Central Universities; Disaster Prevention Research Institute, Kyoto University; Science and Technology Support Program of Jiangsu Province; National Natural Science Foundation of China","keywords":"Shearing (physics); Materials science; Composite material; Compaction; Geotechnical engineering; Shear (geology); Direct shear test; Fiber; Liquefaction; Geology","score_opus":0.005247256330330469,"score_gpt":0.1928728063601057,"score_spread":0.18762555002977524,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2978506667","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99377555,0.0000782677,0.00010032453,0.000022820192,0.00005190291,0.00016981254,3.7365e-7,0.000045408095,0.005755542],"genre_scores_gemma":[0.9998328,0.000010652547,0.0001033668,0.0000045452343,0.000004773025,0.000009318965,2.5513557e-7,0.00000472826,0.000029549645],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99954194,0.000008377975,0.000119290235,0.00009416202,0.00013790566,0.00009831526],"domain_scores_gemma":[0.9996508,0.00021395153,0.000023500128,0.00009043855,0.000009719441,0.000011640906],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019837986,0.000056845864,0.0000929585,0.000057151985,0.00001816569,0.0000063828375,0.000094605166,0.00003874131,0.000008199957],"category_scores_gemma":[0.000039224044,0.000039364884,0.000012805758,0.00042863772,0.00004978858,0.000031652777,0.000008075242,0.00008022933,0.000006242793],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000086639475,0.000011595646,0.0000970817,0.00015701303,0.0000025237068,1.02325195e-7,0.00011034688,0.617934,0.37771034,0.0032459446,0.0000101261085,0.00071229663],"study_design_scores_gemma":[0.00024190465,0.000066001696,0.04705392,0.0002377223,0.0000038818002,1.7649148e-7,0.00005206011,0.0502682,0.9012701,0.00057505234,0.0000985503,0.00013241344],"about_ca_topic_score_codex":0.00001328452,"about_ca_topic_score_gemma":0.000006022435,"teacher_disagreement_score":0.56766576,"about_ca_system_score_codex":0.000016513173,"about_ca_system_score_gemma":0.0000073570973,"threshold_uncertainty_score":0.16052534},"labels":[],"label_agreement":null},{"id":"W2980970520","doi":"10.1093/ijlct/ctz047","title":"Assessment of strength development of cemented desert soil","year":2019,"lang":"en","type":"article","venue":"International Journal of Low-Carbon Technologies","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"California bearing ratio; Geotechnical engineering; Compaction; Compressive strength; Cement; Foundation (evidence); Sand dune stabilization; Soil stabilization; Road construction; Environmental science; Civil engineering; Geology; Engineering; Soil water; Soil science; Materials science; Geography","score_opus":0.006096654341601964,"score_gpt":0.23141468456426378,"score_spread":0.2253180302226618,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2980970520","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9895357,0.00015326898,0.0085309455,0.00005125525,0.0005092192,0.00005751638,0.0000028810057,0.00015360987,0.001005592],"genre_scores_gemma":[0.99373204,0.00012055463,0.0061067725,0.0000013185775,0.000011382324,0.0000026355738,0.0000027786896,0.000012137764,0.00001039458],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987616,0.0000062449085,0.00061878347,0.000068581816,0.00044279985,0.000101982434],"domain_scores_gemma":[0.99927473,0.00004879296,0.00021852794,0.0001312464,0.00031059605,0.000016099373],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019008486,0.00010384796,0.00022991974,0.00034296187,0.0000053769786,0.000007858622,0.00043514374,0.000103146245,0.000013675326],"category_scores_gemma":[0.00010252555,0.00009184447,0.000068325964,0.00015181919,0.000033091852,0.00007335914,0.00007054449,0.00019714574,7.2768506e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026656306,0.00022573082,0.01372876,0.0002761599,0.00058586657,0.000008225476,0.00017238544,0.66706586,0.2691116,0.0022561334,0.00002628491,0.04651635],"study_design_scores_gemma":[0.0014041117,0.000250394,0.029554868,0.0009465691,0.000028328546,0.000016692338,0.0009461835,0.23599066,0.728911,0.0008636362,0.0007755483,0.0003120032],"about_ca_topic_score_codex":0.0000024333806,"about_ca_topic_score_gemma":0.0000022615388,"teacher_disagreement_score":0.4597994,"about_ca_system_score_codex":0.00013077905,"about_ca_system_score_gemma":0.000058967384,"threshold_uncertainty_score":0.3745309},"labels":[],"label_agreement":null},{"id":"W2981207718","doi":"10.1080/19386362.2019.1677410","title":"Critical depth of displacement piles in overconsolidated cohesionless soils","year":2019,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Geotechnical engineering; Pile; Displacement (psychology); Geology; Soil water; Failure mechanism; Engineering; Structural engineering; Soil science","score_opus":0.0054788132022478815,"score_gpt":0.2373315819383741,"score_spread":0.2318527687361262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2981207718","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90155405,0.00032092896,0.09608632,0.00014646644,0.0013495308,0.00011337129,0.00001096118,0.00012884103,0.00028951553],"genre_scores_gemma":[0.99859315,0.00012429795,0.0011542162,0.000010243403,0.000072641546,0.0000055726114,0.000004099853,0.000029819385,0.000005973355],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983698,0.000013573779,0.00079968857,0.00011280567,0.0004894091,0.00021470935],"domain_scores_gemma":[0.999183,0.0002702028,0.000077414414,0.00014892063,0.00022895177,0.00009151735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034983983,0.0001609365,0.0003432361,0.0003774766,0.0000053326653,0.00002426557,0.00040070934,0.0001530073,0.000070070964],"category_scores_gemma":[0.00048519194,0.00015758617,0.00012780957,0.00022438349,0.000027459933,0.00024043348,0.000058602174,0.0004419159,0.0000075931002],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027024857,0.000061130486,0.00030734358,0.00008047016,0.000044073615,0.000022037235,0.000023395341,0.9809605,0.015078295,0.0021565459,0.00002860392,0.0012106071],"study_design_scores_gemma":[0.00082042295,0.00011369313,0.009324317,0.00061363616,0.000015214739,0.00007605669,0.000024493766,0.9803888,0.0069190576,0.00018384418,0.0012957567,0.00022469385],"about_ca_topic_score_codex":0.0000074612926,"about_ca_topic_score_gemma":0.0000019623203,"teacher_disagreement_score":0.09703907,"about_ca_system_score_codex":0.00016668571,"about_ca_system_score_gemma":0.000027971922,"threshold_uncertainty_score":0.64261776},"labels":[],"label_agreement":null},{"id":"W2981262959","doi":"10.1139/cgj-2019-0147","title":"An experimental investigation of the response of slender protective structures to rockfall impacts","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Agence Nationale de la Recherche","keywords":"Ballast; Rockfall; Structural engineering; Geotechnical engineering; Displacement (psychology); Breakage; Geology; Engineering; Materials science; Composite material","score_opus":0.0072443185309446455,"score_gpt":0.20975173363782648,"score_spread":0.20250741510688183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2981262959","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9953854,0.00006482401,0.0038127135,0.00016305942,0.00018457415,0.00030549837,0.000013728872,0.000045788667,0.000024429262],"genre_scores_gemma":[0.9996184,0.0000010514947,0.00026214196,0.00005367901,0.000028523844,0.0000062310796,0.0000010816218,0.000022847375,0.0000060297457],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990847,0.00007458489,0.00028822751,0.00010414513,0.00021412948,0.00023421507],"domain_scores_gemma":[0.9991048,0.000034901484,0.00005293808,0.00028594525,0.00008776214,0.00043364812],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032227024,0.00011621405,0.00016214534,0.00018460082,0.000046418278,0.000017801616,0.00029088254,0.00015746373,0.000045886194],"category_scores_gemma":[0.00017836897,0.00009207276,0.000070610986,0.00031728816,0.000042489995,0.000100562596,0.000017852573,0.0003667113,0.0000027108208],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026774343,0.0000035768612,0.00015488407,0.000012846653,0.000008194039,8.264139e-7,0.0002462539,0.7438526,0.25536218,0.00010734671,0.00006999293,0.00015451887],"study_design_scores_gemma":[0.0008261676,0.0010501621,0.27053452,0.0003117633,0.000027512013,0.0001622382,0.0005944026,0.16638336,0.5566597,0.00201734,0.0008721544,0.0005607067],"about_ca_topic_score_codex":0.0010255126,"about_ca_topic_score_gemma":0.00030416073,"teacher_disagreement_score":0.5774693,"about_ca_system_score_codex":0.00030180116,"about_ca_system_score_gemma":0.00021736871,"threshold_uncertainty_score":0.37546185},"labels":[],"label_agreement":null},{"id":"W2981529511","doi":"10.1139/cgj-2018-0781","title":"Discussion of “New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata”","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geology; Booster (rocketry); Prefabrication; Engineering; Civil engineering","score_opus":0.006340450956268734,"score_gpt":0.18755055550720914,"score_spread":0.18121010455094042,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2981529511","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.578557,0.00008357334,0.4151529,0.0008412044,0.00034411924,0.000988244,0.000032553107,0.00027225842,0.0037281234],"genre_scores_gemma":[0.997126,0.0000090103695,0.002504038,0.000039555558,0.000057202902,0.000007177737,0.000012909667,0.000051583997,0.00019255128],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984026,0.00002329078,0.00052636093,0.0002383854,0.00031012442,0.0004992592],"domain_scores_gemma":[0.9984735,0.00003441698,0.000048513088,0.00039122158,0.00010036924,0.00095194526],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023786021,0.00021919314,0.0003850193,0.00028370495,0.000039058636,0.000034145094,0.0003490215,0.00026077798,0.0001542864],"category_scores_gemma":[0.00009119072,0.000154806,0.000097323296,0.00048334934,0.00004201531,0.00013129438,0.000055914716,0.0006318715,0.000016375889],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005510828,0.000046380726,0.0003300011,0.00015539864,0.00007083587,0.00000935475,0.00014502654,0.95908475,0.028775414,0.00033362128,0.00042171517,0.010572397],"study_design_scores_gemma":[0.0017271707,0.0010211866,0.01453522,0.00041372504,0.00012492223,0.00020341668,0.00012718404,0.9647786,0.010883597,0.00041203553,0.004963713,0.00080923276],"about_ca_topic_score_codex":0.00081043347,"about_ca_topic_score_gemma":0.0003293417,"teacher_disagreement_score":0.41856894,"about_ca_system_score_codex":0.0002610918,"about_ca_system_score_gemma":0.00022821118,"threshold_uncertainty_score":0.63128054},"labels":[],"label_agreement":null},{"id":"W2981683348","doi":"10.1061/(asce)gt.1943-5606.0002192","title":"Reliability-Based Analysis of Internal Limit States for MSE Walls Using Steel-Strip Reinforcement","year":2019,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Ultimate tensile strength; Limit state design; Reinforcement; Reliability (semiconductor); Structural engineering; Monte Carlo method; Limit (mathematics); Materials science; Engineering; Composite material; Mathematics; Statistics; Power (physics); Mathematical analysis","score_opus":0.005232978907395204,"score_gpt":0.1896332661499874,"score_spread":0.1844002872425922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2981683348","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8790029,0.00021779293,0.12037374,0.000013460119,0.00013089008,0.00018493774,0.000021059475,0.000047803103,0.000007410661],"genre_scores_gemma":[0.9978025,0.000102163125,0.0019949945,0.000011974259,0.000027316604,0.00000496881,0.0000140052825,0.000030370671,0.000011693645],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99852586,0.000009055594,0.00077874906,0.00015557876,0.00027993982,0.0002508289],"domain_scores_gemma":[0.99931526,0.00016366616,0.00015108925,0.00020291875,0.000035249006,0.00013183306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037848685,0.00021123582,0.00053822127,0.00033463372,0.0000190817,0.000017567923,0.00016023935,0.00014137031,0.000029408331],"category_scores_gemma":[0.000049944138,0.00019382894,0.00030242253,0.00029114043,0.00003721987,0.00014311935,0.000046231908,0.00027192544,9.590509e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040797455,0.00004113773,0.0000986647,0.00019940198,0.00024664623,0.0000014688958,0.000021134352,0.9784177,0.020485338,0.000031172498,0.0000048429756,0.0004117049],"study_design_scores_gemma":[0.00064583146,0.0003056194,0.004672997,0.00010813571,0.0003599401,0.000007269513,0.000027520937,0.9893512,0.003424443,0.000017763801,0.00088567036,0.00019358411],"about_ca_topic_score_codex":0.0000071962627,"about_ca_topic_score_gemma":3.3532908e-7,"teacher_disagreement_score":0.11879961,"about_ca_system_score_codex":0.00016607846,"about_ca_system_score_gemma":0.000008974073,"threshold_uncertainty_score":0.7904114},"labels":[],"label_agreement":null},{"id":"W2981975152","doi":"10.1016/j.sandf.2019.08.007","title":"Effect of installation geometry on dynamic stability of small earth dams retrofitted with a geosynthetic clay liner","year":2019,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"National Research Institute for Earth Science and Disaster Prevention; Kobe Gakuin University","keywords":"Geotechnical engineering; Earthquake shaking table; Geology; Lateral earth pressure; Slope stability; Shear strength (soil); Earthworks; Water table; Earth materials; Engineering; Groundwater; Soil water; Soil science","score_opus":0.0053147568279198285,"score_gpt":0.2093460441149514,"score_spread":0.20403128728703157,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2981975152","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98979485,0.000032098666,0.008700672,0.000010527508,0.000060967664,0.00023589634,0.0000145994145,0.000087992325,0.0010623673],"genre_scores_gemma":[0.99970555,0.000020262267,0.00017555489,0.0000015621474,0.0000050904473,0.000008601263,0.00004704226,0.000016413142,0.000019933328],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994406,0.000025845771,0.0001965008,0.00012561263,0.000106931526,0.00010450855],"domain_scores_gemma":[0.99949807,0.00016059385,0.000040125637,0.00021756718,0.000050687486,0.00003296627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001957463,0.00010506963,0.00018876424,0.0000988377,0.000023067618,0.000010006072,0.000041639287,0.00007459252,0.000033236574],"category_scores_gemma":[0.00006219252,0.000084439474,0.000033874538,0.00027060063,0.000043281903,0.000054969845,0.000010199115,0.000107198626,0.0000042126894],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007260817,0.000056671415,0.011266467,0.0009778225,0.00005350353,2.0234323e-7,0.00016390005,0.94925094,0.022895064,0.0010778187,8.204062e-7,0.014184158],"study_design_scores_gemma":[0.0007806639,0.0010823935,0.062883504,0.00017349013,0.00004996047,0.0000015681427,0.000024476944,0.9274482,0.0071854685,0.00008495145,0.00008717088,0.00019812149],"about_ca_topic_score_codex":0.000023359335,"about_ca_topic_score_gemma":0.000040424926,"teacher_disagreement_score":0.051617034,"about_ca_system_score_codex":0.00002175766,"about_ca_system_score_gemma":0.0000103901975,"threshold_uncertainty_score":0.3443342},"labels":[],"label_agreement":null},{"id":"W2982229345","doi":"10.1139/cgj-2018-0248","title":"Evaluation of dynamic bending moment of disconnected piled raft via centrifuge tests","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Centrifuge; Pile; Bending moment; Settlement (finance); Structural engineering; Geotechnical engineering; Seismic loading; Dynamic load testing; Acceleration; Moment (physics); Engineering; Foundation (evidence); Bending; Structural load; Computer science","score_opus":0.00762863759158414,"score_gpt":0.21516191474941834,"score_spread":0.2075332771578342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2982229345","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9628726,0.00044875647,0.035235472,0.00009685418,0.00045505824,0.00037997283,0.000025414583,0.00009865313,0.00038721433],"genre_scores_gemma":[0.999679,0.000044722623,0.000184256,0.000006260927,0.000024777188,0.0000065550244,0.000015084209,0.000029869232,0.000009427794],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983677,0.000059034784,0.00052688626,0.00013221872,0.00056118396,0.0003529598],"domain_scores_gemma":[0.9989755,0.000058036698,0.00009479876,0.00025558294,0.00028695774,0.00032913347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001042535,0.00014740184,0.00028141757,0.00034896596,0.000036463112,0.000015577643,0.0002127149,0.00018728118,0.0003288168],"category_scores_gemma":[0.00021032395,0.0001481144,0.00010687971,0.00034863793,0.000032022203,0.00009695415,0.000015556998,0.00039733134,0.0000125696415],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028904185,0.000015764681,0.0001533424,0.00004525642,0.000042423122,0.0000023598673,0.00002854978,0.96849483,0.011024718,0.00014504547,0.00002938633,0.020015417],"study_design_scores_gemma":[0.00060035073,0.00007755439,0.011731396,0.00013839488,0.00007894498,0.000035624886,0.000020370837,0.98555565,0.00064560934,0.0005624128,0.00038374602,0.0001699586],"about_ca_topic_score_codex":0.0005124862,"about_ca_topic_score_gemma":0.0007840754,"teacher_disagreement_score":0.036806446,"about_ca_system_score_codex":0.00078339555,"about_ca_system_score_gemma":0.00023119528,"threshold_uncertainty_score":0.603993},"labels":[],"label_agreement":null},{"id":"W2982333425","doi":"10.1139/cgj-2019-0135","title":"Effect of infill materials on vibration isolation efficacy of geocell-reinforced soil beds","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Infill; Geotechnical engineering; Materials science; Aggregate (composite); Foundation (evidence); Structural engineering; Composite material; Geology; Engineering","score_opus":0.00338343794682586,"score_gpt":0.18593013631465535,"score_spread":0.1825466983678295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2982333425","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98872775,0.000032589778,0.009905839,0.000044977958,0.0004220892,0.00026959775,0.000019256677,0.00010012015,0.0004777923],"genre_scores_gemma":[0.9997547,0.000023970544,0.000044463763,0.000018178074,0.000068421126,0.0000039835863,0.000025068084,0.00003178189,0.000029413064],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99877626,0.000052634565,0.00054580247,0.00011363206,0.0002291012,0.000282589],"domain_scores_gemma":[0.99915457,0.00016904823,0.00010749331,0.00024982155,0.00007562593,0.00024343473],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005397649,0.00017183456,0.0003435637,0.0003200303,0.00003696538,0.000026167238,0.00018016371,0.00028418776,0.00022620002],"category_scores_gemma":[0.00024222487,0.0001583942,0.000106703024,0.0002577848,0.000030115512,0.000116433686,0.0000112827665,0.00033058645,0.000032382475],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034119646,0.0000039843108,0.000021706932,0.00010529235,0.00001673684,0.0000016816145,0.000016681544,0.91724443,0.08032988,0.00028350353,0.000094632676,0.0018473598],"study_design_scores_gemma":[0.0014629716,0.0013585443,0.0033016044,0.0003676863,0.00005015092,0.000041211224,0.000007066876,0.7728047,0.21922493,0.000060217153,0.00096395746,0.0003569763],"about_ca_topic_score_codex":0.0006676705,"about_ca_topic_score_gemma":0.00006122832,"teacher_disagreement_score":0.14443974,"about_ca_system_score_codex":0.00017479502,"about_ca_system_score_gemma":0.00007743511,"threshold_uncertainty_score":0.6459128},"labels":[],"label_agreement":null},{"id":"W2984422527","doi":"10.1007/978-3-030-34242-5_3","title":"Developments in MSE Wall Research and Design","year":2019,"lang":"en","type":"book-chapter","venue":"Sustainable civil infrastructures","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Materials science","score_opus":0.019738815639934196,"score_gpt":0.2360370109730499,"score_spread":0.21629819533311573,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2984422527","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.003303636,0.006192226,0.0070759743,0.00006648478,0.00048233505,0.0024907691,0.000018488701,0.0009248619,0.9794452],"genre_scores_gemma":[0.7356083,0.0010247686,0.0010116745,0.000023756242,0.00007966693,0.000054105145,0.00006357249,0.00025603778,0.26187813],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99822485,0.000021810949,0.00033897263,0.00036874524,0.00036539664,0.0006802119],"domain_scores_gemma":[0.9991596,0.00015822703,0.000029848215,0.00033549077,0.00020680795,0.0001100473],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004877817,0.00036645317,0.0003804299,0.0006735278,0.0000736764,0.00009043901,0.00023181686,0.00060669426,0.00012491677],"category_scores_gemma":[0.00011405898,0.00038041835,0.0000321669,0.00015072606,0.00009906983,0.00011330674,0.00015567779,0.001024388,0.000021729404],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026848547,0.0000071441173,0.00008387407,0.0020348013,0.000064101085,0.00012041615,0.00047199638,0.7493589,0.00005161024,0.23839408,0.0059078163,0.0034784242],"study_design_scores_gemma":[0.0010031778,0.00022773472,0.0038876468,0.0007228319,0.000023838964,0.00002739023,0.0002993545,0.026532158,0.00014526439,0.41740733,0.54807365,0.0016496298],"about_ca_topic_score_codex":0.00003871742,"about_ca_topic_score_gemma":0.000047285328,"teacher_disagreement_score":0.73230463,"about_ca_system_score_codex":0.00052439683,"about_ca_system_score_gemma":0.00017350179,"threshold_uncertainty_score":0.99986476},"labels":[],"label_agreement":null},{"id":"W2984804166","doi":"10.1155/2019/9137069","title":"Unconfined Compressive Strength of Aqueous Polymer-Modified Saline Soil","year":2019,"lang":"en","type":"article","venue":"International Journal of Polymer Science","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dawson College","funders":"Government of Jiangsu Province; Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China","keywords":"Soil salinity; Materials science; Compressive strength; Curing (chemistry); Saline; Composite material; Geotechnical engineering; Soil water; Soil science; Environmental science; Geology","score_opus":0.005320381779878925,"score_gpt":0.2245559025962664,"score_spread":0.21923552081638747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2984804166","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98304236,0.0012392392,0.011595547,0.00017587772,0.0021194755,0.00003889245,0.000011884627,0.000044199438,0.0017325262],"genre_scores_gemma":[0.99960726,0.000036421814,0.00009377454,0.000027168071,0.00009711292,6.1019676e-7,0.000001694242,0.000010327857,0.0001256157],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985901,0.000009530039,0.00043002982,0.000101012105,0.00071289507,0.00015642958],"domain_scores_gemma":[0.9991582,0.00006938178,0.00016534633,0.00013801646,0.0003774822,0.000091594135],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021927526,0.00010118464,0.00017992507,0.0002979501,0.000017361443,0.000035791447,0.0006821596,0.000043515673,0.000071939874],"category_scores_gemma":[0.00006969219,0.000088958026,0.00007669913,0.00027503492,0.00011528806,0.0002568019,0.000049544342,0.00015890072,0.0000068273307],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000042352876,0.000077591045,0.00042530167,0.00002226275,0.00008250063,0.0000142765575,0.00024268957,0.4760552,0.49767572,0.003549164,0.00005975354,0.02175318],"study_design_scores_gemma":[0.0006885961,0.00010589652,0.0013651327,0.000117776166,0.0000116970095,0.000069988375,0.00005710883,0.29250693,0.7046929,0.00008988988,0.00014453454,0.00014953675],"about_ca_topic_score_codex":0.00004851758,"about_ca_topic_score_gemma":0.0000026336686,"teacher_disagreement_score":0.2070172,"about_ca_system_score_codex":0.00006698193,"about_ca_system_score_gemma":0.00010240368,"threshold_uncertainty_score":0.3627603},"labels":[],"label_agreement":null},{"id":"W2986210657","doi":"10.1080/19386362.2019.1690415","title":"Using TDA underneath shallow foundations: simplified design procedure","year":2019,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shallow foundation; Scrap; Reuse; Settlement (finance); Geotechnical engineering; Finite element method; Engineering; Structural engineering; Layer (electronics); Civil engineering; Bearing capacity; Computer science; Materials science; Mechanical engineering; Waste management","score_opus":0.026919653801775988,"score_gpt":0.25889472520778434,"score_spread":0.23197507140600834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2986210657","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14545515,0.00019806044,0.8520225,0.00010383075,0.0014824596,0.00018243457,0.000003843071,0.00036719904,0.00018450493],"genre_scores_gemma":[0.9878067,0.00007742546,0.011748314,0.000027279117,0.00024262739,0.000005046209,0.0000049852783,0.000062984655,0.000024682127],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983562,0.000012796295,0.00064776436,0.00015497394,0.0005656861,0.0002625409],"domain_scores_gemma":[0.99912286,0.0001612376,0.00011256707,0.00018347635,0.00029227394,0.00012757439],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032670703,0.0002252885,0.0002950719,0.00033456116,0.00002088936,0.000087283515,0.000536644,0.00020241165,0.000074885174],"category_scores_gemma":[0.00031592004,0.0002246395,0.00016963549,0.00027081504,0.000017433558,0.0003720952,0.000054627653,0.00053172564,0.000023987093],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015365338,0.000025899835,0.000030453535,0.000039357245,0.00010978154,0.000015764661,0.000021871789,0.9806369,0.01715659,0.0010335486,0.00004062022,0.00087386486],"study_design_scores_gemma":[0.000481941,0.00006639456,0.00033817123,0.00020219407,0.000024806925,0.00022623598,0.000014168148,0.99396604,0.0014091388,0.0003977568,0.002627793,0.00024534878],"about_ca_topic_score_codex":0.0000033406752,"about_ca_topic_score_gemma":3.6395096e-7,"teacher_disagreement_score":0.8423515,"about_ca_system_score_codex":0.00033790738,"about_ca_system_score_gemma":0.00006313994,"threshold_uncertainty_score":0.9160533},"labels":[],"label_agreement":null},{"id":"W2988722444","doi":"10.1007/978-3-030-34242-5_4","title":"Cemented Lateritic Soil as Base Material Improvement Using Compression","year":2019,"lang":"en","type":"book-chapter","venue":"Sustainable civil infrastructures","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Compression (physics); Base (topology); Geotechnical engineering; Geology; Materials science; Composite material; Mathematics","score_opus":0.0049208120963475125,"score_gpt":0.19052663282873145,"score_spread":0.18560582073238394,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2988722444","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24503218,0.002239948,0.022888612,0.000079053025,0.009730215,0.005423208,0.0008687757,0.0056794994,0.70805854],"genre_scores_gemma":[0.92350894,0.000118205666,0.000204229,0.000067107794,0.00038303237,0.00002469823,0.00057236396,0.0003480029,0.07477343],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979218,0.000012115424,0.0005393844,0.0004403932,0.00039384724,0.0006924429],"domain_scores_gemma":[0.99894565,0.000025319285,0.00010904598,0.00057804945,0.00018700003,0.00015491934],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00011028839,0.0006547047,0.00056516915,0.00028925447,0.00013126346,0.00016340813,0.00027355237,0.0006241929,0.002493432],"category_scores_gemma":[0.000031628028,0.00066169736,0.0001427432,0.000064037464,0.00006674514,0.00016108515,0.00021971948,0.0005000822,0.00003241536],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003381622,0.000007777236,0.0000025451284,0.002627844,0.00010922226,0.000068635265,0.000069146896,0.9643544,0.014623427,0.015507871,0.0018250936,0.0007702302],"study_design_scores_gemma":[0.003324992,0.00091092975,0.00017897284,0.002640948,0.00067886553,0.00011184645,0.0006007588,0.5293779,0.030274395,0.13519397,0.2909613,0.0057451837],"about_ca_topic_score_codex":0.00015311954,"about_ca_topic_score_gemma":0.0000113434235,"teacher_disagreement_score":0.67847675,"about_ca_system_score_codex":0.00057818525,"about_ca_system_score_gemma":0.00013021629,"threshold_uncertainty_score":0.9995834},"labels":[],"label_agreement":null},{"id":"W2989305703","doi":"10.1139/cgj-2019-0424","title":"Parameter variability of undrained shear strength and strain using a database of reconstituted soil tests","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Triaxial shear test; Serviceability (structure); Direct shear test; Consolidation (business); Shear strength (soil); Shear (geology); Geology; Database; Cohesion (chemistry); Soil test; Structural engineering; Soil water; Engineering; Computer science; Soil science","score_opus":0.012677348644844991,"score_gpt":0.21174369918378236,"score_spread":0.19906635053893737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2989305703","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9769338,0.00008906677,0.02223345,0.00004408451,0.00016498924,0.0001563654,0.00018092865,0.000059657934,0.00013765217],"genre_scores_gemma":[0.9970091,0.000030057385,0.0028894444,0.000011616851,0.000023912915,8.52235e-7,0.000011684966,0.000019563788,0.0000037983173],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99889654,0.000042805288,0.00046671732,0.00015147243,0.0001465844,0.00029586576],"domain_scores_gemma":[0.9989739,0.00018408067,0.00006436433,0.00029378076,0.00008715912,0.00039673623],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000570854,0.00014152075,0.000302409,0.0002077384,0.000033838507,0.000019413435,0.00015048937,0.00019473144,0.00010022141],"category_scores_gemma":[0.000611968,0.00014287735,0.00006671323,0.00026813222,0.000111787944,0.00012534329,0.000022441982,0.0004583944,0.0000013731869],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006579664,0.000021790194,0.0010070285,0.00018095055,0.000036615504,0.000009443077,0.000028608692,0.9781177,0.017088179,0.0006047684,0.0000276371,0.0028706945],"study_design_scores_gemma":[0.00045917646,0.00008162836,0.005843604,0.00026112993,0.000038308455,0.0001527266,0.000025135154,0.99127454,0.00053509406,0.0007809449,0.00031544824,0.00023225462],"about_ca_topic_score_codex":0.0018042567,"about_ca_topic_score_gemma":0.0005611646,"teacher_disagreement_score":0.020075265,"about_ca_system_score_codex":0.0001514583,"about_ca_system_score_gemma":0.00025376337,"threshold_uncertainty_score":0.58263695},"labels":[],"label_agreement":null},{"id":"W2992925634","doi":"10.1007/s11440-019-00883-x","title":"Evaluation and calibration of ultimate bond strength models for soil nails using maximum likelihood method","year":2019,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Sun Yat-sen University","keywords":"Calibration; Statistics; Mathematics; Soil nailing; Ultimate tensile strength; Solid mechanics; Monte Carlo method; Subgrade; Yield (engineering); Geotechnical engineering; Structural engineering; Geology; Nail (fastener); Engineering; Materials science","score_opus":0.01892647652632779,"score_gpt":0.26332971434428204,"score_spread":0.24440323781795426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2992925634","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32595342,0.0002439464,0.6724444,0.000034614688,0.00010535149,0.00066840375,0.000027399832,0.00030262987,0.00021986158],"genre_scores_gemma":[0.96715206,0.000061715255,0.032626424,0.0000064989636,0.000020209594,0.000050608105,0.000032626554,0.000045683344,0.0000041478],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99888915,0.000028818808,0.00033643763,0.00023014542,0.00027817587,0.00023725147],"domain_scores_gemma":[0.9992998,0.00012062538,0.000068962305,0.0003068266,0.00014632024,0.000057428966],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008416474,0.00016813759,0.0002517685,0.0001126632,0.00003551608,0.000025202267,0.000105125575,0.00021729211,0.000012862663],"category_scores_gemma":[0.00011597341,0.00017570105,0.00006159439,0.00018809408,0.000015675158,0.00029350346,0.000034097236,0.00012795594,6.4705057e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000056091994,0.000014967052,0.000003392863,0.00016436323,0.000023556147,4.631155e-8,0.00005383295,0.9180576,0.06672502,0.00028141722,0.000027194426,0.014642983],"study_design_scores_gemma":[0.00048036376,0.000054465396,0.000040659248,0.000059885188,0.000088176486,0.0000028483869,0.000024600475,0.9746757,0.01201002,0.012268223,0.000110218,0.00018479921],"about_ca_topic_score_codex":0.0000334414,"about_ca_topic_score_gemma":0.0000048764778,"teacher_disagreement_score":0.6411987,"about_ca_system_score_codex":0.000074235984,"about_ca_system_score_gemma":0.000039015526,"threshold_uncertainty_score":0.71648806},"labels":[],"label_agreement":null},{"id":"W3001102608","doi":"10.7939/r30r9mb56","title":"Geotechnical applications of crumbed tire rubber","year":2000,"lang":"en","type":"article","venue":"Library and Archives Canada (Government of Canada)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Natural rubber; Geotechnical engineering; Geology; Forensic engineering; Engineering; Materials science; Composite material","score_opus":0.0014382237152991762,"score_gpt":0.11937677848252598,"score_spread":0.11793855476722681,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3001102608","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46847323,0.0006586174,0.005643388,0.001292036,0.00013122933,0.0005202032,0.0002986436,0.00023745117,0.5227452],"genre_scores_gemma":[0.997965,0.00015519973,0.0003155174,0.00005494731,0.000015563359,0.000013568813,0.000005424075,0.000014836173,0.0014599375],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991156,0.000007670056,0.00019771821,0.00009289155,0.00045095535,0.00013518907],"domain_scores_gemma":[0.9996651,0.000065244705,0.000021028525,0.00014653309,2.802138e-7,0.000101859645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000047079325,0.00009077224,0.00013619773,0.000010917187,0.000033399865,0.0000039053316,0.000107680215,0.00002795653,0.000110644985],"category_scores_gemma":[0.0000010599592,0.00009360529,0.00001747354,0.0000834888,0.000034776935,0.0000808024,0.000019091336,0.00008561249,5.1458127e-9],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010361542,0.00006231505,0.001570668,0.0007440989,0.00010153562,0.000011795554,0.00006453492,0.5585503,0.023095421,0.06802956,0.0010258362,0.3466403],"study_design_scores_gemma":[0.0005688675,0.000074882904,0.039319333,0.00016383531,0.00004099733,0.000009789442,0.00029306835,0.5891652,0.068387024,0.0017039987,0.29966047,0.0006125318],"about_ca_topic_score_codex":0.00040361262,"about_ca_topic_score_gemma":0.00108644,"teacher_disagreement_score":0.5294918,"about_ca_system_score_codex":0.0000031842028,"about_ca_system_score_gemma":0.00011289472,"threshold_uncertainty_score":0.3817113},"labels":[],"label_agreement":null},{"id":"W3002068101","doi":"10.1007/s40098-019-00407-0","title":"Laboratory Creep Parameter Determination of Sand–TDA Mixtures with Subsequent FEM Validation","year":2020,"lang":"en","type":"article","venue":"Indian geotechnical journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Creep; Materials science; Constitutive equation; Stress (linguistics); Volume fraction; Geotechnical engineering; Volume (thermodynamics); Phase (matter); Finite element method; Mechanics; Composite material; Geology; Thermodynamics; Structural engineering; Engineering; Chemistry; Physics","score_opus":0.01008025350581745,"score_gpt":0.20446807336037492,"score_spread":0.19438781985455747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3002068101","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.581004,0.00023898676,0.4172138,0.0005428191,0.00014094416,0.00021361542,0.000020754635,0.00045796315,0.00016712872],"genre_scores_gemma":[0.9968419,0.0000590483,0.0028465395,0.00007474942,0.00012038059,0.000008680336,0.0000103660495,0.000036622856,0.0000016955881],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99883014,0.000041483032,0.00041178812,0.0001469076,0.00033663318,0.00023307514],"domain_scores_gemma":[0.99930817,0.000079843776,0.00009795543,0.00015202594,0.00013006845,0.00023193099],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021261419,0.0001704209,0.00024095718,0.000108706176,0.00005269178,0.000056691133,0.000195905,0.00020728978,0.000042948526],"category_scores_gemma":[0.00022334808,0.00014620932,0.000075803066,0.0004003795,0.000057441637,0.00018816165,0.000018425017,0.0005662699,0.0000076404685],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057259163,0.00005144996,0.00028104775,0.00021302502,0.000049648104,0.00009790151,0.00043789065,0.9279646,0.049579356,0.000077851575,0.0002736381,0.020916285],"study_design_scores_gemma":[0.0027507406,0.0016585415,0.0060461937,0.0005724795,0.00020000622,0.0004842057,0.00014198545,0.5848343,0.39598772,0.001359367,0.0045088986,0.00145557],"about_ca_topic_score_codex":0.0000024025205,"about_ca_topic_score_gemma":5.3755394e-7,"teacher_disagreement_score":0.4158379,"about_ca_system_score_codex":0.00007134138,"about_ca_system_score_gemma":0.000040343442,"threshold_uncertainty_score":0.5962243},"labels":[],"label_agreement":null},{"id":"W3008138434","doi":"10.1061/9780784482827.006","title":"Use of Recycled Rubber Elements in Track Stabilisation","year":2020,"lang":"en","type":"article","venue":"Geo-Congress 2020","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Compaction; Natural rubber; Materials science; Ductility (Earth science); Stress (linguistics); Matrix (chemical analysis); Composite material; Slag (welding); Geotechnical engineering; Engineering; Creep","score_opus":0.026702059195545812,"score_gpt":0.21130162533023802,"score_spread":0.18459956613469222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3008138434","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99257094,0.00012534825,0.00592065,0.00029597868,0.00025550416,0.00020330278,0.000026696323,0.00033478023,0.00026679426],"genre_scores_gemma":[0.99932843,0.00007014825,0.0004239888,0.00004683146,0.000034696473,0.0000177137,0.000032437638,0.00002639967,0.000019347413],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991357,0.000022071294,0.0003628179,0.00015707173,0.00014861552,0.00017375096],"domain_scores_gemma":[0.9996553,0.00005427803,0.000033857068,0.00014384635,0.000035007262,0.00007770177],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007550487,0.00011756204,0.0001893785,0.00004312521,0.000010311415,0.000017414879,0.00009194237,0.00009093867,0.00010484528],"category_scores_gemma":[0.00018830026,0.00012798037,0.000041042556,0.00033285294,0.000017173126,0.00017619923,0.000022487333,0.00013609769,0.00001288814],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026699676,0.000032250162,0.0052003777,0.00021308126,0.000022609456,0.0000059864897,0.00053718244,0.97212034,0.0076674996,0.00019979877,0.0010850334,0.012889128],"study_design_scores_gemma":[0.0005640107,0.000048544014,0.016414644,0.000053082873,0.000013324041,6.0718116e-7,0.00005249591,0.96717376,0.0056010243,0.00012439127,0.009721926,0.0002321855],"about_ca_topic_score_codex":0.00003411031,"about_ca_topic_score_gemma":0.00003315715,"teacher_disagreement_score":0.012656943,"about_ca_system_score_codex":0.000034553166,"about_ca_system_score_gemma":0.000007965239,"threshold_uncertainty_score":0.5218888},"labels":[],"label_agreement":null},{"id":"W3008352864","doi":"10.1061/9780784482810.093","title":"Common Geotechnical Design Challenges for Solar Power Plant Development in the USA and Canada","year":2020,"lang":"en","type":"article","venue":"Geo-Congress 2020","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Pile; Photovoltaic system; Frost heaving; Foundation (evidence); Civil engineering; Engineering; Frost (temperature); Environmental science; Geotechnical engineering; Solar power; Engineering design process; Forensic engineering; Power (physics); Meteorology; Mechanical engineering; Electrical engineering; Geography","score_opus":0.0254917667043236,"score_gpt":0.20094280419967409,"score_spread":0.1754510374953505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3008352864","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83155125,0.006814527,0.14473541,0.012109084,0.00078389153,0.0024265219,0.00011313891,0.0007754645,0.00069069106],"genre_scores_gemma":[0.9988521,0.00016887019,0.000604908,0.00022671495,0.000023273944,0.000089161185,0.000012475976,0.000020007123,0.0000025080528],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999222,0.000026915115,0.0002010906,0.00017121359,0.00014314293,0.00023567589],"domain_scores_gemma":[0.99954945,0.0002494062,0.00001529739,0.00010206078,0.000012192546,0.000071570175],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021246381,0.00014030481,0.00017466593,0.000017217522,0.000057522324,0.000022650935,0.00017426921,0.00009316181,0.00000829926],"category_scores_gemma":[0.00009819975,0.000114888266,0.000017570745,0.0000746151,0.00001979845,0.000033540044,0.000032236498,0.00020156414,0.0000019542626],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037028607,0.000020916688,0.00020140587,0.00031875572,0.000039476832,0.000045566347,0.0010606023,0.9860512,0.000119425546,0.0018996192,0.0054433974,0.0047626244],"study_design_scores_gemma":[0.0010466451,0.00020178458,0.013132724,0.00011250495,0.000023440032,0.000026367377,0.00028600026,0.83547616,0.0010019856,0.00037183016,0.14763285,0.00068768975],"about_ca_topic_score_codex":0.0025212062,"about_ca_topic_score_gemma":0.04993128,"teacher_disagreement_score":0.16730082,"about_ca_system_score_codex":0.00004231245,"about_ca_system_score_gemma":0.00004997424,"threshold_uncertainty_score":0.967405},"labels":[],"label_agreement":null},{"id":"W3008433145","doi":"10.1061/9780784482797.043","title":"Preliminary Numerical Modeling of a Mechanically Stabilized Earth Wall under Flooding and Rapid Drawdown Conditions","year":2020,"lang":"en","type":"article","venue":"Geo-Congress 2020","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Drawdown (hydrology); Geotechnical engineering; Hydraulic conductivity; Safety factor; Flooding (psychology); Factor of safety; Environmental science; Slope stability; Geology; Soil science; Groundwater; Soil water","score_opus":0.013474216677238835,"score_gpt":0.2078759289876688,"score_spread":0.19440171231042996,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3008433145","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6293305,0.0010178506,0.3661173,0.0013939076,0.00025484318,0.00043294462,0.000058515263,0.00092184107,0.00047232295],"genre_scores_gemma":[0.99830437,0.00015270767,0.0012631137,0.00011498542,0.000048528436,0.000028408205,0.000034586552,0.00004287784,0.0000104146575],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99883014,0.000032501088,0.00039429954,0.00027882677,0.00019546351,0.0002687844],"domain_scores_gemma":[0.99938965,0.0001012637,0.000035923327,0.00018704488,0.000067252266,0.00021886824],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009979001,0.00020126719,0.000346435,0.000043819004,0.00005973164,0.000030686468,0.00013826389,0.00014811155,0.00015959851],"category_scores_gemma":[0.00013019671,0.0002095224,0.000082918756,0.00026217342,0.000040153784,0.0001311555,0.000078643745,0.00027612236,0.000014277629],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033946162,0.000020434147,0.000012572132,0.00020054664,0.000046584395,0.0000048420316,0.00027213624,0.989853,0.008092958,0.0008120102,0.00009067733,0.0005602773],"study_design_scores_gemma":[0.0005487182,0.00014060456,0.00012864069,0.00005720162,0.00004446401,0.000005806539,0.00008503261,0.99700654,0.001063343,0.00044770335,0.00024999434,0.00022195432],"about_ca_topic_score_codex":0.000011916806,"about_ca_topic_score_gemma":0.000001752554,"teacher_disagreement_score":0.36897388,"about_ca_system_score_codex":0.00001691681,"about_ca_system_score_gemma":0.000017900857,"threshold_uncertainty_score":0.85440755},"labels":[],"label_agreement":null},{"id":"W3009137936","doi":"10.1007/s12205-020-0567-3","title":"Optimizing the Unconnected Piled Raft Foundation for Soft Clay Soils: Numerical Study","year":2020,"lang":"en","type":"article","venue":"KSCE Journal of Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Cushion; Geotechnical engineering; Foundation (evidence); Embedment; Raft; Pile; Stiffness; Engineering; Structural engineering; Bearing capacity; Materials science; Composite material","score_opus":0.014585459228422828,"score_gpt":0.2185191905370117,"score_spread":0.20393373130858886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3009137936","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05855522,0.0003328136,0.9393491,0.0003845374,0.0005878743,0.0003473551,0.000001945936,0.00036067775,0.00008044662],"genre_scores_gemma":[0.9972561,0.000020514719,0.0021004756,0.000041354124,0.00047474288,0.000024255785,0.0000032752523,0.00007477611,0.00000452225],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986106,0.000025906345,0.0006312451,0.0001392596,0.0002979529,0.00029502227],"domain_scores_gemma":[0.9990484,0.00034749848,0.00010823599,0.00016069786,0.00016892092,0.00016626446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045002473,0.00023074997,0.00037150987,0.00009888629,0.00007232813,0.00008682055,0.00029682403,0.000088212495,0.00002560038],"category_scores_gemma":[0.00081931165,0.00018729386,0.00016941821,0.00042814034,0.000011072741,0.00023411402,0.000028217737,0.0004598339,0.000004482843],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002326146,0.00003146836,0.000027186039,0.000093391,0.000094022704,0.0000047220624,0.0009003994,0.99243045,0.0050054337,0.000050139686,0.00028262907,0.0010568737],"study_design_scores_gemma":[0.0008990669,0.00030918777,0.00027507165,0.000057019744,0.00008284679,0.000016600114,0.00018796352,0.99330074,0.0005191209,0.000021793243,0.0041143224,0.00021626233],"about_ca_topic_score_codex":0.0000015092414,"about_ca_topic_score_gemma":0.0000040557384,"teacher_disagreement_score":0.93870085,"about_ca_system_score_codex":0.000094559255,"about_ca_system_score_gemma":0.000029355015,"threshold_uncertainty_score":0.76376224},"labels":[],"label_agreement":null},{"id":"W3009816119","doi":"10.1007/s11440-020-00915-x","title":"The effect of cemented soil strength on the frictional capacity of precast concrete pile–cemented soil interface","year":2020,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Precast concrete; Pile; Geotechnical engineering; Materials science; Shear strength (soil); Geology; Soil water; Structural engineering; Engineering; Soil science","score_opus":0.01056374322895344,"score_gpt":0.19310512908914165,"score_spread":0.1825413858601882,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3009816119","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9898483,0.00010764515,0.0068755364,0.0010300755,0.00017171595,0.0004772884,0.0000665575,0.00045673244,0.0009661368],"genre_scores_gemma":[0.99972606,0.00007559958,0.000022932747,0.000023689818,0.000036597557,0.000055743356,0.00001227834,0.00003245814,0.000014667268],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99869883,0.00008976335,0.00043156344,0.00019452098,0.00033595564,0.00024936168],"domain_scores_gemma":[0.9986163,0.0007110195,0.00010961962,0.00042825812,0.000064542015,0.0000702791],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037405457,0.00022443432,0.00027387228,0.000037105976,0.00012238108,0.000022519705,0.0004108083,0.00013313121,0.000045821333],"category_scores_gemma":[0.0005853051,0.0001436373,0.00012421542,0.0003596449,0.0001270962,0.00004968346,0.000092964525,0.00045729414,0.0000075006196],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013605338,0.000016848604,0.00003953113,0.00022664061,0.00021482076,4.5044723e-7,0.00025003369,0.818253,0.17604896,0.00089775404,0.0025504227,0.0013654892],"study_design_scores_gemma":[0.00066220254,0.000977584,0.00034817713,0.0001360937,0.00006788469,0.0000015627401,0.00005923172,0.69592077,0.2898781,0.000025662972,0.011692732,0.00022999993],"about_ca_topic_score_codex":0.0000410057,"about_ca_topic_score_gemma":0.0000061066858,"teacher_disagreement_score":0.12233224,"about_ca_system_score_codex":0.00006199731,"about_ca_system_score_gemma":0.000016025739,"threshold_uncertainty_score":0.5857359},"labels":[],"label_agreement":null},{"id":"W3012093177","doi":"10.3389/fbuil.2020.00028","title":"Liquefaction Characteristics of Sand With Polypropylene Fiber at Low Confining Stress","year":2020,"lang":"en","type":"article","venue":"Frontiers in Built Environment","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Polypropylene; Liquefaction; Materials science; Overburden pressure; Composite material; Geotechnical engineering; Fiber; Stress (linguistics); Triaxial shear test; Geology; Shear (geology)","score_opus":0.004925659369236272,"score_gpt":0.15587695015442027,"score_spread":0.150951290785184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3012093177","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89886457,0.00022540822,0.10013482,0.00006509742,0.00012558553,0.00015413351,0.000028149354,0.00009880485,0.00030346113],"genre_scores_gemma":[0.9972185,0.0002124529,0.0024123453,0.00001301384,0.000026004194,0.000011449021,0.000030159848,0.000027544109,0.000048519494],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999379,0.000009346343,0.00019622072,0.00013968998,0.00013279296,0.00014295695],"domain_scores_gemma":[0.9997604,0.000008674964,0.00003410031,0.00012642796,0.0000033777683,0.00006702053],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000032965025,0.00012022667,0.00018868879,0.000034784873,0.000013207821,0.0000049183577,0.000064386164,0.000075288175,0.00008137662],"category_scores_gemma":[0.000009152511,0.00011810495,0.000021738078,0.000063714695,0.000035204102,0.000039324845,0.000023583518,0.0001194208,0.0000086568625],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045548903,0.00002473812,0.011417976,0.00017517651,0.000025413106,0.0000044491317,0.00031005224,0.97587836,0.0056676823,0.0000036339438,0.0002096635,0.0062372833],"study_design_scores_gemma":[0.0013670773,0.00034219166,0.127585,0.00024481522,0.000055113484,0.0000030410915,0.00016172463,0.77420384,0.085054494,0.000015512114,0.010296386,0.00067083363],"about_ca_topic_score_codex":0.00000631984,"about_ca_topic_score_gemma":4.2342265e-7,"teacher_disagreement_score":0.20167457,"about_ca_system_score_codex":0.00011740504,"about_ca_system_score_gemma":0.0000034941959,"threshold_uncertainty_score":0.48161802},"labels":[],"label_agreement":null},{"id":"W3017361572","doi":"10.1061/(asce)ps.1949-1204.0000466","title":"Innovative Application of Tire-Derived Aggregate around Corrugated Steel Plate Culverts","year":2020,"lang":"en","type":"article","venue":"Journal of Pipeline Systems Engineering and Practice","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Culvert; Lateral earth pressure; Geotechnical engineering; Stiffness; Structural engineering; Cushion; Finite element method; Aggregate (composite); Engineering; Parametric statistics; Compressibility; Geology; Materials science; Composite material","score_opus":0.013904698229482289,"score_gpt":0.22966468961534092,"score_spread":0.21575999138585863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3017361572","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13909067,0.0041231574,0.85476315,0.0004294404,0.00070842204,0.00028522173,0.000014649287,0.00027324609,0.0003120467],"genre_scores_gemma":[0.99775916,0.0003887715,0.0015193988,0.000021011085,0.00025080782,0.0000048664215,0.0000059681547,0.000041409592,0.000008579659],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986285,0.000045942263,0.0007933358,0.00011846713,0.0002549931,0.00015874136],"domain_scores_gemma":[0.9984842,0.00037473012,0.00036493473,0.000120817574,0.0005112794,0.00014404466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058992085,0.0001904432,0.00041085607,0.00012675158,0.000022819539,0.000037833408,0.000115581985,0.00012062865,0.0000012253648],"category_scores_gemma":[0.001327348,0.00018033701,0.000047874895,0.00056296063,0.000017407874,0.00038146344,0.000019932648,0.00038630114,0.0000025914478],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054948283,0.000016287826,0.0000143310535,0.0004777902,0.00008547678,0.000010627691,0.0003954506,0.92160445,0.07422568,0.00018662887,0.00016089858,0.0027674187],"study_design_scores_gemma":[0.00051559927,0.00012708911,0.00009322141,0.0001844715,0.0000614443,0.0002014413,0.0003182666,0.9790695,0.0017812273,0.0000023825894,0.017468428,0.00017694295],"about_ca_topic_score_codex":0.00001962327,"about_ca_topic_score_gemma":2.5587292e-7,"teacher_disagreement_score":0.8586685,"about_ca_system_score_codex":0.000042908632,"about_ca_system_score_gemma":0.000024593817,"threshold_uncertainty_score":0.735393},"labels":[],"label_agreement":null},{"id":"W3017621568","doi":"10.1007/s41062-020-00288-w","title":"Experimental modeling of strip footing adjacent to non-yielding retaining wall","year":2020,"lang":"en","type":"article","venue":"Innovative Infrastructure Solutions","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Terzaghi's principle; Embedment; Geotechnical engineering; Structural engineering; Retaining wall; Bearing capacity; Engineering; Lateral earth pressure; Geometry; Mathematics; Pore water pressure","score_opus":0.025390462174556667,"score_gpt":0.2341474548031368,"score_spread":0.20875699262858013,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3017621568","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40063748,0.000059299167,0.59768164,0.00016575897,0.00011584484,0.00015370006,0.000012538727,0.00026103953,0.0009126634],"genre_scores_gemma":[0.9922919,0.0000019194338,0.00743558,0.00011107542,0.00008769869,0.000019611667,0.000016135751,0.00003484581,0.0000012206762],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988808,0.00001083647,0.00042076,0.00020049339,0.0001780883,0.00030900337],"domain_scores_gemma":[0.9994822,0.000027615693,0.00004363276,0.00013913815,0.00019660893,0.00011080173],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009446419,0.00018688808,0.00022982743,0.00012449092,0.00009637911,0.000018755218,0.00015603616,0.00010866271,0.000026233185],"category_scores_gemma":[0.00022655257,0.00020204794,0.00004644598,0.0013035832,0.00002458892,0.00011572709,0.000088709145,0.00033164915,0.000003474719],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004382186,0.0000051585353,0.000060219347,0.00003334765,0.00002274417,5.252697e-7,0.00235056,0.8938438,0.10134932,0.001366039,0.00014854658,0.00081535097],"study_design_scores_gemma":[0.00018052712,0.000069087495,0.00038783348,0.00006774982,0.0000055376813,0.0000012436499,0.0009706038,0.98181856,0.015943887,0.000111165056,0.0002460492,0.00019773174],"about_ca_topic_score_codex":0.000010951112,"about_ca_topic_score_gemma":8.10834e-7,"teacher_disagreement_score":0.5916544,"about_ca_system_score_codex":0.000121987025,"about_ca_system_score_gemma":0.000029055538,"threshold_uncertainty_score":0.8239276},"labels":[],"label_agreement":null},{"id":"W3017822431","doi":"10.33430/v27n1thie-2017-0052","title":"Shear strength properties of Hong Kong soils for slope stability","year":2020,"lang":"en","type":"article","venue":"HKIE Transactions","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Petro Geotech (Canada)","funders":"","keywords":"Geotechnical engineering; Standard penetration test; Triaxial shear test; Direct shear test; Shear strength (soil); Shear (geology); Soil test; Geology; Laboratory test; Penetration test; Drill; Soil water; Engineering; Soil science; Mechanical engineering; Liquefaction","score_opus":0.03458738543350365,"score_gpt":0.19849411783937446,"score_spread":0.1639067324058708,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3017822431","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16578186,0.0001738769,0.83255213,0.00023498754,0.000113264345,0.00026889204,0.000050574017,0.0005433815,0.00028099926],"genre_scores_gemma":[0.9987626,0.00003497329,0.001074942,0.000008659964,0.000026740952,0.000050800285,0.0000052733703,0.000025686379,0.000010331028],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994165,0.000008446861,0.00021581167,0.00012181997,0.00008737631,0.00015007559],"domain_scores_gemma":[0.9997061,0.000032144904,0.000011835811,0.0001222148,0.000049110036,0.00007861431],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005699624,0.00010138854,0.00015611577,0.000025800568,0.00004630801,0.0000104272485,0.00007008088,0.00006777982,0.00006781114],"category_scores_gemma":[0.000037700123,0.000098984194,0.00008814417,0.00017405987,0.0000306356,0.00009831095,0.0000017320707,0.0001194293,0.0000033290187],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001213726,0.000031346164,0.000008339067,0.0005453886,0.000027131438,9.693115e-8,0.0005818334,0.9632468,0.03039635,0.00007583527,0.00002192953,0.0050527635],"study_design_scores_gemma":[0.00032557696,0.000074932745,0.0002648612,0.000038943726,0.000041971016,5.1525654e-7,0.00022846326,0.88203883,0.115409575,0.000029676918,0.0013674462,0.00017921897],"about_ca_topic_score_codex":0.000009901208,"about_ca_topic_score_gemma":0.000012489283,"teacher_disagreement_score":0.83298075,"about_ca_system_score_codex":0.00002411758,"about_ca_system_score_gemma":0.00001550948,"threshold_uncertainty_score":0.40364584},"labels":[],"label_agreement":null},{"id":"W3020166369","doi":"10.15446/ing.investig.v40n1.79376","title":"Aluminum Waste in Road Pavement Subgrade","year":2020,"lang":"en","type":"article","venue":"Ingeniería e Investigación","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Fields Institute for Research in Mathematical Sciences","funders":"","keywords":"Subgrade; Consolidation (business); California bearing ratio; Geotechnical engineering; Swelling; Materials science; Permeability (electromagnetism); Compressive strength; Composite material; Engineering; Chemistry","score_opus":0.01789916510908029,"score_gpt":0.19524491501448646,"score_spread":0.17734574990540616,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3020166369","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99111986,0.0005612163,0.004959805,0.0009690298,0.0002647243,0.00020497163,0.00000627686,0.00089638995,0.0010176972],"genre_scores_gemma":[0.9989018,0.00004613922,0.0004857479,0.00033189086,0.00012553114,0.000035498317,0.000012673889,0.000044466004,0.000016279952],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99893475,0.000018561408,0.0003204478,0.00021982312,0.00018502389,0.0003214038],"domain_scores_gemma":[0.99952525,0.000019198338,0.000018485609,0.00018121205,0.000015752774,0.00024007742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010354292,0.00018720962,0.00019852526,0.0000834973,0.000023971801,0.000027726044,0.00017928012,0.00011932416,0.000025506202],"category_scores_gemma":[0.00011925078,0.00020606647,0.000049763632,0.000485419,0.000040294068,0.00010327456,0.00003892263,0.00027568362,0.000062734005],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000024612812,0.000013915522,0.0011336465,0.00013238276,0.00001596463,0.000019497076,0.001089482,0.9695384,0.021903627,0.00041725938,0.00069989695,0.0050334507],"study_design_scores_gemma":[0.00040496045,0.000045867415,0.0018771354,0.000056627792,0.0000104284945,0.0000023931366,0.000115756964,0.9691674,0.019191656,0.00037980167,0.0083656525,0.0003822945],"about_ca_topic_score_codex":0.000041268835,"about_ca_topic_score_gemma":0.000022816343,"teacher_disagreement_score":0.0077818837,"about_ca_system_score_codex":0.00007612022,"about_ca_system_score_gemma":0.000016710352,"threshold_uncertainty_score":0.8403147},"labels":[],"label_agreement":null},{"id":"W3020953814","doi":"","title":"Relationships Between the Compressive Strength And the Testing Method For Cemented Soils","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Life Prediction Technologies (Canada)","funders":"","keywords":"Compressive strength; Geotechnical engineering; Soil water; Geology; Materials science; Soil science; Composite material","score_opus":0.04272027199664667,"score_gpt":0.24399349020525796,"score_spread":0.20127321820861127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3020953814","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16386642,0.0012852453,0.8304939,0.0020478566,0.000403594,0.0006172088,0.000095035844,0.00032991183,0.00086083135],"genre_scores_gemma":[0.99605113,0.00021398002,0.003395458,0.000021435448,0.00016979844,0.00005996609,0.000032450607,0.000020827816,0.00003494763],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992466,0.000051942967,0.00023655593,0.00013274403,0.00016383968,0.00016833063],"domain_scores_gemma":[0.9977769,0.0018621177,0.00004260503,0.00016836594,0.00010002906,0.00004996586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047589367,0.00016128198,0.00015656362,0.000044435285,0.00029664263,0.00006356787,0.00026517152,0.00006415261,0.0000044842777],"category_scores_gemma":[0.00040971726,0.00008996975,0.000040714902,0.00011270411,0.00010018052,0.00008579914,0.00005844871,0.00035429373,0.000001142301],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005653843,0.000025945272,0.0092867995,0.00015250813,0.0007007953,0.0000028819459,0.0031024986,0.76007533,0.0006654116,0.21378255,0.0009138301,0.0112349205],"study_design_scores_gemma":[0.00045394764,0.000015020174,0.020174682,0.000045410463,0.00004755675,0.000018225202,0.000051732146,0.9727705,0.00015946972,0.0005033187,0.0056309463,0.0001291788],"about_ca_topic_score_codex":0.0000305397,"about_ca_topic_score_gemma":0.0000038421617,"teacher_disagreement_score":0.83218473,"about_ca_system_score_codex":0.000020947271,"about_ca_system_score_gemma":0.000012221758,"threshold_uncertainty_score":0.36688596},"labels":[],"label_agreement":null},{"id":"W3021219421","doi":"10.1139/cgj-2018-0695","title":"Axial performance of micropile groups in cohesionless soil from full-scale tests","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Stiffness; Geotechnical engineering; Drill; Structural engineering; Group effect; Finite element method; Engineering; Bar (unit); Ultimate load; Geology; Mechanical engineering","score_opus":0.007505621921300772,"score_gpt":0.17304537601818992,"score_spread":0.16553975409688915,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3021219421","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933311,0.00025946804,0.0052740467,0.0005942027,0.00019048394,0.0000857571,0.00003679448,0.00011985226,0.000108343746],"genre_scores_gemma":[0.9991359,0.00013564077,0.00035672256,0.00013305829,0.00018614823,0.000004500953,0.000012987442,0.000032594944,0.0000024177293],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988084,0.000020817572,0.00045417566,0.00015611314,0.00017895504,0.00038158367],"domain_scores_gemma":[0.9990775,0.00004628424,0.000040279625,0.00015513497,0.000048876376,0.0006319547],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001373084,0.00015772515,0.00027687018,0.00014400459,0.00005070872,0.000027984928,0.0003066079,0.00024060757,0.00010599411],"category_scores_gemma":[0.00010299983,0.00016549222,0.00007699124,0.0003888241,0.000051024785,0.0001036472,0.00002434582,0.00076157285,0.000021534857],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016057724,0.000012334894,0.0013377027,0.00004377313,0.000009302957,0.00003318598,0.00010987252,0.97483534,0.016297355,0.000016836235,0.00071687845,0.006571366],"study_design_scores_gemma":[0.0006663652,0.0001837619,0.045290902,0.00018480857,0.00001647448,0.000053801134,0.000048136895,0.9458984,0.0024596332,0.00013373708,0.0046906015,0.00037335575],"about_ca_topic_score_codex":0.0020341082,"about_ca_topic_score_gemma":0.0061735334,"teacher_disagreement_score":0.043953203,"about_ca_system_score_codex":0.00020702451,"about_ca_system_score_gemma":0.00013400262,"threshold_uncertainty_score":0.67485774},"labels":[],"label_agreement":null},{"id":"W3023374144","doi":"10.1139/cgj-2019-0401","title":"Numerical study on deformation characteristics of fibre-reinforced load-transfer platform and columns-supported embankments","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Levee; Geotechnical engineering; Parametric statistics; Finite element method; Deformation (meteorology); Structural engineering; Ultimate tensile strength; Shear strength (soil); Modulus; Geology; Materials science; Engineering; Soil water; Composite material; Mathematics","score_opus":0.012774629225626869,"score_gpt":0.19699434702551794,"score_spread":0.18421971779989108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3023374144","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94653624,0.000023012959,0.0522189,0.00026787745,0.00014820111,0.00035863632,0.000037237016,0.00018881758,0.00022110349],"genre_scores_gemma":[0.99967563,0.000017974025,0.00003308411,0.00015546814,0.00006161435,0.000006975219,0.000014878802,0.000028865446,0.0000055045753],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99866974,0.0000146092225,0.0005473556,0.0001293592,0.00031625957,0.00032264917],"domain_scores_gemma":[0.998945,0.000031410502,0.00003853309,0.00013445802,0.00008990995,0.0007606717],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018999065,0.00017790441,0.0002963051,0.000113206035,0.00008643343,0.000053162887,0.00016054462,0.00017747156,0.00006216952],"category_scores_gemma":[0.00016216427,0.00017681382,0.00006437072,0.0002675621,0.000031738615,0.00014629871,0.00001127534,0.0005662286,0.000012241026],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000064012485,0.00004281569,0.0006006629,0.00012602466,0.000111016954,0.00009603462,0.0009881804,0.9839511,0.002193964,0.00023864518,0.0004828422,0.0111047365],"study_design_scores_gemma":[0.0011036003,0.00095282914,0.034260653,0.000078371544,0.0000577344,0.00010204725,0.0001710935,0.96000785,0.0004898305,0.000030322868,0.0023588806,0.00038679803],"about_ca_topic_score_codex":0.00036294627,"about_ca_topic_score_gemma":0.000045791625,"teacher_disagreement_score":0.053139422,"about_ca_system_score_codex":0.00024492134,"about_ca_system_score_gemma":0.00013120445,"threshold_uncertainty_score":0.7210258},"labels":[],"label_agreement":null},{"id":"W3026464586","doi":"10.1016/j.conbuildmat.2020.119483","title":"A review on mechanical behavior and design considerations for reinforced-rehabilitated bituminous pavements","year":2020,"lang":"en","type":"review","venue":"Construction and Building Materials","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Overlay; Asphalt; Service life; Asphalt pavement; Pavement engineering; Civil engineering; Forensic engineering; Geotechnical engineering; Engineering; Environmental science; Computer science; Materials science; Composite material; Mechanical engineering","score_opus":0.05216212744487948,"score_gpt":0.2912146660026224,"score_spread":0.23905253855774294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3026464586","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00021883391,0.9799742,0.015391358,0.000035836172,0.0007744746,0.0029206146,0.00015843692,0.0005197014,0.00000652003],"genre_scores_gemma":[0.0003203914,0.9888863,0.009802449,0.00004577997,0.0000682567,0.0007654803,0.000053570515,0.000055053133,0.00000270931],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99869627,0.000076412725,0.0006572641,0.00031338623,0.000079219746,0.00017743847],"domain_scores_gemma":[0.9992542,0.0003281449,0.00010518411,0.00015866109,0.000043806514,0.00010999426],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00027607894,0.0003338608,0.0010608747,0.00009828403,0.00009949299,0.00009816596,0.000049183644,0.00024427957,0.000037390644],"category_scores_gemma":[0.0004532036,0.00029749417,0.00009054823,0.000109074615,0.000055578057,0.000055548575,0.000027551268,0.00012917264,0.0000035623846],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009461261,0.000018050123,8.997064e-8,0.12571977,0.00018736819,0.0000060008833,0.000027974846,0.0007347471,0.006539204,0.010093641,0.000826873,0.8558368],"study_design_scores_gemma":[0.00089224207,0.00045863405,7.6294384e-7,0.067544505,0.0025477968,0.0005280764,0.000014598591,0.0020794065,0.0058925515,0.0007305379,0.917841,0.0014698975],"about_ca_topic_score_codex":0.0000012467087,"about_ca_topic_score_gemma":8.827067e-8,"teacher_disagreement_score":0.9170141,"about_ca_system_score_codex":0.000055832603,"about_ca_system_score_gemma":0.000033453936,"threshold_uncertainty_score":0.9999477},"labels":[],"label_agreement":null},{"id":"W3027236826","doi":"10.1139/cgj-2019-0625","title":"Numerical verification of the Concentric Arches model for geosynthetic-reinforced pile-supported embankments: applicability and limitations","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Subsoil; Stiffness; Geotechnical engineering; Arch; Structural engineering; Pile; Levee; Finite element method; Geology; Geosynthetics; Ultimate load; Engineering; Soil water","score_opus":0.030775835876831602,"score_gpt":0.2051686501047011,"score_spread":0.17439281422786948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3027236826","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.054117996,0.00010820656,0.9420385,0.0028107273,0.000081421385,0.00055156194,0.000059026625,0.00013150013,0.00010109716],"genre_scores_gemma":[0.9988503,0.00005393003,0.0008165533,0.00016890749,0.000036018675,0.00003606512,0.000009570289,0.000021227892,0.0000074349873],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99903876,0.000018831468,0.00038438188,0.00014184951,0.00014500265,0.00027116167],"domain_scores_gemma":[0.99905026,0.00013058349,0.00005806775,0.00018758085,0.000100826444,0.0004726896],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017283851,0.00012274423,0.00018097977,0.00004231414,0.00012279306,0.000029189927,0.00022723424,0.00014086312,0.000008249562],"category_scores_gemma":[0.0008327211,0.00010464131,0.00009783844,0.00027754845,0.00009443843,0.00006596161,0.000015148906,0.00027803789,0.0000012977276],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000063243315,0.000004582744,0.000021477534,0.00004087477,0.000013312564,2.8860063e-7,0.00011349937,0.9925938,0.0013228242,0.0009516351,0.00021456134,0.004716818],"study_design_scores_gemma":[0.00022877037,0.000034044548,0.0009841453,0.00001536003,0.000026965317,0.00000940538,0.000025488129,0.9948092,0.00036263987,0.0004567772,0.0029349157,0.00011225097],"about_ca_topic_score_codex":0.000098128265,"about_ca_topic_score_gemma":0.00004558539,"teacher_disagreement_score":0.9447323,"about_ca_system_score_codex":0.00013689109,"about_ca_system_score_gemma":0.00015762981,"threshold_uncertainty_score":0.42671487},"labels":[],"label_agreement":null},{"id":"W3030065538","doi":"10.1007/s40891-020-00206-1","title":"Effects of Biochar on the Compression and Swelling Characteristics of Clayey Soils","year":2020,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Biochar; Expansive clay; Swelling; Soil water; Consolidation (business); Geotechnical engineering; Clay soil; Materials science; Soil science; Environmental science; Chemistry; Composite material; Geology; Pyrolysis","score_opus":0.006217673004590625,"score_gpt":0.17945332183838403,"score_spread":0.17323564883379342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3030065538","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9513932,0.00064824225,0.04737521,0.00022206537,0.00028388877,0.00003979357,0.000006333342,0.000016256405,0.000015038003],"genre_scores_gemma":[0.99859065,0.0010059425,0.00027763066,0.000016277005,0.00009320771,6.7250295e-7,8.721929e-7,0.000014118969,6.426609e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993738,0.000007333649,0.00030755947,0.000051915416,0.00018888012,0.00007049368],"domain_scores_gemma":[0.999463,0.00025483072,0.00008928093,0.000043229196,0.00009386811,0.0000557737],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000109792985,0.00009277528,0.00017662319,0.00006739922,0.00001168549,0.000018940409,0.000121667115,0.000046755875,0.0000028412437],"category_scores_gemma":[0.0001688247,0.00007069281,0.000042946467,0.00005147786,0.000023887256,0.000044134173,0.000026933452,0.000164823,2.4714245e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005187419,0.000044240216,0.00011442746,0.0007125359,0.00022297277,0.000013850476,0.0007836632,0.7288361,0.2461013,0.005476267,0.00001867357,0.017624058],"study_design_scores_gemma":[0.0003987809,0.00020060102,0.0064064343,0.0008654078,0.000047015612,0.000027158429,0.000043523105,0.92014337,0.07064118,0.00016074291,0.0009073254,0.0001584309],"about_ca_topic_score_codex":0.0000018373116,"about_ca_topic_score_gemma":4.979961e-8,"teacher_disagreement_score":0.19130726,"about_ca_system_score_codex":0.000010418366,"about_ca_system_score_gemma":0.0000038731296,"threshold_uncertainty_score":0.2882769},"labels":[],"label_agreement":null},{"id":"W3035114644","doi":"","title":"Étude de la réponse dynamique d'une structure existante avec prise en compte de l'interaction dynamique sol-structure dans le contexte de l'Est du Canada","year":2020,"lang":"fr","type":"article","venue":"Espace École de technologie supérieure (École de technologie supérieure)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Humanities; Geology; Art","score_opus":0.004847050959197293,"score_gpt":0.21117693059028014,"score_spread":0.20632987963108285,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3035114644","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54833513,0.0015506948,0.4162245,0.023359073,0.00048132087,0.0013265219,0.0008643024,0.0076569254,0.00020153743],"genre_scores_gemma":[0.97967845,0.0010342892,0.016541494,0.0010569491,0.00027696995,0.00033361407,0.00019565976,0.0005204503,0.00036213055],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9919046,0.000756965,0.0013852958,0.0018086495,0.00070815877,0.0034362853],"domain_scores_gemma":[0.994665,0.0014193219,0.0005388255,0.0020685394,0.0003438753,0.0009644025],"candidate_categories":["metaresearch","metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow","research_integrity"],"category_scores_codex":[0.001165001,0.0019506279,0.0016806321,0.000584678,0.0007252474,0.00047378658,0.0030142742,0.0057785786,0.00008627687],"category_scores_gemma":[0.009154606,0.0022987796,0.0004376908,0.0026037323,0.0013757821,0.00052868185,0.0009606247,0.0077905846,0.000014761232],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002805759,0.00020067806,0.0077698864,0.0010747409,0.00034226634,0.003488494,0.0031330553,0.8423829,0.12835704,0.0072123767,0.0032054288,0.002552538],"study_design_scores_gemma":[0.0021860693,0.000664033,0.012083574,0.0006768004,0.00031878857,0.0030825483,0.011288245,0.88880575,0.054352388,0.004858503,0.019138616,0.0025447062],"about_ca_topic_score_codex":0.08221449,"about_ca_topic_score_gemma":0.38692725,"teacher_disagreement_score":0.43134332,"about_ca_system_score_codex":0.0066800322,"about_ca_system_score_gemma":0.0041629444,"threshold_uncertainty_score":0.9993237},"labels":[],"label_agreement":null},{"id":"W3035649777","doi":"10.1007/s12517-020-05483-8","title":"Behavior of cantilever secant pile wall supporting excavation in sandy soil considering pile-pile interaction","year":2020,"lang":"en","type":"article","venue":"Arabian Journal of Geosciences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"King Abdulaziz University","keywords":"Excavation; Pile; Geotechnical engineering; Cantilever; Stiffness; Deflection (physics); Geology; Ground movement; Lateral earth pressure; Parametric statistics; Finite element method; Instability; Retaining wall; Structural engineering; Engineering; Mechanics","score_opus":0.02250163177783175,"score_gpt":0.24077487176505624,"score_spread":0.21827323998722448,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3035649777","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9951368,0.00007208925,0.003991069,0.00017491213,0.00036407306,0.00006953618,0.0000028251734,0.00003667794,0.00015203485],"genre_scores_gemma":[0.999476,0.000048521535,0.0003760426,0.000027959777,0.000052152613,0.0000024786184,0.0000015626712,0.000010085198,0.0000051528014],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987629,0.000023378027,0.00065594626,0.000110814944,0.0002522454,0.0001947197],"domain_scores_gemma":[0.99946415,0.00006238465,0.00021526277,0.00006597996,0.00008970054,0.00010251161],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042376638,0.00010120694,0.00022529271,0.00014892624,0.00003430839,0.000031099957,0.00014637818,0.000050803537,0.00006285133],"category_scores_gemma":[0.0002730516,0.00009432576,0.000060896447,0.00034717654,0.000049419992,0.00034873304,0.000017111377,0.00024241004,0.000001981385],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014911572,0.000038348862,0.03192864,0.00010706961,0.000009422261,0.00002700586,0.00232037,0.9086067,0.04872251,0.000022980514,0.00013018602,0.008071876],"study_design_scores_gemma":[0.0009147347,0.0005978343,0.1268893,0.00048940466,0.00005364721,0.00012408197,0.0029014358,0.8281379,0.038159106,0.00014636671,0.0011474414,0.0004387845],"about_ca_topic_score_codex":0.00008978023,"about_ca_topic_score_gemma":0.00011744526,"teacher_disagreement_score":0.094960675,"about_ca_system_score_codex":0.00005194497,"about_ca_system_score_gemma":0.000054689484,"threshold_uncertainty_score":0.3846493},"labels":[],"label_agreement":null},{"id":"W3036940164","doi":"","title":"Fundamental Impact Tests On Mortar Specimens For Failure Patterns of Foundation Piles Due to Up-Down Vibration In Earthquakes","year":2007,"lang":"en","type":"article","venue":"The Seventeenth International Offshore and Polar Engineering Conference","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Life Prediction Technologies (Canada)","funders":"","keywords":"Mortar; Geotechnical engineering; Shearing (physics); Ultimate tensile strength; Structural engineering; Foundation (evidence); Tension (geology); Vibration; Geology; Materials science; Engineering; Composite material","score_opus":0.012049218179422805,"score_gpt":0.2530076609176962,"score_spread":0.2409584427382734,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3036940164","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8394014,0.000025115609,0.15957277,0.00019408265,0.00033121614,0.00026347453,0.000085811495,0.00006800785,0.000058076785],"genre_scores_gemma":[0.9993017,0.000017404249,0.00039423,0.000021046575,0.000086885986,0.000017359851,0.00011559313,0.000021757547,0.000024053987],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99919003,0.0000071779223,0.0002919616,0.00013856703,0.00018123446,0.00019099745],"domain_scores_gemma":[0.99959034,0.00012774162,0.000034612214,0.000121867895,0.00006268661,0.00006275874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002439592,0.00016053287,0.00015277497,0.00019217806,0.00002620049,0.00003837084,0.00014419001,0.000051933726,0.000030273206],"category_scores_gemma":[0.0000682383,0.00013686775,0.000053948155,0.00011191203,0.000011623146,0.00011291832,0.00002117276,0.00013405533,0.0000033468123],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000090931535,0.000060504855,0.0073294914,0.00011395761,0.00010462693,0.000003820086,0.00090217486,0.9548633,0.01885064,0.011532072,0.00008060385,0.0060678534],"study_design_scores_gemma":[0.0006812233,0.0003083442,0.50283855,0.00036031153,0.00002009124,0.000017818167,0.00023439596,0.4835408,0.008050666,0.00017906052,0.0034022431,0.00036650262],"about_ca_topic_score_codex":0.000053829874,"about_ca_topic_score_gemma":0.00022715917,"teacher_disagreement_score":0.49550906,"about_ca_system_score_codex":0.00008970297,"about_ca_system_score_gemma":0.000010707165,"threshold_uncertainty_score":0.55813044},"labels":[],"label_agreement":null},{"id":"W3039631140","doi":"10.1007/s41062-020-00327-6","title":"Strength and permeability potentials of cement-modified desert sand for roads construction purpose","year":2020,"lang":"en","type":"article","venue":"Innovative Infrastructure Solutions","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Subbase; California bearing ratio; Portland cement; Compaction; Geotechnical engineering; Compressive strength; Cement; Proctor compaction test; Permeability (electromagnetism); Cohesion (chemistry); Road construction; Crushed stone; Environmental science; Engineering; Materials science; Civil engineering; Composite material; Mathematics","score_opus":0.017778395039791332,"score_gpt":0.22752811966456116,"score_spread":0.20974972462476982,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3039631140","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48254713,0.00008673866,0.5159002,0.00019630956,0.00017790485,0.00039748228,0.00020862318,0.0002173514,0.000268242],"genre_scores_gemma":[0.9928311,0.000015123121,0.006936323,0.00002480424,0.00006201506,0.000038719496,0.00007095229,0.000018784032,0.0000021533997],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991083,0.000017847005,0.00036753505,0.00019094163,0.000112393805,0.00020297413],"domain_scores_gemma":[0.9993963,0.00005844573,0.000060419417,0.00012716514,0.00028686682,0.00007075596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010573683,0.00016013146,0.0002327271,0.00007607006,0.00009501592,0.000017977985,0.00007815977,0.00012982843,0.000029616871],"category_scores_gemma":[0.00035659285,0.00015990488,0.000041635216,0.0005951059,0.00016403123,0.000120825534,0.0000358775,0.00017223395,3.7968792e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053077092,0.00003261531,0.0011727342,0.0005202571,0.00015571617,3.5467298e-7,0.0011864173,0.77612495,0.14364699,0.038326237,0.0006111666,0.038169514],"study_design_scores_gemma":[0.0024337212,0.00040361442,0.051794745,0.000085063315,0.000110244946,0.000013475341,0.0009409549,0.8903749,0.028693393,0.019570032,0.00478203,0.00079785666],"about_ca_topic_score_codex":0.000005895387,"about_ca_topic_score_gemma":0.0000021056835,"teacher_disagreement_score":0.510284,"about_ca_system_score_codex":0.000047390495,"about_ca_system_score_gemma":0.000031176813,"threshold_uncertainty_score":0.6520732},"labels":[],"label_agreement":null},{"id":"W3040812833","doi":"10.22060/ceej.2020.17628.6625","title":"The behavior of Oil-Contaminated Sands in CBR Test","year":2021,"lang":"en","type":"article","venue":"Amirkabir Journal of Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Oil sands; Geotechnical engineering; Crude oil; Environmental science; Contamination; Bearing capacity; Roundness (object); Bearing (navigation); California bearing ratio; Petroleum engineering; Soil water; Geology; Soil science; Asphalt; Materials science; Composite material","score_opus":0.0038020208070657967,"score_gpt":0.18319072178077594,"score_spread":0.17938870097371015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3040812833","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9775848,0.0055888556,0.014409861,0.00008300845,0.0011108522,0.00008704824,0.000008075968,0.00017787576,0.00094962487],"genre_scores_gemma":[0.99869096,0.0008710866,0.00029426007,0.0000030154374,0.000057300622,0.000011352969,0.0000019267648,0.000039776984,0.000030315568],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987495,0.000014603663,0.0006611789,0.00008051325,0.00024003646,0.0002541995],"domain_scores_gemma":[0.9991361,0.00034890373,0.000081161714,0.00019682248,0.00015972691,0.000077278746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037487992,0.00015593009,0.00029983066,0.00014870366,0.000023793209,0.000025856412,0.00019660073,0.00010327615,0.000012164346],"category_scores_gemma":[0.00057472446,0.00013338633,0.00011592113,0.0005295334,0.000022636974,0.00012642278,0.0000260211,0.00042293774,0.0000010525753],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000034785348,0.000052687952,0.001415534,0.00012231301,0.00002902083,0.00007307744,0.00011308086,0.92597115,0.06545018,0.00012628367,0.00005766901,0.0065854993],"study_design_scores_gemma":[0.0027384663,0.00028482304,0.10905336,0.0013223558,0.0001650804,0.0006787182,0.00052718865,0.77161384,0.09764946,0.00006117622,0.015010438,0.00089512236],"about_ca_topic_score_codex":0.0000036122456,"about_ca_topic_score_gemma":0.000073572766,"teacher_disagreement_score":0.15435737,"about_ca_system_score_codex":0.00009184139,"about_ca_system_score_gemma":0.000036446385,"threshold_uncertainty_score":0.5439337},"labels":[],"label_agreement":null},{"id":"W3044329530","doi":"10.1177/0361198120934482","title":"Effect of Sample Size on TDA Shear Strength Parameters in Direct Shear Tests","year":2020,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Direct shear test; Shear (geology); Cohesion (chemistry); Geotechnical engineering; Friction angle; Materials science; Triaxial shear test; Particle size; Shear rate; Shear strength (soil); Shearing (physics); Internal friction; Simple shear; Composite material; Geology; Soil water; Chemistry; Rheology; Soil science","score_opus":0.04237055914676483,"score_gpt":0.32710146048403654,"score_spread":0.2847309013372717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3044329530","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970554,0.000103799655,0.0006827027,0.0009946206,0.00019604627,0.0007035512,0.00007237101,0.000068752175,0.0001227675],"genre_scores_gemma":[0.9984167,0.00045001542,0.0009291108,0.000017955897,0.000055262517,0.000042388776,0.000009588829,0.00006092312,0.000018011982],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99501514,0.0007940177,0.0011295483,0.00028719637,0.0021484555,0.00062562653],"domain_scores_gemma":[0.9930452,0.0055780644,0.0001353686,0.00030968903,0.0005907423,0.0003409235],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0029568279,0.00024273517,0.000558955,0.00051574316,0.00010964976,0.00004350295,0.00061748415,0.00018750803,0.00008622763],"category_scores_gemma":[0.0018512912,0.00018774765,0.00029480094,0.0022959863,0.00022516384,0.0002446064,0.000004083208,0.0019745384,0.000008372734],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014749966,0.00013282528,0.044974778,0.0010430613,0.000094323834,0.00004635603,0.0016431776,0.93636584,0.0037797515,0.00019057351,0.0008630549,0.009391254],"study_design_scores_gemma":[0.0044476097,0.0064595547,0.9055299,0.0012959045,0.000079515106,3.3972594e-7,0.00058826176,0.03909001,0.037778605,0.0006740325,0.0035417546,0.0005145226],"about_ca_topic_score_codex":0.0019942434,"about_ca_topic_score_gemma":0.0021653872,"teacher_disagreement_score":0.89727587,"about_ca_system_score_codex":0.00017137245,"about_ca_system_score_gemma":0.000118055825,"threshold_uncertainty_score":0.8578497},"labels":[],"label_agreement":null},{"id":"W3045390725","doi":"10.1139/cgj-2019-0820","title":"Reliability-based design and analysis for internal limit states of steel grid–reinforced mechanically stabilized earth walls","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Limit state design; Ultimate tensile strength; Structural engineering; Reliability (semiconductor); Mechanically stabilized earth; Safety factor; Grid; Engineering; Limit (mathematics); Foundation (evidence); Corrosion; Reinforcement; Geotechnical engineering; Materials science; Mathematics; Composite material","score_opus":0.013726298866740325,"score_gpt":0.1950950901876486,"score_spread":0.18136879132090827,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3045390725","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.038024344,0.00011067501,0.9604344,0.0006523076,0.00009339152,0.0003894087,0.00009571175,0.00018517542,0.000014588833],"genre_scores_gemma":[0.9781598,0.00007947298,0.02134042,0.00024683913,0.000065303,0.000024507302,0.00002968437,0.00004446265,0.0000094979405],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982097,0.00006312518,0.0007348269,0.0002609258,0.00025105217,0.0004803693],"domain_scores_gemma":[0.99793804,0.00038944025,0.00009325986,0.00024118579,0.00024024562,0.0010978121],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00068890327,0.00024170065,0.0005430025,0.00030869342,0.00008764749,0.00007705136,0.00031652194,0.00025526478,0.00007266966],"category_scores_gemma":[0.0007476007,0.00023188675,0.00028774148,0.00064730144,0.00007768658,0.000114000664,0.000024074381,0.00054551486,0.0000019475171],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006783712,0.000006548135,0.000022601622,0.0000897838,0.00014365184,0.0000065874374,0.00004815645,0.9940412,0.0041375244,0.00018422854,0.00017094036,0.0010809097],"study_design_scores_gemma":[0.00073682267,0.0003510648,0.00039934996,0.000038176397,0.00020973077,0.000007108213,0.000023676748,0.9931393,0.002139851,0.00023878591,0.002466658,0.00024945557],"about_ca_topic_score_codex":0.00035768046,"about_ca_topic_score_gemma":0.00026195557,"teacher_disagreement_score":0.9401355,"about_ca_system_score_codex":0.00014293577,"about_ca_system_score_gemma":0.00022795946,"threshold_uncertainty_score":0.9456067},"labels":[],"label_agreement":null},{"id":"W3048105594","doi":"10.1139/cgj-2020-0272","title":"Development of a hybrid soil pressure sensor and its application to soil compaction","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Federal Highway Administration","keywords":"Compaction; Geotechnical engineering; Stiffness; Pressure sensor; Soil compaction; Calibration; Lateral earth pressure; Overburden pressure; Pressure measurement; Dynamic compaction; Environmental science; Materials science; Geology; Engineering; Composite material; Mechanical engineering","score_opus":0.010654112008300687,"score_gpt":0.19294749116409854,"score_spread":0.18229337915579785,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3048105594","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5544616,0.00044836182,0.44229355,0.0018096415,0.00012679407,0.00033521306,0.000036520658,0.00031174257,0.00017655829],"genre_scores_gemma":[0.99878234,0.000024786814,0.00093717955,0.00012896779,0.0000769382,0.000010166006,0.000006279939,0.000023404564,0.000009963012],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99914324,0.000010687517,0.0003144717,0.00013390701,0.00015341186,0.00024430684],"domain_scores_gemma":[0.99892175,0.00001485004,0.000033236895,0.00008848838,0.00007625343,0.0008654337],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001361834,0.000121734876,0.00017578439,0.00011205756,0.00008404506,0.000025224337,0.00012138516,0.00008376575,0.000019994543],"category_scores_gemma":[0.00010445516,0.00012980486,0.000033249064,0.00020742584,0.000012346978,0.0000635879,0.000016885746,0.000333567,0.000014829951],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000044538333,0.0000040217024,0.0000070406295,0.00006276834,0.000019304329,0.000004297909,0.00012144373,0.97316265,0.017991887,0.0000726062,0.0004529358,0.008096602],"study_design_scores_gemma":[0.00016760113,0.000034805398,0.00086497795,0.00004080586,0.000019514007,0.00007533304,0.000032919408,0.92676735,0.009603739,0.000021527383,0.06217812,0.00019329583],"about_ca_topic_score_codex":0.00019922035,"about_ca_topic_score_gemma":0.0004675623,"teacher_disagreement_score":0.4443207,"about_ca_system_score_codex":0.000106211875,"about_ca_system_score_gemma":0.00011270876,"threshold_uncertainty_score":0.5293288},"labels":[],"label_agreement":null},{"id":"W3091167623","doi":"10.1520/jte20190883","title":"Mechanical Properties Improvement of Polyvinyl Acetate Polymer-Treated Sand with Plant Fiber Reinforcement","year":2020,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Quest University Canada; Nortel (Canada)","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Polyvinyl acetate; Reinforcement; Composite material; Materials science; Polymer; Polyvinyl chloride; Fiber; Polyvinyl alcohol","score_opus":0.03812320929005323,"score_gpt":0.21785400669088356,"score_spread":0.17973079740083034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3091167623","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99643415,0.00052315183,0.0026015951,0.00013403839,0.00003108549,0.000116499774,0.000001236546,0.000037416637,0.0001208175],"genre_scores_gemma":[0.9992925,0.000028936814,0.0006071567,0.000011899976,0.00003820899,0.0000031539191,0.0000020005766,0.000009931731,0.000006231547],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992237,0.000013295297,0.00032487314,0.000057411402,0.0002950065,0.00008572118],"domain_scores_gemma":[0.99956554,0.000037827664,0.00011483889,0.000044887693,0.00017046924,0.000066446206],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033091812,0.000081866616,0.00015085412,0.000039258808,0.00002263479,0.000016846318,0.000038283066,0.00003302308,0.000013221742],"category_scores_gemma":[0.00022922311,0.000056880745,0.0000199969,0.0001271595,0.000011660636,0.000090917376,0.000010037507,0.000097613876,5.665365e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051012536,0.000008644377,0.000066519475,0.00011743522,0.00004144195,0.0000010319012,0.00017321475,0.78305125,0.18943398,0.0000029180924,0.00002248533,0.027030049],"study_design_scores_gemma":[0.0007010428,0.0008727617,0.00040663662,0.0002837012,0.0000978582,0.000017304987,0.000048965678,0.8900214,0.107448556,0.000011662879,0.0000127631465,0.00007737901],"about_ca_topic_score_codex":0.000011623984,"about_ca_topic_score_gemma":4.583531e-7,"teacher_disagreement_score":0.1069701,"about_ca_system_score_codex":0.00003006917,"about_ca_system_score_gemma":0.00002630741,"threshold_uncertainty_score":0.23195295},"labels":[],"label_agreement":null},{"id":"W3092616584","doi":"10.1155/2020/8957893","title":"Vertical and Lateral Bearing Capacity of FRP Composite Sheet Piles in Soft Soil","year":2020,"lang":"en","type":"article","venue":"Advances in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"National Natural Science Foundation of China","keywords":"Fibre-reinforced plastic; Composite number; Bearing capacity; Geotechnical engineering; Sheet pile; Pile; Foundation (evidence); Structural engineering; Bearing (navigation); Geology; Materials science; Displacement (psychology); Composite material; Engineering","score_opus":0.007438865044363592,"score_gpt":0.1914993134097144,"score_spread":0.18406044836535082,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3092616584","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93606573,0.0021334914,0.061094463,0.00004210211,0.00011433407,0.000083844476,0.0000035575447,0.00027090558,0.00019158331],"genre_scores_gemma":[0.998345,0.00039862204,0.00117892,0.000010419522,0.000027341177,0.0000075384937,0.0000032364924,0.00002853237,3.831213e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991913,0.0000067001974,0.00027661608,0.00017151139,0.00010719616,0.00024670037],"domain_scores_gemma":[0.9997248,0.00007795595,0.000009586731,0.00009395285,0.000010391166,0.00008330672],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008209366,0.00015236562,0.00026173418,0.00007692712,0.0000104727,0.000011174551,0.00009512573,0.00008336012,0.000007076033],"category_scores_gemma":[0.0000904912,0.00017971951,0.000026702297,0.00024146336,0.000028334953,0.0002312559,0.000041134088,0.0002802514,0.0000015329325],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004565973,0.000008469708,0.0047058156,0.0003819842,0.0000043320933,0.0000043976083,0.0004654965,0.9828425,0.010390712,0.00015311953,0.0000012488237,0.00103735],"study_design_scores_gemma":[0.00031128692,0.000023590264,0.018865177,0.00016607619,0.0000035106823,0.000002207269,0.000014426489,0.97866774,0.0014246748,0.000092045666,0.0002445,0.00018478831],"about_ca_topic_score_codex":0.000025280797,"about_ca_topic_score_gemma":0.00014627163,"teacher_disagreement_score":0.062279288,"about_ca_system_score_codex":0.000035389065,"about_ca_system_score_gemma":0.0000032946848,"threshold_uncertainty_score":0.73287493},"labels":[],"label_agreement":null},{"id":"W3093289261","doi":"10.1007/s10706-020-01603-z","title":"At-Rest Earth Pressure of Overconsolidated Collapsible Soil Subjected to Full Inundation","year":2020,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Lateral earth pressure; Water table; Degree of saturation; Hydrogeology; Geology; Retaining wall; Saturation (graph theory); Soil water; Groundwater; Environmental science; Soil science; Mathematics","score_opus":0.008662356082585717,"score_gpt":0.17605427868480777,"score_spread":0.16739192260222205,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3093289261","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9350222,0.0003285711,0.062109347,0.00043658345,0.000085073,0.0003072528,0.000030752093,0.0014669218,0.00021332409],"genre_scores_gemma":[0.9987066,0.00007292123,0.0009659573,0.00007501513,0.000053661548,0.00003300814,0.00002865043,0.000030413925,0.000033778473],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99870133,0.000015405454,0.00040725482,0.00031757753,0.00019429173,0.00036410717],"domain_scores_gemma":[0.9992711,0.000106403284,0.000028795112,0.0001917993,0.000059841892,0.00034205097],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000098697725,0.000248425,0.0003893555,0.00008190228,0.000043253887,0.000019671845,0.00017071291,0.00030865904,0.000099098404],"category_scores_gemma":[0.0005039638,0.00023329108,0.00006317067,0.0006326191,0.000047363512,0.00007554141,0.0001904364,0.00031638198,0.000024367251],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031122414,0.000013597336,0.000032945965,0.00015192904,0.000021546324,0.0000033376134,0.00003502435,0.85802376,0.14063704,0.0005350806,0.00007858069,0.0004360076],"study_design_scores_gemma":[0.00037936927,0.00030190835,0.008748227,0.00004599281,0.000031183645,0.000011396358,0.000005805755,0.9612891,0.013401357,0.00004196607,0.015388972,0.00035474313],"about_ca_topic_score_codex":0.000012273921,"about_ca_topic_score_gemma":0.000005719198,"teacher_disagreement_score":0.12723568,"about_ca_system_score_codex":0.000018980165,"about_ca_system_score_gemma":0.0000085228485,"threshold_uncertainty_score":0.9513334},"labels":[],"label_agreement":null},{"id":"W3093860197","doi":"10.1139/cgj-2020-0337","title":"Mathematical characterization of pile–soil interface boundary for consolidation analysis of soil around permeable pipe pile","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Guangxi Key Laboratory of Disaster Prevention and Engineering Safety; China Scholarship Council; Natural Science Foundation of Guangxi Province; National Natural Science Foundation of China","keywords":"Pile; Consolidation (business); Pore water pressure; Drainage; Geotechnical engineering; RADIUS; Boundary value problem; Hydraulic conductivity; Mechanics; Geology; Materials science; Soil water; Soil science","score_opus":0.013280258823796296,"score_gpt":0.2126253530463174,"score_spread":0.1993450942225211,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3093860197","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36763814,0.00006735787,0.63127047,0.0003905843,0.00009744144,0.00017344656,0.00015905465,0.00009120706,0.00011227259],"genre_scores_gemma":[0.99921876,0.000057008056,0.00040312554,0.00006689684,0.00008302048,0.000013332952,0.00011039819,0.00003470743,0.000012771147],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985439,0.000026883803,0.00072995847,0.0001648718,0.00021325109,0.00032109828],"domain_scores_gemma":[0.9989018,0.00008924137,0.00013775317,0.00019194775,0.00021356692,0.0004657018],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003048646,0.00016897781,0.0004982508,0.0003558378,0.000080735605,0.00005556582,0.00023668313,0.00022357672,0.00016059238],"category_scores_gemma":[0.00038559237,0.00017824201,0.00022672876,0.00080279174,0.000087479384,0.00015721512,0.000018286044,0.00034104442,0.000004817452],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017207081,0.000021228161,0.000042883046,0.00018464432,0.00022294706,0.0000020995328,0.0001539688,0.9459736,0.051588506,0.00036164146,0.00015899223,0.0012723153],"study_design_scores_gemma":[0.00025602322,0.00011850317,0.000745024,0.00006436279,0.0003150649,0.000011596134,0.0000568672,0.9891464,0.0062198187,0.0002795315,0.002609705,0.00017709617],"about_ca_topic_score_codex":0.000184307,"about_ca_topic_score_gemma":0.0002864156,"teacher_disagreement_score":0.6315806,"about_ca_system_score_codex":0.00018255186,"about_ca_system_score_gemma":0.00019248703,"threshold_uncertainty_score":0.72684985},"labels":[],"label_agreement":null},{"id":"W3094148409","doi":"10.1155/2020/4274926","title":"Study of the Permanent Deformation of Soil Used in Flexible Pavement Design","year":2020,"lang":"en","type":"article","venue":"Advances in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Transport Canada","funders":"Fundação Cearense de Apoio ao Desenvolvimento Científico e Tecnológico","keywords":"Geotechnical engineering; Deformation (meteorology); Structural engineering; Triaxial shear test; Empirical modelling; Granular material; Artificial neural network; Pavement engineering; Computer science; Materials science; Geology; Engineering; Simulation; Composite material; Machine learning","score_opus":0.017098772617921,"score_gpt":0.2195998395777704,"score_spread":0.2025010669598494,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3094148409","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9043756,0.00063387275,0.094122685,0.000017172342,0.0001692556,0.000415117,0.0000014993253,0.00014533394,0.00011948352],"genre_scores_gemma":[0.9995942,0.00010067539,0.00023275375,0.0000031191116,0.000010192943,0.000038690578,0.0000011017893,0.000018546412,7.226117e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991667,0.000011583367,0.0003957153,0.000097505785,0.00018060934,0.00014785283],"domain_scores_gemma":[0.99972844,0.00004520506,0.00003552768,0.00014869813,0.000015210214,0.000026921854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014829234,0.00011452995,0.00019508039,0.00008749631,0.000007530582,0.0000035065607,0.00015601618,0.00003956628,0.0000029764112],"category_scores_gemma":[0.000049619488,0.00010145537,0.000028803186,0.0005497854,0.000006800131,0.00016885952,0.00003336104,0.00014741911,5.377343e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000026921748,0.000041313113,0.0027778987,0.0002466994,0.000004720321,6.5111436e-7,0.0019056734,0.99218875,0.0023934676,0.00009550333,0.0000010397489,0.0003415604],"study_design_scores_gemma":[0.0004991499,0.00008019105,0.008069286,0.000116429896,0.0000049450123,3.7052803e-7,0.00040482523,0.98019034,0.010431922,0.000027292439,0.000063058746,0.00011220312],"about_ca_topic_score_codex":0.000013787079,"about_ca_topic_score_gemma":0.00012987954,"teacher_disagreement_score":0.095218614,"about_ca_system_score_codex":0.00006390873,"about_ca_system_score_gemma":0.0000064794835,"threshold_uncertainty_score":0.413723},"labels":[],"label_agreement":null},{"id":"W3095419384","doi":"10.23860/thesis-miescke-fenia-2020","title":"QUALITY CONTROL MEASURES FOR CYCLIC SIMPLE SHEAR TESTS ON SAND","year":2020,"lang":"en","type":"dissertation","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Direct shear test; Simple shear; Shear (geology); Cyclic stress; Simple (philosophy); Geotechnical engineering; Quality (philosophy); Materials science; Engineering; Structural engineering; Composite material; Physics","score_opus":0.01961245713779313,"score_gpt":0.2758425920307375,"score_spread":0.2562301348929444,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3095419384","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.126131,0.0019308291,0.6809405,0.0006336855,0.00517507,0.006296571,0.00073327194,0.013209516,0.16494954],"genre_scores_gemma":[0.9980797,0.00002930688,0.0001733281,0.000065377506,0.00013134367,0.00016056038,0.00091606163,0.00008907007,0.00035523524],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989557,0.000016570142,0.00034135222,0.0002453874,0.00021939605,0.00022158344],"domain_scores_gemma":[0.9993216,0.00026696405,0.000034956298,0.00020190542,0.000070325776,0.000104288025],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00014139125,0.00026444183,0.00038625812,0.00006132264,0.000045548644,0.000035986108,0.00011568544,0.00032855806,0.000039422943],"category_scores_gemma":[0.0005739733,0.0002543821,0.0001471155,0.00011245453,0.00000556734,0.000031248535,0.000002443715,0.0002488916,0.000026010834],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001347914,0.000044235145,0.000023161208,0.001432645,0.00014425536,0.0000010061635,0.0002072158,0.9578497,0.012191599,0.0034368916,0.0077921906,0.016742317],"study_design_scores_gemma":[0.004093456,0.00059868826,0.016978554,0.00031728065,0.00025154176,0.0000010769348,0.00035346826,0.83131397,0.018598346,0.004154031,0.120808005,0.0025315755],"about_ca_topic_score_codex":0.000022508275,"about_ca_topic_score_gemma":0.00006836709,"teacher_disagreement_score":0.8719487,"about_ca_system_score_codex":0.000045467063,"about_ca_system_score_gemma":0.000017740256,"threshold_uncertainty_score":0.9999908},"labels":[],"label_agreement":null},{"id":"W3097147393","doi":"10.1130/abs/2020am-359824","title":"TWO-DIMENSIONAL LARGE DEFORMATION FINITE ELEMENT MODELLING OF SENSITIVE CLAY LANDSLIDES","year":2020,"lang":"en","type":"article","venue":"Abstracts with programs - Geological Society of America","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Finite element method; Deformation (meteorology); Geology; Geotechnical engineering; Landslide; Materials science; Structural engineering; Engineering","score_opus":0.019410133221463698,"score_gpt":0.2150868479755563,"score_spread":0.1956767147540926,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3097147393","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.577952,0.00007083712,0.42077363,0.00026823426,0.000017717683,0.00026804578,0.000012892771,0.00032351806,0.0003131071],"genre_scores_gemma":[0.95620334,0.000033416625,0.043468352,0.0001425782,0.000023908055,0.000013845264,0.000098969555,0.00001386058,0.0000017001652],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989021,0.000015185508,0.00038558076,0.00015972168,0.00026276673,0.00027468015],"domain_scores_gemma":[0.99945873,0.0000983837,0.00012344446,0.00009298514,0.000121341734,0.00010510432],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013668093,0.00016081176,0.00029113764,0.000011761497,0.000041213287,0.00000837423,0.00007635116,0.00010548047,0.000016335429],"category_scores_gemma":[0.000025264784,0.00012163005,0.00011917188,0.00025481352,0.00011447499,0.00008707833,0.00003277563,0.0002327791,0.000004797614],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021594593,0.00007756096,0.00022077009,0.000118514035,0.000061237035,0.0000011082336,0.0006028487,0.99440396,0.00033259823,0.000020679972,0.000033406788,0.0041056974],"study_design_scores_gemma":[0.000421498,0.00043385391,0.00063065084,0.00004391143,0.000024054327,0.0000014917081,0.0003575563,0.9956485,0.0016811619,0.000040297837,0.000561505,0.00015550994],"about_ca_topic_score_codex":0.00004433743,"about_ca_topic_score_gemma":7.832286e-7,"teacher_disagreement_score":0.37825134,"about_ca_system_score_codex":0.000018834431,"about_ca_system_score_gemma":0.000012206714,"threshold_uncertainty_score":0.49599296},"labels":[],"label_agreement":null},{"id":"W3097747622","doi":"10.1061/(asce)cr.1943-5495.0000237","title":"Closure to “Use of Rigid Geofoam Insulation to Mitigate Frost Heave at Shallow Culvert Installations” by Ahmed Moussa, Ahmed Shalaby, Leonnie Kavanagh, and Pooneh Maghoul","year":2020,"lang":"en","type":"article","venue":"Journal of Cold Regions Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Research Manitoba; University of Manitoba","funders":"","keywords":"Frost heaving; Culvert; Closure (psychology); Geotechnical engineering; Geology; Frost (temperature); Environmental science; Engineering; Geomorphology","score_opus":0.013571501118914402,"score_gpt":0.1892449546743881,"score_spread":0.1756734535554737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3097747622","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84060663,0.00053027266,0.15614633,0.0017670997,0.00024872835,0.00037701873,0.00005234048,0.00022283357,0.00004876174],"genre_scores_gemma":[0.99527156,0.00018255878,0.0041486705,0.000110067114,0.00010632561,0.000012740957,0.000013716813,0.00007709356,0.000077269244],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99832314,0.000018718949,0.0007385185,0.00020631688,0.0003834583,0.00032982754],"domain_scores_gemma":[0.9988094,0.00012398696,0.00011603332,0.00021545745,0.0002028267,0.0005322951],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001628926,0.00028589557,0.00048168193,0.0003322229,0.00006334482,0.00005748639,0.00017896948,0.00017925556,0.000009045076],"category_scores_gemma":[0.0003962319,0.00030200914,0.00013167546,0.00073326915,0.000021654843,0.0003241521,0.000079354766,0.0003331937,0.0000050525355],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027901639,0.000018273195,0.000665635,0.00014585292,0.00007375601,0.000009189862,0.000404447,0.883975,0.11206169,0.00024533438,0.0021700466,0.00020285923],"study_design_scores_gemma":[0.0015543787,0.0005054232,0.024319325,0.0006877851,0.0001515919,0.00007245248,0.00008922845,0.86237365,0.0151334535,0.000023354756,0.094208725,0.00088065944],"about_ca_topic_score_codex":0.000015105779,"about_ca_topic_score_gemma":0.000013507843,"teacher_disagreement_score":0.15466495,"about_ca_system_score_codex":0.0001882877,"about_ca_system_score_gemma":0.000024936504,"threshold_uncertainty_score":0.9999432},"labels":[],"label_agreement":null},{"id":"W3099982978","doi":"10.1061/(asce)gt.1943-5606.0002432","title":"Settlement Rate Increase in Organic Soils Following Cyclic Loading","year":2020,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Geotechnical engineering; Levee; Settlement (finance); Consolidation (business); Compressibility; Geology; Compression (physics); Pore water pressure; Soil water; Inclinometer; Compaction; Environmental science; Soil science; Materials science; Mechanics; Accounting; Geodesy; Physics","score_opus":0.004615958150789433,"score_gpt":0.16827667247140027,"score_spread":0.16366071432061083,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3099982978","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9912821,0.00082509377,0.007201715,0.00029609504,0.00012735906,0.00010305975,0.0000040534483,0.00013180885,0.000028704892],"genre_scores_gemma":[0.9992139,0.0003454424,0.00022644443,0.00007173991,0.0000885629,0.00000431969,0.0000034403804,0.000042699852,0.0000034740494],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99873006,0.000016744394,0.00058594096,0.00015811229,0.00020671698,0.00030240344],"domain_scores_gemma":[0.99949026,0.00007195948,0.000056175006,0.000097216434,0.0000051533852,0.0002792484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032027706,0.00022166726,0.00035948618,0.00011831501,0.000025861793,0.000027838056,0.0001506012,0.00012626662,0.00004734574],"category_scores_gemma":[0.0001313364,0.00021927057,0.00011951659,0.0002457855,0.000019416004,0.00021226444,0.000078754994,0.0005405608,0.000007012546],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010363531,0.00002312271,0.00007786041,0.00007426784,0.000032958138,0.00007912862,0.00007463917,0.9630105,0.034944262,0.000025529478,0.000018177747,0.0016292203],"study_design_scores_gemma":[0.0012296125,0.00021361613,0.013368328,0.00018690764,0.000054031774,0.00007646951,0.00007981422,0.9779366,0.0034475045,0.000051249594,0.0029218602,0.00043400642],"about_ca_topic_score_codex":0.000002819372,"about_ca_topic_score_gemma":5.6696746e-7,"teacher_disagreement_score":0.031496756,"about_ca_system_score_codex":0.00012906472,"about_ca_system_score_gemma":0.0000062260715,"threshold_uncertainty_score":0.89415944},"labels":[],"label_agreement":null},{"id":"W3107906562","doi":"10.1139/cgj-2020-0538","title":"Dual row retaining walls in dry sand: influence of wall stiffness on seismic response","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Retaining wall; Geotechnical engineering; Lateral earth pressure; Serviceability (structure); Stiffness; Centrifuge; Structural engineering; Mechanically stabilized earth; Consolidation (business); Shear wall; Stiffening; OpenSees; Bearing capacity; Engineering; Geology; Finite element method","score_opus":0.010316418632179183,"score_gpt":0.19878620726439727,"score_spread":0.18846978863221808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3107906562","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99416107,0.00011833755,0.0031973668,0.0020496594,0.00007101682,0.00011511206,0.000013649022,0.00015846381,0.00011530617],"genre_scores_gemma":[0.99925846,0.000043342003,0.00008034477,0.0005068772,0.00005705059,0.0000053152035,0.000003011687,0.000039245086,0.000006359027],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99848974,0.000075691816,0.0005247145,0.00018661779,0.00025289512,0.0004703366],"domain_scores_gemma":[0.9987769,0.00016547508,0.000051324423,0.0001958172,0.00006640604,0.000744067],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053859205,0.0001898399,0.00030147086,0.00030371163,0.000054547832,0.000036037407,0.00027999288,0.0002681963,0.00003276452],"category_scores_gemma":[0.001005293,0.00019975021,0.000080770566,0.0005481271,0.00005307912,0.000114859904,0.000021385893,0.0011118782,0.000015148189],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007980401,0.0000069214834,0.00007672006,0.000028099099,0.000009186482,0.00015949912,0.00016824751,0.9920104,0.0034625041,0.000061122424,0.00015161133,0.0037858547],"study_design_scores_gemma":[0.00064136845,0.00020062661,0.034732543,0.00027449566,0.000011438742,0.000054918204,0.000043343083,0.9564739,0.00045054764,0.00017566235,0.006603804,0.00033736852],"about_ca_topic_score_codex":0.0010335585,"about_ca_topic_score_gemma":0.00038076728,"teacher_disagreement_score":0.035536546,"about_ca_system_score_codex":0.00036636373,"about_ca_system_score_gemma":0.0002531197,"threshold_uncertainty_score":0.81455773},"labels":[],"label_agreement":null},{"id":"W3109368895","doi":"10.1061/(asce)mt.1943-5533.0003583","title":"Dynamic Characterization of Tire Derived Aggregates","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Shear modulus; Materials science; Dynamic modulus; Shear (geology); Aggregate (composite); Composite material; Modulus; Geotechnical engineering; Ranging; Amplitude; Range (aeronautics); Dynamic mechanical analysis; Geology; Physics","score_opus":0.006124829803688572,"score_gpt":0.18082523014600596,"score_spread":0.17470040034231737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3109368895","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9776103,0.00020423534,0.021442309,0.0000663281,0.0004876258,0.00006636367,0.000010365858,0.000095372045,0.000017100068],"genre_scores_gemma":[0.9990758,0.00030545835,0.00048972433,0.0000077129625,0.0000705011,0.0000025589127,0.0000075831454,0.000039673494,0.0000010102999],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989475,0.00001331103,0.0006616063,0.00007181584,0.0001521005,0.00015366894],"domain_scores_gemma":[0.9996314,0.000032221385,0.00012762561,0.00007968739,0.000056753033,0.000072318726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019096844,0.0001410026,0.0003697148,0.00014624403,0.0000064527558,0.000018508037,0.00014709836,0.00009622372,0.00003688493],"category_scores_gemma":[0.00017013834,0.00014278367,0.00005135342,0.0002401208,0.000009420537,0.00017538808,0.000019428993,0.00014313337,0.0000019285108],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000069051216,0.000005516948,0.000013489007,0.00024352096,0.000010742237,0.0000050334097,0.00012469689,0.42974088,0.569422,0.000011050764,0.0000017390554,0.00041440874],"study_design_scores_gemma":[0.0005500293,0.00010008304,0.006968937,0.0005112699,0.000020416668,0.000023105393,0.000020791384,0.5676646,0.42357382,0.000013462271,0.00031332034,0.00024017238],"about_ca_topic_score_codex":0.0000011146808,"about_ca_topic_score_gemma":0.0000013268013,"teacher_disagreement_score":0.14584821,"about_ca_system_score_codex":0.000058968944,"about_ca_system_score_gemma":0.000012927684,"threshold_uncertainty_score":0.5822549},"labels":[],"label_agreement":null},{"id":"W3112631719","doi":"10.3390/su122410468","title":"Effect of Fiber and Cement Additives on the Small-Strain Stiffness Behavior of Toyoura Sand","year":2020,"lang":"en","type":"article","venue":"Sustainability","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Cement; Materials science; Fiber; Stiffness; Geotechnical engineering; Triaxial shear test; Composite material; Shear modulus; Elastic modulus; Shear (geology); Geology","score_opus":0.008266471654071664,"score_gpt":0.21992023327055196,"score_spread":0.2116537616164803,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3112631719","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99859893,0.00004576149,0.00043066833,0.00023908317,0.00002018118,0.00044673178,0.000044153523,0.00006894256,0.00010553329],"genre_scores_gemma":[0.99989283,0.0000034717611,0.0000119012175,0.000005169232,0.000010696045,0.00005164616,0.0000060031343,0.00001021079,0.000008066352],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9994365,0.00006167472,0.0001711255,0.00011790277,0.00009535587,0.00011745142],"domain_scores_gemma":[0.99937266,0.00031812504,0.000022086528,0.00015493057,0.00008507408,0.00004712581],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027075107,0.00010290888,0.00016989726,0.000016786891,0.000020164267,0.0000057308166,0.000070635026,0.000050554165,0.00004970832],"category_scores_gemma":[0.0007811088,0.00007237968,0.00004268677,0.00012257324,0.00008607,0.00002033585,0.000027785987,0.00010999463,3.9291857e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042886764,0.0002768746,0.0067018266,0.012558942,0.00012758058,0.0000115455405,0.004236646,0.65244067,0.011874469,0.0042809593,0.00023674691,0.30682486],"study_design_scores_gemma":[0.0035076793,0.005068704,0.6715667,0.00029438132,0.00041070962,0.0000034722368,0.0023754418,0.14009546,0.1712274,0.0015566646,0.0026801988,0.0012131477],"about_ca_topic_score_codex":0.000010640959,"about_ca_topic_score_gemma":6.658823e-7,"teacher_disagreement_score":0.6648649,"about_ca_system_score_codex":0.000054727057,"about_ca_system_score_gemma":0.000014942992,"threshold_uncertainty_score":0.29515576},"labels":[],"label_agreement":null},{"id":"W3115224551","doi":"","title":"Earth Pressure on Walls Retaining Overconsolidated Collapsible Soils Subjected to Partial","year":2020,"lang":"en","type":"dissertation","venue":"Spectrum Research Repository (Concordia University)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Soil water; Degree of saturation; Cohesion (chemistry); Lateral earth pressure; Geology; Saturation (graph theory); Environmental science; Soil science; Mathematics","score_opus":0.0187632936725003,"score_gpt":0.244867026006928,"score_spread":0.2261037323344277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3115224551","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8282255,0.000117969816,0.00021804137,0.00014023538,0.0011145598,0.00095209706,0.000042478514,0.0013813764,0.16780773],"genre_scores_gemma":[0.97889376,0.00008430799,0.000019233335,0.0000074853424,0.00028867935,0.000013218654,0.00026347084,0.00012611951,0.020303715],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99686515,0.0002602313,0.00034453234,0.00075658446,0.0008759866,0.00089751],"domain_scores_gemma":[0.9982245,0.00021450385,0.00006348726,0.0006351201,0.00024894098,0.00061346864],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00027710132,0.00043525657,0.00054356514,0.001000158,0.00038351453,0.00019362947,0.00063286826,0.00060472166,0.0000739348],"category_scores_gemma":[0.00027717763,0.0005381796,0.00017810176,0.002227889,0.000058051464,0.00017382552,0.00009178901,0.0016765238,0.00013576196],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0031568233,0.0002626935,0.00124285,0.0024275195,0.0015770786,0.0024262527,0.0034019318,0.7458236,0.2153802,0.010552755,0.0116738975,0.0020743776],"study_design_scores_gemma":[0.0017067862,0.0017750374,0.016505094,0.000982227,0.0002810689,0.000013664205,0.0015540869,0.08585344,0.4433822,0.00010398485,0.4457701,0.0020723091],"about_ca_topic_score_codex":0.0010185225,"about_ca_topic_score_gemma":0.0017124607,"teacher_disagreement_score":0.65997016,"about_ca_system_score_codex":0.00037633243,"about_ca_system_score_gemma":0.00040459126,"threshold_uncertainty_score":0.999707},"labels":[],"label_agreement":null},{"id":"W3118227520","doi":"10.21608/erjeng.2020.131488","title":"Improvement of Expansive Soil by Using Micro Silica Fume","year":2020,"lang":"en","type":"article","venue":"Journal of Engineering Research - Egypt/Journal of Engineering Research","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Expansive clay; Silica fume; Expansive; Geotechnical engineering; Materials science; Environmental science; Composite material; Geology; Cement; Soil water; Soil science; Compressive strength","score_opus":0.056900742770631486,"score_gpt":0.322610442221244,"score_spread":0.2657096994506125,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3118227520","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9372212,0.007427914,0.053535152,0.00043660798,0.0007695288,0.00039954926,0.00003257075,0.00011674227,0.000060729744],"genre_scores_gemma":[0.9935934,0.0012741229,0.0039934823,0.000008466299,0.00088855455,0.000008410655,0.0000034147888,0.00020915738,0.000020998876],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9923792,0.0001333228,0.0023275495,0.0003240548,0.0033622738,0.0014736135],"domain_scores_gemma":[0.9931603,0.0012597954,0.0003612682,0.00047139614,0.0035959997,0.0011512132],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0061564255,0.0005088233,0.0012162735,0.002036496,0.000113931004,0.00016457074,0.0014811723,0.00039032142,0.00005310935],"category_scores_gemma":[0.0051156958,0.00049053173,0.0005046861,0.0026762842,0.00016654431,0.0006583077,0.00026975665,0.0045201317,0.000007694915],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000064769505,0.000065804576,0.0000249963,0.00060967455,0.00019389212,0.0000880333,0.00030024306,0.52362865,0.47265273,0.000027182174,0.0016598599,0.0006841485],"study_design_scores_gemma":[0.0020222394,0.002742953,0.00025665504,0.0015375088,0.000072808354,0.00032974247,0.00046950096,0.6780821,0.30516788,0.000046293513,0.008626457,0.0006458388],"about_ca_topic_score_codex":0.000022954751,"about_ca_topic_score_gemma":5.355542e-7,"teacher_disagreement_score":0.16748485,"about_ca_system_score_codex":0.00080441765,"about_ca_system_score_gemma":0.00040232213,"threshold_uncertainty_score":0.9997546},"labels":[],"label_agreement":null},{"id":"W3119414820","doi":"10.22215/etd/2020-14156","title":"Soil structure interaction (SSI) analysis of shear wall buildings with a below-ground parkade","year":2020,"lang":"en","type":"dissertation","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Soil structure interaction; Foundation (evidence); Geotechnical engineering; Structural engineering; Seismic analysis; Engineering; Ground motion; Shear (geology); Kinematics; Shear wall; Geology; Civil engineering; Geography; Finite element method; Physics","score_opus":0.004766741758951236,"score_gpt":0.20792698508694685,"score_spread":0.20316024332799562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3119414820","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97328955,0.00018081172,0.022139937,0.000033073684,0.00031474742,0.00020849811,0.00003362605,0.0007351091,0.0030646275],"genre_scores_gemma":[0.99677736,0.00006686768,0.0008408441,0.000011248723,0.000034982873,0.000014086543,0.0018383779,0.00007325988,0.00034296012],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988043,0.000010624596,0.00042802832,0.00028826983,0.00028443322,0.00018438739],"domain_scores_gemma":[0.9994364,0.000039554736,0.00010447547,0.00023056824,0.00010126733,0.00008775213],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000042677973,0.00031316883,0.0005709527,0.0003923728,0.000028637132,0.000040730436,0.00014525645,0.00035191333,0.00019298359],"category_scores_gemma":[0.0000367583,0.0002748903,0.00017224571,0.0012177443,0.000011544435,0.00011054345,0.000007975287,0.00045022913,0.000002724107],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039142265,0.000011051606,0.00004377994,0.00048157683,0.0011198398,0.0000016948147,0.0007057305,0.9906161,0.004931514,0.00020240223,0.00008143125,0.0017657705],"study_design_scores_gemma":[0.00022877786,0.00009611059,0.006545159,0.00017883179,0.0021012556,0.0000016535404,0.0005301842,0.9811814,0.006201086,0.000045881396,0.0023444206,0.0005452436],"about_ca_topic_score_codex":0.00021889807,"about_ca_topic_score_gemma":0.00092935,"teacher_disagreement_score":0.023487803,"about_ca_system_score_codex":0.00009429085,"about_ca_system_score_gemma":0.000022184264,"threshold_uncertainty_score":0.9999703},"labels":[],"label_agreement":null},{"id":"W3119526685","doi":"10.1002/vzj2.20090","title":"Filter for penetration resistance correction in cultivated and compacted Histosols","year":2021,"lang":"en","type":"article","venue":"Vadose Zone Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Peat; Histosol; Penetration (warfare); Environmental science; Soil science; Compaction; Soil water; Bulk density; Filter (signal processing); Mathematics; Geotechnical engineering; Geology; Computer science; Soil organic matter; Geography","score_opus":0.009843024861718418,"score_gpt":0.2056462840854129,"score_spread":0.1958032592236945,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3119526685","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.65015495,0.00091300247,0.34716517,0.00017782964,0.0008720968,0.00012974591,0.000004263864,0.00015980109,0.00042316256],"genre_scores_gemma":[0.9976942,0.00014749488,0.0016079745,0.000010382914,0.00005749264,0.00000654724,0.000017106071,0.000014768046,0.0004440579],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99952656,0.000017601442,0.00019079345,0.00007632819,0.00006972167,0.00011898029],"domain_scores_gemma":[0.9997523,0.00004502642,0.000023038068,0.00005616391,0.0000742671,0.00004920116],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000114620714,0.000071180235,0.00010464475,0.00006358814,0.000047474132,0.00004308236,0.00002397131,0.0000658935,0.000018668068],"category_scores_gemma":[0.00012019795,0.00007437906,0.000024031278,0.00017858557,0.0000069922744,0.00010312081,0.0000039288507,0.0001802281,8.97339e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005864377,0.00006581338,0.0011614475,0.00011491205,0.000027951564,0.000020356933,0.00047619658,0.88750964,0.093649335,0.00012824782,0.0075435014,0.009243933],"study_design_scores_gemma":[0.0016107467,0.000050644947,0.07889262,0.00025765054,0.000017901468,0.00012915218,0.000107942695,0.8899338,0.009091658,0.00025841477,0.019364785,0.0002846789],"about_ca_topic_score_codex":0.0000030365009,"about_ca_topic_score_gemma":0.00010691803,"teacher_disagreement_score":0.34753925,"about_ca_system_score_codex":0.000098670374,"about_ca_system_score_gemma":0.000015086728,"threshold_uncertainty_score":0.303309},"labels":[],"label_agreement":null},{"id":"W3120975446","doi":"10.1007/978-3-030-64514-4_10","title":"11th Mercer Lecture on Geosynthetics for Construction on Soft Foundation Soils: An Extended Abstract","year":2021,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Foundation (evidence); Geosynthetics; Geotechnical engineering; Engineering; Geology; Geography; Archaeology","score_opus":0.012208073084325824,"score_gpt":0.21895633710054127,"score_spread":0.20674826401621543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3120975446","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0013341099,0.00070596155,0.9854526,0.000086050844,0.0020995038,0.0007634693,0.00006858274,0.001418034,0.00807169],"genre_scores_gemma":[0.99236375,0.00034211474,0.004603201,0.00007464024,0.0008874432,0.00011670517,0.0007659225,0.0005498475,0.00029638002],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978792,0.000009123925,0.0005671511,0.00065237924,0.00037592708,0.0005161831],"domain_scores_gemma":[0.9985599,0.00052101316,0.00008756681,0.00060995354,0.00008514214,0.00013644877],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00019268587,0.0007952144,0.0006438358,0.00047166186,0.000070985814,0.00010406862,0.00020517444,0.0011501556,0.00016473822],"category_scores_gemma":[0.0004307826,0.0008719708,0.00020329283,0.00014310793,0.000034947945,0.00010963815,0.00002134786,0.0013206897,0.000015716565],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017464448,0.000021617285,3.386715e-7,0.00038573856,0.000057354748,0.0000086530345,0.00006568817,0.89684916,0.0012811967,0.0035847928,0.000008641579,0.097719364],"study_design_scores_gemma":[0.00067036884,0.00032826807,0.0000702273,0.0016542256,0.0001125222,0.00003383635,0.0000034434072,0.95034474,0.0058595487,0.009963851,0.029328696,0.0016302587],"about_ca_topic_score_codex":0.0000060443494,"about_ca_topic_score_gemma":0.00021174275,"teacher_disagreement_score":0.9910296,"about_ca_system_score_codex":0.00049648306,"about_ca_system_score_gemma":0.00004784751,"threshold_uncertainty_score":0.9993731},"labels":[],"label_agreement":null},{"id":"W3124821225","doi":"10.1680/jgrim.20.00010","title":"Construction, instrumentation and field performance of geogrid-reinforced unpaved roads","year":2021,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geogrid; Rut; Subgrade; Geotechnical engineering; Base course; Axle; Compaction; Geotextile; Stiffness; Deformation (meteorology); Instrumentation (computer programming); Engineering; Structural engineering; Asphalt; Materials science; Composite material; Computer science; Reinforcement","score_opus":0.003997437387188907,"score_gpt":0.17258641486350523,"score_spread":0.16858897747631632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3124821225","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9931987,0.000093484574,0.004901358,0.000054497785,0.00036533075,0.00017375387,0.000004911008,0.0000628885,0.0011450811],"genre_scores_gemma":[0.9990845,0.00022070919,0.0006063001,0.000011560843,0.000018857027,0.000013705265,0.0000043249174,0.0000097883985,0.000030277915],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99911666,0.0000015275302,0.00042370922,0.00010992998,0.00022418791,0.00012396756],"domain_scores_gemma":[0.99949205,0.00001694149,0.00011924407,0.00009330109,0.00024335277,0.000035102887],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000120403834,0.00012580483,0.00019064844,0.00008234282,0.000040730883,0.000012615484,0.00010236071,0.0000830291,0.0000098260925],"category_scores_gemma":[0.000093082235,0.00011385644,0.00005725042,0.00031522894,0.00009352741,0.0002606146,0.000046724297,0.00011065455,1.4538657e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002501605,0.0000271252,0.0011948934,0.0019671097,0.00009607564,6.302781e-8,0.00032677053,0.48093268,0.48707268,0.019899894,0.0000436508,0.008414052],"study_design_scores_gemma":[0.00059198926,0.00018549975,0.003160026,0.00023796436,0.00004704945,0.000007629612,0.0002819679,0.22094356,0.77404714,0.0001234054,0.00022629795,0.00014749804],"about_ca_topic_score_codex":0.000021259246,"about_ca_topic_score_gemma":0.0000031972943,"teacher_disagreement_score":0.28697443,"about_ca_system_score_codex":0.000058884794,"about_ca_system_score_gemma":0.000029639472,"threshold_uncertainty_score":0.4642931},"labels":[],"label_agreement":null},{"id":"W3125884017","doi":"10.3390/geotechnics1010001","title":"Effect of the Particle Size on the TDA Shear Strength and Stiffness Parameters in Large-Scale Direct Shear Tests","year":2021,"lang":"en","type":"article","venue":"Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shearing (physics); Stiffness; Particle size; Materials science; Shear modulus; Geotechnical engineering; Shear (geology); Direct shear test; Range (aeronautics); Structural engineering; Composite material; Engineering","score_opus":0.004903698935645652,"score_gpt":0.19980117050136964,"score_spread":0.19489747156572398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3125884017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99859655,0.00026266658,0.00026375466,0.00022065967,0.00010753527,0.0002053151,0.000011155608,0.000177416,0.00015493558],"genre_scores_gemma":[0.9997594,0.00006749905,0.000056560668,0.000029951427,0.00000801543,0.00003218485,0.0000013630441,0.000023559383,0.000021477648],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991332,0.0000926465,0.00019242745,0.00016558876,0.00017109416,0.00024500088],"domain_scores_gemma":[0.99880326,0.0006921092,0.000020523783,0.00042451062,0.000020183206,0.000039430026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044492583,0.00013873586,0.0001943664,0.000015171068,0.000050458373,0.000020587982,0.00013604655,0.000113211005,0.000007209945],"category_scores_gemma":[0.0008092235,0.00008986529,0.00005864774,0.00047484433,0.000046367164,0.000032406402,0.000069742004,0.00030081708,0.0000024224207],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010927236,0.000047942,0.0005123306,0.00014165425,0.000011769673,0.0000032608941,0.00014398649,0.98974,0.00370813,0.00024858778,0.000044839893,0.0053865644],"study_design_scores_gemma":[0.0007266799,0.00015283245,0.040438663,0.00031043842,0.000039424463,0.0000068020595,0.00009489457,0.83172923,0.12498384,0.00019013877,0.0010432503,0.00028383284],"about_ca_topic_score_codex":0.000014473596,"about_ca_topic_score_gemma":0.00002675279,"teacher_disagreement_score":0.1580108,"about_ca_system_score_codex":0.00003682579,"about_ca_system_score_gemma":0.000010077516,"threshold_uncertainty_score":0.36646003},"labels":[],"label_agreement":null},{"id":"W3129457167","doi":"","title":"Geosynthetic reinforced column supported embankments - designing for serviceability","year":2020,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Serviceability (structure); Column (typography); Levee; Geotechnical engineering; Forensic engineering; Environmental science; Geology; Engineering; Civil engineering; Structural engineering","score_opus":0.01650619201773638,"score_gpt":0.1983350772931661,"score_spread":0.18182888527542973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3129457167","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18872784,0.000017409651,0.8062645,0.00041819457,0.00013784946,0.0006169802,0.000012831131,0.0021593366,0.0016450605],"genre_scores_gemma":[0.99690074,0.0000031334441,0.0026470006,0.00023204074,0.00002825173,0.00005577355,0.000032534477,0.000031560456,0.00006894442],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99929595,0.0000073531155,0.00022615807,0.00015361352,0.00009702459,0.00021990678],"domain_scores_gemma":[0.9996042,0.00006332499,0.000013188032,0.0001449704,0.00004469288,0.00012958111],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011171131,0.00011850763,0.00014847104,0.000019333549,0.00003964918,0.000024391204,0.000106613574,0.00012239174,0.00012830485],"category_scores_gemma":[0.00013108867,0.00012458602,0.00005626592,0.00016803798,0.000009272521,0.000059201026,0.000016702465,0.000115042254,0.000024022971],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007778279,0.0000032212245,0.00004942155,0.00024407699,0.000015897185,3.814223e-7,0.00014763814,0.98628247,0.011773315,0.00026346665,0.000506102,0.0007062558],"study_design_scores_gemma":[0.00029004843,0.00005117537,0.00022598138,0.000009017561,0.000014042916,7.417615e-7,0.00004163281,0.9899857,0.006854625,0.00006211997,0.002308655,0.00015622767],"about_ca_topic_score_codex":0.000008241465,"about_ca_topic_score_gemma":0.0000022615188,"teacher_disagreement_score":0.80817294,"about_ca_system_score_codex":0.000034954028,"about_ca_system_score_gemma":0.000008900822,"threshold_uncertainty_score":0.50804704},"labels":[],"label_agreement":null},{"id":"W3133039662","doi":"10.3390/buildings11020076","title":"Effect of the Particle Size on TDA Shear Strength Parameters in Triaxial Tests","year":2021,"lang":"en","type":"article","venue":"Buildings","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Particle size; Materials science; Stiffness; Cohesion (chemistry); Scrap; Geotechnical engineering; Shear strength (soil); Composite material; Shear modulus; Structural engineering; Environmental science; Geology; Engineering; Metallurgy; Soil science; Physics","score_opus":0.004875622747652588,"score_gpt":0.20914082747228793,"score_spread":0.20426520472463536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3133039662","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99923325,0.000052074298,0.00012160435,0.00006801037,0.00016704928,0.000094146526,0.0000019538634,0.000099870886,0.00016204387],"genre_scores_gemma":[0.9997723,0.000008181534,0.00014561733,0.000013884918,0.000012756789,0.000011564466,6.1386623e-7,0.000014943536,0.000020102838],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994273,0.000040580155,0.0001564443,0.000106935855,0.00011965886,0.0001490696],"domain_scores_gemma":[0.99930274,0.00045676617,0.0000140047605,0.00018465186,0.000011610695,0.000030235718],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018975565,0.000087058055,0.00014054633,0.000012577054,0.000014429309,0.000010989231,0.00008292402,0.000060078477,0.000009257478],"category_scores_gemma":[0.0009893465,0.000066596316,0.000060449725,0.00032986715,0.000017083512,0.00002733448,0.000020559817,0.00013910854,0.0000032472346],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018581388,0.000028889755,0.001572507,0.00008368615,0.000008738924,0.000002970754,0.00007923751,0.9584673,0.03189634,0.00033748036,0.000065270535,0.0074389833],"study_design_scores_gemma":[0.0013399393,0.00021278622,0.022450414,0.00018403055,0.000020496946,0.000002746891,0.000014885154,0.14457221,0.8301414,0.00011596524,0.00075424253,0.00019086468],"about_ca_topic_score_codex":0.000017325054,"about_ca_topic_score_gemma":0.000005286501,"teacher_disagreement_score":0.8138951,"about_ca_system_score_codex":0.00003924037,"about_ca_system_score_gemma":0.0000070472825,"threshold_uncertainty_score":0.27157187},"labels":[],"label_agreement":null},{"id":"W3136447031","doi":"10.1016/j.geotexmem.2021.01.003","title":"Geosynthetic reinforcement stiffness for analytical and numerical modelling of reinforced soil structures","year":2021,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":142,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Serviceability (structure); Reinforcement; Creep; Structural engineering; Ultimate tensile strength; Parametric statistics; Geotechnical engineering; Geosynthetics; Materials science; Ultimate load; Mathematics; Finite element method; Engineering; Composite material","score_opus":0.013582295890698946,"score_gpt":0.20429564696374183,"score_spread":0.19071335107304288,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3136447031","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.807769,0.0012158953,0.19027281,0.00009096927,0.00012449089,0.0001768619,0.000021137515,0.00015171821,0.00017714691],"genre_scores_gemma":[0.9993088,0.00036183605,0.000098152064,0.000011293006,0.000033199398,0.000013008187,0.000028896624,0.000020647634,0.00012416393],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992005,0.000006796583,0.0002750425,0.00018068333,0.0001164067,0.0002205507],"domain_scores_gemma":[0.99954575,0.00011057084,0.00002458663,0.0001545604,0.00007398058,0.00009052564],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000077993594,0.00015257284,0.0002747358,0.000054920125,0.000057036523,0.0000329934,0.000049980707,0.000104969215,0.00002398055],"category_scores_gemma":[0.000051158124,0.00014296579,0.000055637123,0.000117730044,0.000050746286,0.00006012184,0.00003484783,0.000082494094,4.1585972e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011415636,0.0000033138915,8.848755e-7,0.0005137447,0.000027108135,0.0000013626844,0.00010678216,0.9879358,0.0006428356,0.0053606345,0.000008612376,0.005387502],"study_design_scores_gemma":[0.00031462224,0.000026800602,0.00016017596,0.000041959054,0.000038323768,0.000014691038,0.000092757924,0.99706006,0.00042445623,0.00078661815,0.00087318046,0.00016634681],"about_ca_topic_score_codex":0.000020706033,"about_ca_topic_score_gemma":0.0000014602338,"teacher_disagreement_score":0.19153982,"about_ca_system_score_codex":0.00000853081,"about_ca_system_score_gemma":0.000012714003,"threshold_uncertainty_score":0.58299756},"labels":[],"label_agreement":null},{"id":"W3144418200","doi":"10.1139/cgj-2020-0672","title":"Numerical simulation of the progressive development of soil arching in column-supported embankments","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Subsoil; Geology; Column (typography); Settlement (finance); Levee; Progressive collapse; Computer simulation; Finite element method; Engineering; Structural engineering; Soil water; Connection (principal bundle); Computer science; Soil science","score_opus":0.009513731161191563,"score_gpt":0.21601701575693708,"score_spread":0.20650328459574552,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3144418200","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9495007,0.00025115948,0.04943973,0.00014029727,0.0002418243,0.00017111492,0.0000066932294,0.000047890506,0.00020060028],"genre_scores_gemma":[0.99924743,0.0000056861377,0.0006774559,0.000016445254,0.000018337425,0.0000053489475,0.0000046217538,0.000016392145,0.00000827564],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988265,0.000038633385,0.0005366069,0.00009686894,0.00023627465,0.00026511657],"domain_scores_gemma":[0.9994126,0.00004907882,0.00007481994,0.00016181028,0.00011152888,0.00019019327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023013822,0.000098178454,0.00019356848,0.00012700562,0.000061162726,0.000014985121,0.00017922564,0.00013009271,0.000045266996],"category_scores_gemma":[0.00028361534,0.00008837476,0.00007030999,0.0004999985,0.000037260448,0.00004942506,0.000023824528,0.00045561788,9.777991e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000017999582,0.000018467588,0.0006164392,0.00003391505,0.000014617215,0.000019703612,0.00013127358,0.99018943,0.0010043815,0.000023216497,0.000015962885,0.007930781],"study_design_scores_gemma":[0.00028169397,0.000014046437,0.041340284,0.00026213774,0.000009432539,0.000047275964,0.00004513536,0.9518732,0.0047852416,0.00020282136,0.0010050293,0.00013372743],"about_ca_topic_score_codex":0.00025849047,"about_ca_topic_score_gemma":0.0013200622,"teacher_disagreement_score":0.049746744,"about_ca_system_score_codex":0.00028791677,"about_ca_system_score_gemma":0.0005528822,"threshold_uncertainty_score":0.36038184},"labels":[],"label_agreement":null},{"id":"W3151886409","doi":"10.3233/978-1-61499-603-3-438","title":"A Case Study of the Long-Term Deformation of Peat beneath an Embankment Structure","year":2015,"lang":"en","type":"book-chapter","venue":"IOS Press eBooks","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Peat; Levee; Term (time); Geology; Geotechnical engineering; Deformation (meteorology); Environmental science; Geography; Archaeology; Physics; Oceanography","score_opus":0.03490998507323609,"score_gpt":0.23279921487319907,"score_spread":0.19788922979996298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3151886409","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9638632,0.00030513012,0.0003996895,5.3501844e-7,0.00036942467,0.0012316299,0.00010803238,0.00021805396,0.033504285],"genre_scores_gemma":[0.99648964,0.0000039872707,0.00001492412,9.5308104e-7,0.000040360694,0.0000144137175,0.00001973609,0.00005323686,0.0033627367],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990352,0.000010733197,0.000390847,0.00014093218,0.0003093226,0.000112970585],"domain_scores_gemma":[0.9991175,0.000009510659,0.00011875846,0.00057934306,0.000117027404,0.000057850597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007315588,0.00023800034,0.00029840492,0.00005954724,0.000026974116,0.000012608717,0.00020384588,0.00023246175,0.0000071268582],"category_scores_gemma":[0.0000050471504,0.00018061584,0.00006725456,0.0000080806385,0.000028359947,0.000041889023,0.00007272904,0.00025331767,2.0462171e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001597368,0.000060980823,0.00004639525,0.0010231955,0.00021647576,0.00007962729,0.0073642177,0.9771007,0.00029907096,0.0037925395,0.000030390385,0.009970442],"study_design_scores_gemma":[0.02056438,0.009647675,0.007302264,0.008347079,0.008134851,0.007621935,0.0036553505,0.8580958,0.03716291,0.013603673,0.014152986,0.011711083],"about_ca_topic_score_codex":0.00009485736,"about_ca_topic_score_gemma":0.00020154186,"teacher_disagreement_score":0.11900488,"about_ca_system_score_codex":0.00006386119,"about_ca_system_score_gemma":0.000015240922,"threshold_uncertainty_score":0.73653},"labels":[],"label_agreement":null},{"id":"W3154286257","doi":"10.1016/j.trgeo.2021.100561","title":"Compressibility characteristics of TDA from OTR (off-the-road) tires: A numerical approach","year":2021,"lang":"en","type":"article","venue":"Transportation Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; University of Northern British Columbia","funders":"University of Alberta; Natural Sciences and Engineering Research Council of Canada; International Retinal Research Foundation","keywords":"Materials science; Compressibility; Modulus; Poisson's ratio; Deformation (meteorology); Composite material; Elastic modulus; Compression (physics); Cylinder; Young's modulus; Mechanics; Discrete element method; Structural engineering; Poisson distribution; Engineering; Mathematics; Mechanical engineering; Physics","score_opus":0.009357752972415671,"score_gpt":0.19728401385464195,"score_spread":0.18792626088222628,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3154286257","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5401353,0.0005058068,0.457831,0.000058172503,0.0001653783,0.00018873064,0.00025708397,0.00059780275,0.00026071342],"genre_scores_gemma":[0.9964257,0.0001851039,0.0024044584,0.000024254772,0.00003294183,0.00003278416,0.0008413792,0.000034811143,0.00001858591],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987601,0.000026497419,0.0005278829,0.00023165454,0.0002637016,0.0001901746],"domain_scores_gemma":[0.99920285,0.000078662684,0.00006671056,0.00046332608,0.00012306988,0.00006538756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012667642,0.00017423485,0.00029568735,0.000032485797,0.00004727799,0.000016825996,0.00018271555,0.00018957761,0.000054258428],"category_scores_gemma":[0.000051064602,0.00016178138,0.000115345574,0.00038661243,0.000054754546,0.00007233571,0.0000066508487,0.00030794874,0.000004961977],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018059005,0.00019524936,0.00047883615,0.00033579004,0.00007133238,0.000008222062,0.00078187144,0.9594653,0.00530249,0.0014980665,0.00013346868,0.031711284],"study_design_scores_gemma":[0.00037182352,0.000024136014,0.10615455,0.000062837054,0.00009388576,0.0000023075659,0.00011743696,0.8816284,0.003528441,0.00052085496,0.00716984,0.00032550137],"about_ca_topic_score_codex":0.00006514198,"about_ca_topic_score_gemma":0.000010044738,"teacher_disagreement_score":0.45629036,"about_ca_system_score_codex":0.00003293496,"about_ca_system_score_gemma":0.000030680956,"threshold_uncertainty_score":0.65972537},"labels":[],"label_agreement":null},{"id":"W3157868512","doi":"10.3390/su13094754","title":"Evaluating the Role of Geofoam Properties in Reducing Lateral Loads on Retaining Walls: A Numerical Study","year":2021,"lang":"en","type":"article","venue":"Sustainability","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"University of Engineering and Technology, Lahore; Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Lateral earth pressure; Retaining wall; Geotechnical engineering; Finite element method; Structural engineering; Expanded polystyrene; Parametric statistics; Friction angle; Compressibility; Shear strength (soil); Engineering; Mechanically stabilized earth; Soil structure interaction; Materials science; Geology; Soil water; Composite material; Mathematics","score_opus":0.02104209668297396,"score_gpt":0.2807170206853126,"score_spread":0.25967492400233866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3157868512","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998535,0.0002266734,0.00014655126,0.00011505465,0.000051293242,0.00039029247,6.921336e-7,0.000145775,0.0003886632],"genre_scores_gemma":[0.9998019,0.0000016506098,0.00004549442,0.0000048275338,0.000020653888,0.00007514379,0.0000016588299,0.000019516407,0.000029187924],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99865997,0.00019735227,0.0003705262,0.00023953833,0.00024358784,0.0002890316],"domain_scores_gemma":[0.99912846,0.00012645707,0.000026661615,0.00042466098,0.00025994328,0.000033786524],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010432191,0.00013292352,0.00022889505,0.00004774691,0.000059102415,0.00002432276,0.0001230034,0.000063825435,0.000010470417],"category_scores_gemma":[0.0022347844,0.00010146384,0.00005382317,0.0004244269,0.00003586428,0.000064675376,0.000072476534,0.0003040318,7.827554e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002196147,0.00017492082,0.011264718,0.00013766896,0.000012372828,0.000004946362,0.004256364,0.96880853,0.0010436827,0.00012511594,6.489232e-7,0.014149056],"study_design_scores_gemma":[0.00030084068,0.000310753,0.057346877,0.00006279319,0.000014135087,0.0000017286657,0.0062380363,0.9313525,0.002768213,0.0013977583,0.000044571745,0.00016180793],"about_ca_topic_score_codex":0.0001810774,"about_ca_topic_score_gemma":0.000011182642,"teacher_disagreement_score":0.046082158,"about_ca_system_score_codex":0.00040982652,"about_ca_system_score_gemma":0.00011596786,"threshold_uncertainty_score":0.41375753},"labels":[],"label_agreement":null},{"id":"W3158683928","doi":"10.3390/su13095087","title":"Evaluation of the Shear Strength Behavior of TDA Mixed with Fine and Coarse Aggregates for Backfilling around Buried Structures","year":2021,"lang":"en","type":"article","venue":"Sustainability","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada; Dalhousie University","keywords":"Soil water; Direct shear test; Clay soil; Geotechnical engineering; Shear (geology); Shear strength (soil); Materials science; Friction angle; Soil science; Environmental science; Composite material; Geology","score_opus":0.011781317390436795,"score_gpt":0.2422509395704451,"score_spread":0.2304696221800083,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3158683928","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958372,0.00040326754,0.0030633793,0.000048454418,0.000058934198,0.0005133779,0.000023762648,0.00003920968,0.0000124202625],"genre_scores_gemma":[0.9991519,0.000004840478,0.0007413354,7.3169963e-7,0.000012209454,0.000055073415,0.000014354399,0.000013273652,0.000006282261],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992154,0.000055142045,0.00021138234,0.00014210146,0.00025074242,0.00012521996],"domain_scores_gemma":[0.99833804,0.000115167546,0.000044077755,0.00027341943,0.0012017924,0.000027501315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004993938,0.000097724755,0.00016622031,0.000022822212,0.000037750517,0.000009937134,0.000057715206,0.00006757876,0.000008395425],"category_scores_gemma":[0.0012571843,0.00007277384,0.000043135035,0.00019238492,0.00009213202,0.000046624522,0.000023561546,0.00007865498,1.3810175e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017602255,0.000048859572,0.0029248206,0.000814624,0.000031753505,3.1077485e-7,0.00024921677,0.9726924,0.0012135725,0.00085848715,0.0000049787845,0.021143401],"study_design_scores_gemma":[0.0014906592,0.00013783903,0.12269865,0.00008169586,0.00047914966,0.0000042664437,0.001666493,0.7857094,0.07131681,0.016041882,0.00012219726,0.00025099944],"about_ca_topic_score_codex":0.00003725421,"about_ca_topic_score_gemma":0.00006257172,"teacher_disagreement_score":0.18698302,"about_ca_system_score_codex":0.00013786738,"about_ca_system_score_gemma":0.00014958536,"threshold_uncertainty_score":0.2967631},"labels":[],"label_agreement":null},{"id":"W3158741108","doi":"","title":"Parede lateral do côncavo convexo vidro curvo Baixa e Torre de Toronto Unidades de vidro isolante","year":2001,"lang":"pt","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Medicine","score_opus":0.008224585749269807,"score_gpt":0.2251042900275017,"score_spread":0.2168797042782319,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3158741108","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5259806,0.0076003256,0.423194,0.0009217543,0.0021696284,0.00085337745,0.00008654394,0.0038036928,0.0353901],"genre_scores_gemma":[0.9918227,0.001421307,0.0008586901,0.000170725,0.00034422244,0.000039793184,0.00004001823,0.00013858145,0.0051639136],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9972519,0.00009103184,0.00061349076,0.00050612463,0.00030772964,0.0012297224],"domain_scores_gemma":[0.9985454,0.00015201683,0.0000620786,0.00063485804,0.00009121352,0.0005144269],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00040275915,0.00057541963,0.0005320552,0.00008251436,0.0001482454,0.00024037863,0.00043301936,0.0006211443,0.001983147],"category_scores_gemma":[0.00017155803,0.00060057314,0.00021307844,0.00028969994,0.000052939246,0.0004200237,0.00010875119,0.0004961534,0.00013641495],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012364722,0.00028513538,0.01235077,0.00071971485,0.00040793506,0.00019276894,0.0046301526,0.95109844,0.008349961,0.006377534,0.0065834415,0.00888052],"study_design_scores_gemma":[0.0010729643,0.0002214289,0.007065897,0.00036281507,0.00012116643,0.00016074811,0.00085692893,0.94069743,0.0009930261,0.0003878939,0.046879355,0.0011803504],"about_ca_topic_score_codex":0.0031085834,"about_ca_topic_score_gemma":0.0013669205,"teacher_disagreement_score":0.46584216,"about_ca_system_score_codex":0.0010301857,"about_ca_system_score_gemma":0.00008933381,"threshold_uncertainty_score":0.9996446},"labels":[],"label_agreement":null},{"id":"W3159042538","doi":"10.3390/buildings11050186","title":"Dynamic Properties of Granulated Rubber Using Different Laboratory Tests","year":2021,"lang":"en","type":"article","venue":"Buildings","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University; Dalhousie University","funders":"","keywords":"Scrap; Materials science; Natural rubber; Shear modulus; Damping ratio; Shear (geology); Composite material; Triaxial shear test; Dynamic modulus; Simple shear; Dynamic mechanical analysis; Geotechnical engineering; Vibration; Structural engineering; Engineering; Metallurgy","score_opus":0.009037256744590577,"score_gpt":0.1953723636452984,"score_spread":0.18633510690070781,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3159042538","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928105,0.00092354446,0.005732357,0.000015022982,0.00013396007,0.0000484055,0.0000046080986,0.00028651283,0.000045096305],"genre_scores_gemma":[0.9991718,0.000040998853,0.0007164594,0.000005769579,0.000008004416,0.0000035318553,0.0000041143517,0.000028314194,0.000021030639],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99947417,0.000008625104,0.00017027037,0.00010494502,0.00010432739,0.00013767488],"domain_scores_gemma":[0.99970347,0.000009944279,0.000016123638,0.0001459551,0.00008718999,0.000037310183],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003831043,0.000103708335,0.00014994966,0.000044868142,0.000021261156,0.000013108588,0.000055739023,0.000074119904,0.000012290698],"category_scores_gemma":[0.000060983,0.00009602357,0.00003594609,0.00025243842,0.000020435844,0.000050527946,0.000022318058,0.000092351656,0.0000016387028],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[8.749337e-7,0.000012888364,0.0001403284,0.00013164667,0.000010529055,0.0000016479399,0.000048360846,0.3292847,0.6700378,0.000054649227,0.000008745177,0.00026784762],"study_design_scores_gemma":[0.00017762782,0.000009056063,0.0033648175,0.00020620108,0.000021911304,0.000004286838,0.00002226559,0.7166368,0.2788752,0.000053536987,0.0004432294,0.00018509202],"about_ca_topic_score_codex":0.0000077619725,"about_ca_topic_score_gemma":0.0000040516716,"teacher_disagreement_score":0.39116257,"about_ca_system_score_codex":0.000053607757,"about_ca_system_score_gemma":0.0000133803715,"threshold_uncertainty_score":0.39157277},"labels":[],"label_agreement":null},{"id":"W3160652797","doi":"10.18280/rcma.310204","title":"Influence of Basalt Fiber-Reinforced Cement-Based Composite on Slope Stability","year":2021,"lang":"en","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Education Department of Shaanxi Province","keywords":"Basalt fiber; Composite number; Cement; Materials science; Instability; Slip (aerodynamics); Geotechnical engineering; Composite material; Fiber; Structural engineering; Geology; Mechanics; Engineering","score_opus":0.03137137171132957,"score_gpt":0.2397801838105952,"score_spread":0.20840881209926565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3160652797","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8958542,0.00024027778,0.10074527,0.00004556107,0.000080000405,0.0002262512,0.000048185862,0.00050106714,0.0022592412],"genre_scores_gemma":[0.9788015,0.00009144808,0.020727588,0.00005765661,0.000021993324,0.000028375489,0.00011908162,0.000057307123,0.000095036965],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985103,0.00008153978,0.0005309302,0.00029628456,0.0002310578,0.00034991463],"domain_scores_gemma":[0.9985618,0.0003559075,0.000071471186,0.0005830255,0.00028742844,0.00014039355],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00022876704,0.0002863368,0.00041855354,0.000106026535,0.00008477261,0.00005261882,0.00021472537,0.00012575003,0.00012484296],"category_scores_gemma":[0.000194519,0.0002886287,0.0001362997,0.00042931127,0.00012636733,0.00016177824,0.000058365356,0.00025628044,0.00005649155],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002651397,0.00005602108,0.00038483134,0.001306564,0.00003242585,0.000010844217,0.00013027983,0.89754474,0.098553196,0.00059983577,0.000014672901,0.0013400591],"study_design_scores_gemma":[0.00060432043,0.00015353164,0.009670622,0.00074743596,0.000038055223,0.000013716281,0.000013209027,0.79669964,0.1903144,0.000187334,0.0011575131,0.00040024295],"about_ca_topic_score_codex":0.00001688439,"about_ca_topic_score_gemma":0.000013304274,"teacher_disagreement_score":0.100845136,"about_ca_system_score_codex":0.00016624673,"about_ca_system_score_gemma":0.00003936081,"threshold_uncertainty_score":0.9999566},"labels":[],"label_agreement":null},{"id":"W3165103504","doi":"10.1007/s40891-021-00285-8","title":"Freeze–Thaw Effects on Mechanical Behavior of Geocell-Reinforced Sands from Element and Model Tests","year":2021,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"Mitacs; Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Materials science; Geology","score_opus":0.005501748286696554,"score_gpt":0.202838522633323,"score_spread":0.19733677434662644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3165103504","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9083642,0.00040692845,0.0905867,0.000052360956,0.00045002793,0.00003852207,0.00002446941,0.000030516709,0.000046293735],"genre_scores_gemma":[0.99674356,0.00045975804,0.0026434732,0.000011973283,0.0000964795,0.000003061159,0.000008629106,0.00002258348,0.000010487256],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991338,0.0000058548912,0.00035529232,0.00009674433,0.00028773063,0.0001205239],"domain_scores_gemma":[0.99944806,0.00016533933,0.00005732751,0.000092064096,0.00014511647,0.00009211684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011163092,0.00013835877,0.00021436276,0.000106214444,0.000013911911,0.000041549378,0.00010932897,0.00008490925,0.0000095504765],"category_scores_gemma":[0.00010812671,0.0001360876,0.00006424732,0.000052200667,0.000011766218,0.000077443154,0.0000441793,0.0001931205,3.5497195e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009773003,0.000023595618,0.00006992852,0.000050765022,0.00009669307,0.000036035162,0.00005999741,0.9096705,0.08136045,0.0018126915,0.000007875783,0.0068017426],"study_design_scores_gemma":[0.00055092975,0.00008902239,0.0029823934,0.00027317868,0.000060192702,0.0000634413,0.000019999834,0.931054,0.06421467,0.00033444,0.00019870214,0.0001590106],"about_ca_topic_score_codex":0.000012519561,"about_ca_topic_score_gemma":0.0000028921204,"teacher_disagreement_score":0.088379376,"about_ca_system_score_codex":0.000037509442,"about_ca_system_score_gemma":0.000012697741,"threshold_uncertainty_score":0.55494916},"labels":[],"label_agreement":null},{"id":"W3165935312","doi":"10.1016/j.conbuildmat.2021.123746","title":"Evaluation of fiber-reinforced and cement-stabilized rammed-earth composite under cyclic loading","year":2021,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Materials science; Composite material; Ductility (Earth science); Cyclic stress; Cement; Modulus; Strain (injury); Fiber; Elastic modulus; Stress (linguistics); Creep","score_opus":0.01642054262148667,"score_gpt":0.23779199357047948,"score_spread":0.2213714509489928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3165935312","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9911204,0.00024207862,0.007789351,0.000022510952,0.00037092916,0.00011852439,0.00000797376,0.00012948731,0.00019874322],"genre_scores_gemma":[0.9975032,0.00011650831,0.0022926307,0.0000059035087,0.000027180517,0.000008896763,0.000017394665,0.0000130494855,0.000015211601],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999243,0.00005898338,0.00026774372,0.00013443734,0.00018060238,0.00011518886],"domain_scores_gemma":[0.99964184,0.000037985137,0.000043157826,0.00010074583,0.0001298999,0.00004637704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000439518,0.00010328908,0.00019218247,0.000062877254,0.000051082785,0.00005462828,0.00002267353,0.00007793689,0.00019462091],"category_scores_gemma":[0.00008665099,0.000109406654,0.000018387067,0.00010611712,0.000056363613,0.00009572402,0.000025100982,0.00004307486,0.0000012352084],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000038808294,0.000002136694,0.000020495352,0.00010116856,0.000023918567,1.5990584e-7,0.000037454356,0.08562337,0.90237457,0.0013355016,0.0000022820248,0.0104750935],"study_design_scores_gemma":[0.0008034683,0.0000101136975,0.0007611045,0.00009102942,0.000088538836,0.00003348594,0.000073456795,0.037754606,0.9593901,0.0005464065,0.00030863224,0.00013902878],"about_ca_topic_score_codex":0.000006646676,"about_ca_topic_score_gemma":9.973257e-7,"teacher_disagreement_score":0.05701559,"about_ca_system_score_codex":0.000027997286,"about_ca_system_score_gemma":0.00001658692,"threshold_uncertainty_score":0.44614738},"labels":[],"label_agreement":null},{"id":"W3166004524","doi":"10.1007/s40948-021-00255-4","title":"Numerical analysis of lateral earth pressure coefficient in inclined mine stopes","year":2021,"lang":"en","type":"article","venue":"Geomechanics and Geophysics for Geo-Energy and Geo-Resources","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Lateral earth pressure; Overburden pressure; Geotechnical engineering; Stress (linguistics); Geology; Structural engineering; Point (geometry); Engineering; Mathematics; Geometry","score_opus":0.004087797607047646,"score_gpt":0.18367715182883698,"score_spread":0.17958935422178934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3166004524","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94336027,0.0021974964,0.05396213,0.000050494204,0.00010326298,0.00008586522,0.00010617356,0.00007762648,0.000056684938],"genre_scores_gemma":[0.9990395,0.00032181726,0.0001691313,0.000032330445,0.000047582602,0.000023416476,0.0001310265,0.000021200536,0.00021402586],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989241,0.000021189198,0.00031587147,0.00028960154,0.00016527591,0.0002839907],"domain_scores_gemma":[0.99947023,0.000107781554,0.000048668157,0.0001975676,0.00008509871,0.00009064129],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013902382,0.00019862634,0.00045807095,0.00017630734,0.00006762187,0.00004581937,0.00009594874,0.00015316377,0.000011287174],"category_scores_gemma":[0.000026506992,0.00019595031,0.00011324187,0.00076485856,0.000023455137,0.000057753314,0.00007911342,0.000106918844,2.3192202e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023651137,0.0000812417,0.00022884921,0.00015172554,0.0003004378,0.000002640804,0.0002935216,0.9846295,0.0010469452,0.0061433283,0.000007244789,0.00709091],"study_design_scores_gemma":[0.0004720074,0.0000882872,0.0035912246,0.000032510667,0.00026604658,0.0000014816643,0.000055548815,0.9728129,0.0006896602,0.0020463727,0.019700242,0.00024374532],"about_ca_topic_score_codex":0.00022257949,"about_ca_topic_score_gemma":0.0002137614,"teacher_disagreement_score":0.055679202,"about_ca_system_score_codex":0.0000063192983,"about_ca_system_score_gemma":0.000009025041,"threshold_uncertainty_score":0.7990622},"labels":[],"label_agreement":null},{"id":"W3167133648","doi":"10.32732/jcec.2021.10.3.140","title":"The Response Modification Factor for Seismic Design of Integral Abutment Bridges","year":2021,"lang":"en","type":"article","venue":"Journal of Civil Engineering and Construction","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Structural engineering; Substructure; Abutment; Bridge (graph theory); Girder; Seismic analysis; Engineering; Bracing; Soil structure interaction; Earthquake resistance; Load factor; Nonlinear system; Earthquake resistant structures; Geotechnical engineering; Finite element method; Brace; Physics","score_opus":0.012534977579873376,"score_gpt":0.20665839337341274,"score_spread":0.19412341579353937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3167133648","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29549915,0.0008906284,0.7030464,0.00007353238,0.0003930894,0.0000546846,0.0000049947034,0.000034087825,0.0000034402133],"genre_scores_gemma":[0.9952029,0.0005497303,0.0041661356,0.0000015238747,0.000050973827,0.000005776726,9.657883e-7,0.0000137706265,0.000008237276],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994035,0.000023086872,0.00031292014,0.000055895835,0.00010494685,0.000099690595],"domain_scores_gemma":[0.9993363,0.00028945724,0.00007141894,0.000084731946,0.00017660839,0.00004149183],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030449455,0.0000858687,0.00014345607,0.00006879753,0.000037544123,0.000026251846,0.000049070804,0.00005908471,0.0000015395024],"category_scores_gemma":[0.00028475697,0.00006941499,0.000059816954,0.00010174398,0.000023900944,0.00007433298,0.0000053249278,0.000119537915,9.733383e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053460313,0.0000049809987,0.000009212469,0.000052594347,0.000035601297,5.955387e-7,0.00007928496,0.95114595,0.034460414,0.00037025101,0.00001942924,0.013768242],"study_design_scores_gemma":[0.00031643594,0.0000883295,0.00169104,0.00008355162,0.000026210797,0.0001408419,0.00012867105,0.97751194,0.018187147,0.00019476234,0.0015472212,0.0000838374],"about_ca_topic_score_codex":6.283301e-7,"about_ca_topic_score_gemma":8.7622857e-7,"teacher_disagreement_score":0.69970375,"about_ca_system_score_codex":0.000052850068,"about_ca_system_score_gemma":0.000032046744,"threshold_uncertainty_score":0.28306612},"labels":[],"label_agreement":null},{"id":"W3169810671","doi":"10.1139/cgj-2020-0553","title":"Load transfer mechanism of a load distributive compression anchor installed in weathered rock layer","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Ministry of Science and ICT, South Korea; National Research Foundation of Korea; Institute of Engineering Research, Seoul National University; Seoul National University; National Research Foundation","keywords":"Grout; Geotechnical engineering; Structural engineering; Distributive property; Dissipation; Anchoring; Geology; Shear (geology); Compression (physics); Stress (linguistics); Structural load; Materials science; Engineering; Composite material","score_opus":0.009795870178010778,"score_gpt":0.19712890639107053,"score_spread":0.18733303621305974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3169810671","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36503237,0.0022596964,0.6281235,0.000719422,0.00063813385,0.00040327807,0.00019865393,0.0003178471,0.0023070562],"genre_scores_gemma":[0.9994848,0.00019964823,0.00014071712,0.00003715897,0.000044245466,0.000009313102,0.000013014963,0.000032396114,0.00003870505],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984799,0.000047917998,0.0004871579,0.0001829292,0.00034416516,0.0004579006],"domain_scores_gemma":[0.9989928,0.000044065,0.000022945062,0.00023153024,0.0002289786,0.0004796902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028515706,0.00018968167,0.00034455486,0.00013102993,0.00006018256,0.000033041902,0.00020710759,0.00033097866,0.00027708372],"category_scores_gemma":[0.00021288267,0.00019243332,0.00013340315,0.0004715304,0.000022047388,0.000096362135,0.000020314246,0.00080914865,0.000008254734],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017552935,0.000051367362,0.000018884284,0.000052754043,0.000036126577,0.000377838,0.00015768145,0.9718614,0.021384459,0.0014429935,0.0003125432,0.0042863633],"study_design_scores_gemma":[0.003365713,0.0001755723,0.0052612354,0.0007727384,0.000063363885,0.00052411394,0.00027812668,0.93574315,0.02374301,0.0044052955,0.024713745,0.0009539201],"about_ca_topic_score_codex":0.0013224074,"about_ca_topic_score_gemma":0.007966886,"teacher_disagreement_score":0.6344524,"about_ca_system_score_codex":0.001019058,"about_ca_system_score_gemma":0.0006594895,"threshold_uncertainty_score":0.7847203},"labels":[],"label_agreement":null},{"id":"W3173920859","doi":"10.1177/0361198121997837","title":"Critical State Model of Sand-Tire Derived Aggregate Mixtures Based on Triaxial Tests","year":2021,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Geotechnical engineering; Materials science; Aggregate (composite); Plasticity; Triaxial shear test; Friction angle; Creep; Critical state soil mechanics; Displacement (psychology); Reinforcement; Shear (geology); Composite material; Structural engineering; Geology; Engineering; Constitutive equation; Finite element method","score_opus":0.060614803998016525,"score_gpt":0.34342251555158404,"score_spread":0.28280771155356754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3173920859","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9695486,0.00025347815,0.027603857,0.0014272422,0.00037805192,0.00039356784,0.00013347695,0.00007298463,0.00018876142],"genre_scores_gemma":[0.99712014,0.000534638,0.0020350367,0.000022538212,0.000066955545,0.00003291778,0.000023979002,0.000064595464,0.000099224286],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9946323,0.00054525194,0.0011926343,0.00029012345,0.0026788346,0.0006608422],"domain_scores_gemma":[0.99445045,0.0014411573,0.00013632308,0.00044298384,0.0031999366,0.00032914875],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020486559,0.00023519233,0.000470742,0.0006174254,0.00022440404,0.000076076445,0.00053204515,0.00020503838,0.00011235843],"category_scores_gemma":[0.00084416405,0.00019174242,0.0003743757,0.0015432792,0.00037225662,0.00027824967,0.0000040583695,0.0018085598,0.000004698291],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006079574,0.0001996606,0.0020102963,0.0005114301,0.000063059015,0.000071561255,0.0005279019,0.9326982,0.05684426,0.00047312694,0.00064308953,0.0053494605],"study_design_scores_gemma":[0.0036643054,0.00088406046,0.15802473,0.0014164421,0.00009886462,9.386614e-7,0.00029920836,0.70843536,0.11985712,0.0060174465,0.0008217035,0.00047980194],"about_ca_topic_score_codex":0.00030100657,"about_ca_topic_score_gemma":0.0017057718,"teacher_disagreement_score":0.22426282,"about_ca_system_score_codex":0.00015227005,"about_ca_system_score_gemma":0.0005361735,"threshold_uncertainty_score":0.7857393},"labels":[],"label_agreement":null},{"id":"W3175817703","doi":"10.1002/nag.3250","title":"Nonlinear consolidation of soft foundation improved by prefabricated vertical drains based on elliptical cylindrical equivalent model","year":2021,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; National Natural Science Foundation of China","keywords":"Consolidation (business); Nonlinear system; Compressibility; Parametric statistics; Geotechnical engineering; Pore water pressure; Dissipation; Structural engineering; Mechanics; Engineering; Mathematics; Physics; Thermodynamics","score_opus":0.027068634282639344,"score_gpt":0.34026694721693546,"score_spread":0.3131983129342961,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3175817703","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0056592943,0.000049953578,0.9928445,0.0007511238,0.00041790155,0.00010782588,0.000030804404,0.000054357566,0.000084218584],"genre_scores_gemma":[0.79250234,0.000103433034,0.20687853,0.00018837563,0.00011907061,0.000020176376,0.000106448795,0.000042764565,0.00003884191],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99832976,0.00008925341,0.000681391,0.00025724628,0.00036685175,0.00027551717],"domain_scores_gemma":[0.99855703,0.00071181956,0.000051504117,0.00012490946,0.00035396992,0.00020075637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058797054,0.00018367088,0.0003437853,0.00015462578,0.000042467796,0.00006775034,0.00017560531,0.00019748815,0.000036156536],"category_scores_gemma":[0.0019582422,0.00017175407,0.00015215372,0.00027425843,0.00004267854,0.00009200534,0.000045497043,0.00044350562,0.0000015816795],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001384866,0.00046535014,0.000011807103,0.000046968467,0.000075710246,0.000006579106,0.000021062879,0.93082416,0.019533377,0.008284193,0.000052060015,0.04054025],"study_design_scores_gemma":[0.0008281248,0.00018726164,0.000011562088,0.000053493543,0.000039654962,0.000016604425,0.000013457188,0.9851791,0.00528759,0.007276076,0.00092977274,0.00017730005],"about_ca_topic_score_codex":0.0000014776149,"about_ca_topic_score_gemma":3.642034e-7,"teacher_disagreement_score":0.78684306,"about_ca_system_score_codex":0.00016787725,"about_ca_system_score_gemma":0.00006907891,"threshold_uncertainty_score":0.7003928},"labels":[],"label_agreement":null},{"id":"W3176298576","doi":"10.1007/s11440-021-01208-7","title":"Field study on the behavior of pre-bored grouted planted pile with enlarged grout base","year":2021,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Grout; Pile; Geotechnical engineering; Base (topology); Bearing capacity; Head (geology); Displacement (psychology); Structural engineering; Materials science; Geology; Engineering; Mathematics","score_opus":0.0095831206901213,"score_gpt":0.20531102375635701,"score_spread":0.19572790306623572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3176298576","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9923215,0.0000389191,0.0055584195,0.0001969582,0.000088664885,0.00067326357,0.000031807194,0.0006611083,0.00042937679],"genre_scores_gemma":[0.99941117,0.0000157345,0.0001116777,0.00004277316,0.000019452867,0.00027768174,0.000034907578,0.000042026833,0.000044587945],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99891746,0.00004875779,0.00028671618,0.00023335869,0.0002777981,0.00023588345],"domain_scores_gemma":[0.9988147,0.00026481005,0.000042820866,0.00074319745,0.00007705101,0.000057445923],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018079267,0.00019637657,0.00024472715,0.000062293744,0.00006134903,0.00002191849,0.0002491224,0.00014555862,0.00008650595],"category_scores_gemma":[0.00018319617,0.00014243701,0.00006181387,0.000459113,0.00002587692,0.000054315784,0.00005478786,0.0004082242,0.0000039800802],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007688341,0.0059172213,0.0048067616,0.0004758592,0.00086526875,0.0005421189,0.002980607,0.6102546,0.35465086,0.0024175507,0.0059336736,0.010386689],"study_design_scores_gemma":[0.0075136977,0.007628652,0.3306466,0.001051887,0.0011620305,0.00018847575,0.0038916306,0.30146936,0.3322937,0.0002026144,0.010792074,0.003159277],"about_ca_topic_score_codex":0.000053555075,"about_ca_topic_score_gemma":0.00004379837,"teacher_disagreement_score":0.32583985,"about_ca_system_score_codex":0.000031359683,"about_ca_system_score_gemma":0.000024191411,"threshold_uncertainty_score":0.5808413},"labels":[],"label_agreement":null},{"id":"W3176592666","doi":"10.1080/17486025.2021.1940314","title":"Constitutive Model for Fibre Reinforced Cemented Silty Sand","year":2021,"lang":"en","type":"article","venue":"Geomechanics and Geoengineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Materials science; Geotechnical engineering; Constitutive equation; Cement; Composite material; Silt; Stress (linguistics); Parametric statistics; Stress–strain curve; Structural engineering; Geology; Finite element method; Deformation (meteorology); Engineering; Mathematics","score_opus":0.010490751257277891,"score_gpt":0.19366646970889026,"score_spread":0.18317571845161237,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3176592666","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.022639634,0.0005660991,0.97556883,0.000033602075,0.0002449146,0.00017726766,0.000053043288,0.00048535597,0.00023127119],"genre_scores_gemma":[0.99563456,0.00028198416,0.0036328512,0.000025252355,0.00003948407,0.00005643209,0.00008471344,0.000040310024,0.0002044265],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991695,0.0000024572737,0.00021257075,0.00020140852,0.00009454468,0.00031950657],"domain_scores_gemma":[0.99957144,0.000040541207,0.000014458371,0.0001791655,0.00008465452,0.00010972578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009130912,0.00018945712,0.00020422258,0.00006205759,0.00007232181,0.000044593293,0.0000600186,0.00012243992,0.000009029283],"category_scores_gemma":[0.000072086594,0.00021519954,0.00006006319,0.0001731249,0.000008341699,0.000094494375,0.000041890788,0.00012973312,0.000001874189],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000027687176,0.0000029431583,3.8878903e-7,0.00017365806,0.000029696519,0.0000029658706,0.00006368209,0.97237414,0.01064129,0.015406018,0.00006396926,0.0012384568],"study_design_scores_gemma":[0.0004248347,0.000018391524,0.0000037065538,0.000047988215,0.000021134514,0.000014245684,0.000032778065,0.99212897,0.0045520957,0.00067630777,0.0018278661,0.00025167325],"about_ca_topic_score_codex":0.0000013507178,"about_ca_topic_score_gemma":0.0000018577949,"teacher_disagreement_score":0.9729949,"about_ca_system_score_codex":0.000038296093,"about_ca_system_score_gemma":0.000022265178,"threshold_uncertainty_score":0.8775583},"labels":[],"label_agreement":null},{"id":"W3178088353","doi":"10.1061/(asce)mt.1943-5533.0003915","title":"Influence of Biochar Particle Size Fractions on Thermal and Mechanical Properties of Biochar-Amended Soil","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus","funders":"","keywords":"Biochar; Silt; Amendment; Compressive strength; Thermal conductivity; Materials science; Particle size; Soil thermal properties; Soil water; Compaction; Composite material; Environmental science; Soil science; Waste management; Chemistry; Hydraulic conductivity; Geology; Pyrolysis","score_opus":0.010063647910768372,"score_gpt":0.1966779474047363,"score_spread":0.1866142994939679,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3178088353","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984789,0.00055476825,0.00061520824,0.000036992198,0.00021654954,0.000047313068,0.0000063278067,0.000036577498,0.000007399649],"genre_scores_gemma":[0.9994244,0.0002404242,0.00025632518,0.000004508593,0.000043999313,0.000004178513,3.7338964e-7,0.000023801427,0.0000019988513],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989522,0.00002469465,0.0006070643,0.00008303267,0.00017872591,0.00015427427],"domain_scores_gemma":[0.9995283,0.00009194305,0.000096605225,0.00012752289,0.00010059207,0.00005503753],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003306195,0.0001248394,0.0003430793,0.00008486071,0.000010557706,0.00001538936,0.0000842955,0.000096378135,0.000029240187],"category_scores_gemma":[0.00052560284,0.000113867995,0.000043695527,0.00017908744,0.000019776457,0.00012826052,0.000029031573,0.00015516081,9.1653254e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001088027,0.000024053756,0.00000948625,0.00017543751,0.00001556391,0.0000038858484,0.000064481515,0.48697966,0.5125838,0.000093087525,8.863102e-7,0.000038804345],"study_design_scores_gemma":[0.00033920302,0.00007392861,0.0019334216,0.00056400994,0.000015061566,0.000022923903,0.000035364614,0.015595782,0.9812757,0.000027779994,0.000013601593,0.00010322518],"about_ca_topic_score_codex":0.0000060828625,"about_ca_topic_score_gemma":0.0000040087493,"teacher_disagreement_score":0.47138387,"about_ca_system_score_codex":0.000036389072,"about_ca_system_score_gemma":0.00002208335,"threshold_uncertainty_score":0.4643402},"labels":[],"label_agreement":null},{"id":"W3183857219","doi":"10.1080/17486025.2021.1940316","title":"Pseudo-static internal stability analysis of geosynthetic-reinforced earth slopes using horizontal slices method","year":2021,"lang":"en","type":"article","venue":"Geomechanics and Geoengineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada); Rocscience (Canada)","funders":"","keywords":"Geotechnical engineering; Eccentricity (behavior); Geology; Internal forces; Structural engineering; Stability (learning theory); Slope stability analysis; Seismic analysis; Mechanically stabilized earth; Horizontal and vertical; Slope stability; Seismic loading; Retaining wall; Geometry; Mathematics; Engineering; Computer science","score_opus":0.010858447805455784,"score_gpt":0.22136621933330128,"score_spread":0.2105077715278455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3183857219","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43574387,0.00023062323,0.5636289,0.000005622654,0.00013192365,0.000053809566,0.000027494576,0.00014231206,0.000035475452],"genre_scores_gemma":[0.9787123,0.00016033635,0.021011032,0.000005660593,0.000023218037,0.000007323013,0.000029755558,0.000037364174,0.00001301808],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986704,0.00002377566,0.00046458154,0.0002779664,0.00021754435,0.00034575738],"domain_scores_gemma":[0.99926436,0.000119798206,0.000050749444,0.00031959993,0.00011417106,0.000131315],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00034263113,0.0002462657,0.00051601493,0.0002798263,0.00004791742,0.00005154253,0.00011839283,0.00012422647,0.000080078586],"category_scores_gemma":[0.000112585556,0.000267169,0.00017067022,0.0009754078,0.00001253522,0.00013406383,0.000086994296,0.0002085815,9.602547e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000030997742,0.000008391641,0.000012555512,0.00020471358,0.00037398966,0.000005161207,0.00018041057,0.9353264,0.058731537,0.0014036443,5.262849e-7,0.0037495636],"study_design_scores_gemma":[0.00015807497,0.000028504328,0.00018087839,0.000050997147,0.00035981595,0.00001438722,0.00016861038,0.9720117,0.026511807,0.00007225906,0.00018216256,0.00026081514],"about_ca_topic_score_codex":0.00007026863,"about_ca_topic_score_gemma":0.00003733188,"teacher_disagreement_score":0.54296845,"about_ca_system_score_codex":0.000042951055,"about_ca_system_score_gemma":0.000019463805,"threshold_uncertainty_score":0.99997807},"labels":[],"label_agreement":null},{"id":"W3184684907","doi":"10.1680/jgein.21.00009","title":"Shear strength characteristics of interlocked EPS-block geofoam-sand interface","year":2021,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Bedding; Geology; Shearing (physics); Materials science","score_opus":0.006374238459556698,"score_gpt":0.2121413923086957,"score_spread":0.205767153849139,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3184684907","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9360851,0.00025474184,0.051116563,0.00024570042,0.0024269428,0.00009039516,0.00021003868,0.00036278815,0.009207716],"genre_scores_gemma":[0.9981504,0.0001295713,0.0010969426,0.0000119149445,0.00009353713,0.0000059837744,0.00007176845,0.00003276866,0.00040713337],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989776,0.000015412836,0.000394182,0.00017253908,0.00024979268,0.000190467],"domain_scores_gemma":[0.99935377,0.00006529057,0.000048349695,0.0002487576,0.00022045342,0.000063381274],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010215178,0.00015232635,0.00020189284,0.00008633522,0.00002207485,0.000034128057,0.00022299483,0.00010905252,0.00038308508],"category_scores_gemma":[0.00021411607,0.00016923972,0.000084248786,0.00012351482,0.000044460747,0.00005833934,0.00009245872,0.0002092623,0.000029712819],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000067406465,0.00069148303,0.0015486865,0.0005806797,0.0006143655,0.000066279215,0.0016351509,0.79821587,0.09447619,0.0127124395,0.00266868,0.08672279],"study_design_scores_gemma":[0.0006021956,0.00006474656,0.004697722,0.00031732395,0.0000510363,0.00007599415,0.00018491643,0.7978852,0.13363062,0.0005593024,0.061391186,0.00053975824],"about_ca_topic_score_codex":0.0000050518474,"about_ca_topic_score_gemma":0.0000050439085,"teacher_disagreement_score":0.086183034,"about_ca_system_score_codex":0.000065783795,"about_ca_system_score_gemma":0.00002111999,"threshold_uncertainty_score":0.69013953},"labels":[],"label_agreement":null},{"id":"W3184966659","doi":"10.1002/essoar.10507601.1","title":"Rapid reduction in the shear resistance and permeability of soft interlayers within a limited shear displacement under water weathering","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Natural Science Foundation of China","keywords":"Geohazard; Shear (geology); Geology; Geotechnical engineering; Landslide; Petrology","score_opus":0.014091988791255321,"score_gpt":0.21195799949884866,"score_spread":0.19786601070759335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3184966659","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9669722,0.00055778556,0.030902466,0.00029466386,0.00030788628,0.00035721814,0.00000347331,0.0001869888,0.00041732274],"genre_scores_gemma":[0.9988304,0.00015752028,0.00080907735,0.0000110216015,0.00002294163,0.000052841755,0.000034930985,0.000032949436,0.00004831888],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99873805,0.00008136618,0.0004500015,0.00033007795,0.00019886988,0.0002016472],"domain_scores_gemma":[0.9993744,0.00004259167,0.000030038058,0.00047176162,0.00004438146,0.000036857517],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006075912,0.00022618892,0.00029492637,0.00008613905,0.000028978044,0.000061154286,0.00015091719,0.00022552504,0.00004795973],"category_scores_gemma":[0.00004526524,0.00015926696,0.000074506286,0.00012575918,0.000062890795,0.00006313622,0.00013597537,0.00055064575,6.0510996e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017982906,0.00003662234,0.00002339733,0.0007927433,0.000032889824,0.0000010347097,0.0053268056,0.9891477,0.00410657,0.000106100175,0.000013020695,0.00039510019],"study_design_scores_gemma":[0.00061567844,0.000075651245,0.0066465624,0.001226881,0.00008060748,0.00001435693,0.009994277,0.9674693,0.011767001,0.0010021734,0.00034425454,0.00076328794],"about_ca_topic_score_codex":0.000086083564,"about_ca_topic_score_gemma":0.00007811006,"teacher_disagreement_score":0.031858202,"about_ca_system_score_codex":0.00014298096,"about_ca_system_score_gemma":0.00001349014,"threshold_uncertainty_score":0.6494718},"labels":[],"label_agreement":null},{"id":"W3185262008","doi":"10.1007/s41062-021-00558-1","title":"Bearing capacity of power transmission tower footings near cohesionless slopes","year":2021,"lang":"en","type":"article","venue":"Innovative Infrastructure Solutions","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Bearing capacity; Geotechnical engineering; Setback; Transmission tower; Engineering; Finite element method; Structural engineering; Geology; Tower; Civil engineering","score_opus":0.011062275779906263,"score_gpt":0.20640818060109734,"score_spread":0.19534590482119107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3185262008","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5435218,0.0002130172,0.45184284,0.00013731742,0.00033504816,0.00011311076,0.00004287709,0.00035444106,0.0034395356],"genre_scores_gemma":[0.9860249,0.000012953345,0.0138213895,0.000024538382,0.000024598678,0.000008072984,0.000029462799,0.000027721413,0.000026327334],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99894243,0.000022348104,0.00037497163,0.00018809368,0.000197815,0.000274359],"domain_scores_gemma":[0.9990897,0.000055048546,0.00004735286,0.00022117431,0.0005258313,0.00006089321],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012067428,0.00017922166,0.00023560064,0.00008774688,0.00014598659,0.000027831089,0.00011504201,0.00018247521,0.0002181506],"category_scores_gemma":[0.00018532012,0.00017792782,0.00006368321,0.0013344843,0.00011745768,0.0001347043,0.000044843506,0.0003896611,0.000002411604],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004922701,0.000035044734,0.00054158515,0.00011988571,0.00007351715,0.0000039103725,0.0016228607,0.81021434,0.16166762,0.01506018,0.0009419025,0.009714257],"study_design_scores_gemma":[0.0020048218,0.00021471835,0.2357691,0.0009904836,0.00010232694,0.00011030871,0.0014073941,0.28832856,0.31954253,0.015173132,0.13429828,0.0020583346],"about_ca_topic_score_codex":0.000011013744,"about_ca_topic_score_gemma":0.0000032923867,"teacher_disagreement_score":0.52188575,"about_ca_system_score_codex":0.00007950536,"about_ca_system_score_gemma":0.0000677954,"threshold_uncertainty_score":0.7255686},"labels":[],"label_agreement":null},{"id":"W3186617431","doi":"10.1007/s12517-021-07679-y","title":"Bearing capacity improvement of shallow foundations using a trench filled with granular materials and reinforced with geogrids","year":2021,"lang":"en","type":"article","venue":"Arabian Journal of Geosciences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary; Memorial University of Newfoundland","funders":"","keywords":"Geogrid; Trench; Settlement (finance); Foundation (evidence); Geotechnical engineering; Bearing capacity; Finite element method; Geology; Granular material; Structural engineering; Materials science; Engineering; Layer (electronics); Reinforcement; Composite material; Computer science","score_opus":0.013575274578925304,"score_gpt":0.20287864610688555,"score_spread":0.18930337152796026,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3186617431","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9569717,0.000064675594,0.042730104,0.000029153669,0.00008622227,0.000045469398,0.000003522759,0.000015548972,0.00005361841],"genre_scores_gemma":[0.9932956,0.00003731818,0.006624742,0.000004226454,0.000018211462,0.0000011990611,0.0000012263337,0.000006531279,0.00001096289],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992427,0.000010801865,0.0002873793,0.000087093715,0.00023284955,0.00013914847],"domain_scores_gemma":[0.9995612,0.000025571679,0.00010388754,0.0000883849,0.00015292765,0.00006806556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002727205,0.00008838978,0.00019932383,0.00008810848,0.0000713918,0.000060970186,0.00008212479,0.000029639894,0.000017605093],"category_scores_gemma":[0.00005089347,0.00006338409,0.000023822271,0.00028947694,0.00010250403,0.0002433391,0.000013284374,0.00007867554,8.815187e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011940438,0.000012320184,0.0014952865,0.00009609192,0.000034183893,0.000011261753,0.00043275347,0.7662784,0.23029615,0.00018101442,7.553836e-7,0.0011498423],"study_design_scores_gemma":[0.003267877,0.00252818,0.07907918,0.0017336281,0.00032866304,0.0011202041,0.0022853306,0.4994188,0.4085167,0.00054297294,0.00023889444,0.0009395779],"about_ca_topic_score_codex":0.00006304486,"about_ca_topic_score_gemma":0.000035225574,"teacher_disagreement_score":0.2668596,"about_ca_system_score_codex":0.000023415052,"about_ca_system_score_gemma":0.00005687106,"threshold_uncertainty_score":0.25847283},"labels":[],"label_agreement":null},{"id":"W3186723712","doi":"10.22059/geope.2021.322955.648613","title":"Influence of adding waste polyethylene terephthalate plastic strips on uniaxial compressive and tensile strength of cohesive soil","year":2021,"lang":"en","type":"article","venue":"Ghent University Academic Bibliography (Ghent University)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Polyethylene terephthalate; Ultimate tensile strength; Materials science; Compressive strength; Composite material; STRIPS; Polyethylene","score_opus":0.007231302328554219,"score_gpt":0.172443860977378,"score_spread":0.16521255864882378,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3186723712","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968437,0.00022818524,0.0013725254,0.00002046713,0.0000976582,0.000122637,0.00020771529,0.00015915232,0.0009479642],"genre_scores_gemma":[0.9950875,0.004683921,0.00010046536,0.000005769592,0.000016225,1.14733645e-7,0.00003097854,0.000016839898,0.000058171976],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9987055,0.000090822214,0.00024362029,0.0003420239,0.00031139833,0.00030663898],"domain_scores_gemma":[0.9988136,0.00036498316,0.00015087408,0.00025264532,0.00022866277,0.00018921307],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00008665878,0.0002496029,0.00037712464,0.0061642085,0.000120400495,0.000009018242,0.00030826786,0.0003134537,0.000014097782],"category_scores_gemma":[0.000048539296,0.0003156943,0.0001600039,0.008590724,0.00022712752,0.0003019338,0.00018888208,0.0006441746,0.0000010171422],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011441794,0.00007338129,0.009467382,0.00024833772,0.00023696106,0.00009457392,0.0002568236,0.94570404,0.040650852,0.0027151648,0.00023859918,0.00019943912],"study_design_scores_gemma":[0.017675132,0.0018753137,0.43027443,0.0066837654,0.0026621632,0.00009701356,0.022417674,0.18194032,0.3072489,0.0006172141,0.023779659,0.0047284453],"about_ca_topic_score_codex":0.00006719549,"about_ca_topic_score_gemma":0.000006805113,"teacher_disagreement_score":0.7637637,"about_ca_system_score_codex":0.00006195319,"about_ca_system_score_gemma":0.000037631828,"threshold_uncertainty_score":0.9999295},"labels":[],"label_agreement":null},{"id":"W3187984769","doi":"10.1139/cgj-2021-0093","title":"Optimization of grouting method and axial performance of pressure-grouted helical piles","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Grout; Pile; Nozzle; Geotechnical engineering; Structural engineering; Materials science; Engineering; Mechanical engineering","score_opus":0.007365772157625456,"score_gpt":0.20191721419051425,"score_spread":0.1945514420328888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3187984769","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13192302,0.0012215304,0.8657429,0.00015212479,0.00022392687,0.000102469436,0.000027335416,0.00011695059,0.00048969913],"genre_scores_gemma":[0.9881564,0.00020629006,0.011521159,0.000021807304,0.00005590532,0.0000019918255,0.000007736549,0.000020645786,0.000008115082],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990441,0.00003976595,0.000410432,0.00011274816,0.00015610538,0.00023685266],"domain_scores_gemma":[0.9992986,0.000065685046,0.000053801265,0.00014086647,0.00016123624,0.00027986354],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031430295,0.00010922511,0.00024438513,0.00011003637,0.00006535087,0.00002212596,0.00010741851,0.00019577764,0.000045438064],"category_scores_gemma":[0.00020317307,0.00011421529,0.000058633974,0.00025645603,0.00005928654,0.00009610246,0.000023077064,0.00037491848,3.517495e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000037415173,0.000006967066,0.000059558748,0.00009315559,0.000024411622,0.0000057143934,0.000027321757,0.99286693,0.0020606504,0.0008367826,0.000023381648,0.003991403],"study_design_scores_gemma":[0.00020886479,0.000047633028,0.0011327222,0.000105901854,0.00003639903,0.00018391227,0.00001590655,0.9940652,0.0029256078,0.000089815185,0.0010686612,0.0001193318],"about_ca_topic_score_codex":0.00055699254,"about_ca_topic_score_gemma":0.0001979759,"teacher_disagreement_score":0.8562333,"about_ca_system_score_codex":0.000051832954,"about_ca_system_score_gemma":0.00010329054,"threshold_uncertainty_score":0.46575642},"labels":[],"label_agreement":null},{"id":"W3192564147","doi":"10.1007/s40891-021-00304-8","title":"A Numerical Study on the Role of EPS Geofoam in Reducing Earth Pressure on Retaining Structures Under Dynamic Loading","year":2021,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Lateral earth pressure; Geotechnical engineering; Thrust; Retaining wall; Structural engineering; Stiffness; Finite element method; Geology; Deformation (meteorology); Parametric statistics; Soil structure interaction; Seismic loading; Materials science; Engineering; Composite material","score_opus":0.006314274406389679,"score_gpt":0.21440602705599995,"score_spread":0.20809175264961027,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3192564147","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98995435,0.00054577383,0.008783017,0.00011549066,0.00034706382,0.000054017877,0.000003470544,0.00002383457,0.00017298675],"genre_scores_gemma":[0.999635,0.000064595704,0.0002011358,0.000008358877,0.00005884579,0.0000019799415,0.000001110916,0.000023098013,0.000005881352],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990466,0.000023292143,0.00036273157,0.000104777195,0.00032034097,0.00014226373],"domain_scores_gemma":[0.99945223,0.00023065032,0.00006458772,0.000114545895,0.00009485654,0.000043124597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002538562,0.00013131175,0.00019561802,0.00016860224,0.00002233563,0.000053301137,0.00016023134,0.000051733874,0.00000870878],"category_scores_gemma":[0.00018549456,0.000107105574,0.0000582482,0.00013335107,0.000012407512,0.00006315293,0.000029253675,0.00037677507,3.114585e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000125682245,0.000046977446,0.00013868528,0.000014946849,0.00011805703,0.000018989767,0.00043300682,0.9859602,0.0052948315,0.0035736212,6.6812544e-7,0.004387458],"study_design_scores_gemma":[0.000337804,0.00014426978,0.02452494,0.0003686126,0.000028322835,0.00008630106,0.00076431833,0.9674893,0.004670176,0.000998131,0.00042882795,0.00015898983],"about_ca_topic_score_codex":0.000010255491,"about_ca_topic_score_gemma":0.0000017607103,"teacher_disagreement_score":0.024386253,"about_ca_system_score_codex":0.000045946344,"about_ca_system_score_gemma":0.000013739427,"threshold_uncertainty_score":0.43676385},"labels":[],"label_agreement":null},{"id":"W3196383275","doi":"10.1007/s40891-021-00312-8","title":"Improving the Stability of High Embankments Founded on Soft Marine Clay by Utilizing Prefabricated Vertical Drains and Controlling the Pace of Construction","year":2021,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pace; Consolidation (business); Geotechnical engineering; Levee; Drainage; Engineering; Civil engineering; Pore water pressure; Prefabrication; Geology; Business","score_opus":0.006718334835097386,"score_gpt":0.19460274531786464,"score_spread":0.18788441048276727,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3196383275","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9239155,0.00046889542,0.0749062,0.00020311557,0.00038864385,0.00005430651,0.000010599127,0.000017692977,0.00003504053],"genre_scores_gemma":[0.99912214,0.0002836663,0.00052183314,0.00000798118,0.000043197546,0.0000016217425,0.0000033369834,0.000014344913,0.0000018775486],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99907416,0.000023343846,0.00042493563,0.00008846937,0.00027473565,0.00011433267],"domain_scores_gemma":[0.99913794,0.00038770097,0.00008647185,0.00010977354,0.00023466199,0.000043468543],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003332135,0.00011323423,0.00020028175,0.000045051736,0.00003413563,0.000045753328,0.0001247651,0.000063014966,0.000006692089],"category_scores_gemma":[0.00037165766,0.00008053115,0.000056452747,0.00008693842,0.000074379444,0.00007445489,0.000053580716,0.00024532177,6.575493e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001126978,0.00013045115,0.0008726877,0.000250816,0.0006061498,0.000009016011,0.00057518145,0.71951556,0.22812684,0.010190594,0.000013418862,0.039596595],"study_design_scores_gemma":[0.0009869785,0.0001479687,0.0071055526,0.00021616153,0.00010062105,0.00014921503,0.00035686564,0.94247174,0.047171324,0.00079292204,0.00032253377,0.00017810581],"about_ca_topic_score_codex":0.000027961503,"about_ca_topic_score_gemma":0.0000023914058,"teacher_disagreement_score":0.2229562,"about_ca_system_score_codex":0.00005157888,"about_ca_system_score_gemma":0.00001581351,"threshold_uncertainty_score":0.3283965},"labels":[],"label_agreement":null},{"id":"W3200431238","doi":"10.1139/cgj-2021-0186","title":"New insights into soil arching behaviour in column-supported embankments","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Australian Government","keywords":"Geotechnical engineering; Levee; Settlement (finance); Subsoil; Punching; Geology; Finite element method; Plane stress; Ultimate failure; Engineering; Structural engineering; Ultimate tensile strength; Materials science; Soil water","score_opus":0.006631198825063849,"score_gpt":0.20042843476230351,"score_spread":0.19379723593723966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3200431238","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.896724,0.0017761505,0.09704823,0.0010553017,0.0012191265,0.00022915669,0.0000074441105,0.00051860715,0.001421987],"genre_scores_gemma":[0.99829024,0.00015415774,0.001049676,0.00012410873,0.00013972083,0.0000066149073,0.000021786002,0.000049475544,0.00016422237],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984099,0.000039677176,0.0004955398,0.00021990381,0.00025749957,0.0005774507],"domain_scores_gemma":[0.99847764,0.000032883374,0.00003156975,0.00026506672,0.000072318326,0.0011205078],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019268531,0.00020111837,0.00026191512,0.00036992828,0.00012288024,0.00012825818,0.00026515522,0.00029590775,0.00021237673],"category_scores_gemma":[0.00018582655,0.00023231484,0.00010127286,0.0006424883,0.000024091793,0.00015946016,0.000034611396,0.0011808291,0.000028447688],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000022114284,0.00001976275,0.00079742476,0.000020980096,0.000021106624,0.0010290913,0.00021013606,0.97562015,0.002186631,0.00023433371,0.0025350496,0.017323097],"study_design_scores_gemma":[0.002700603,0.0001486941,0.09479354,0.0007377253,0.00008986791,0.0016459697,0.0003492418,0.7946633,0.0035627873,0.01227515,0.08720253,0.0018306103],"about_ca_topic_score_codex":0.0092271,"about_ca_topic_score_gemma":0.06551329,"teacher_disagreement_score":0.18095689,"about_ca_system_score_codex":0.0007365658,"about_ca_system_score_gemma":0.0007457874,"threshold_uncertainty_score":0.99737054},"labels":[],"label_agreement":null},{"id":"W3200514886","doi":"10.1520/gtj20200312","title":"Reappraisal of Fall-Cone Flow Curve for Soil Plasticity Determinations","year":2021,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Trinity College","funders":"","keywords":"Plasticity; Geotechnical engineering; Geology; Flow (mathematics); Soil mechanics; Cone (formal languages); Mathematics; Geometry; Soil science; Soil water; Materials science","score_opus":0.026854586396095094,"score_gpt":0.24962996256143782,"score_spread":0.22277537616534274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3200514886","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.122782156,0.00015014419,0.8755924,0.00008499346,0.0003165169,0.000104504885,0.000030195331,0.00046983905,0.000469246],"genre_scores_gemma":[0.950962,0.000027822674,0.048722748,0.000010358941,0.00018674263,0.000018796298,0.000010678281,0.000039509967,0.000021346186],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99870473,0.000027891683,0.00055268063,0.00016272493,0.00022729317,0.00032470064],"domain_scores_gemma":[0.9981405,0.0010353789,0.00008373698,0.0001651751,0.00043129013,0.00014388304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039227484,0.00015955612,0.0002826551,0.00008618318,0.00012430554,0.000045704637,0.00016750646,0.00019341246,0.000014058548],"category_scores_gemma":[0.0072743143,0.00016516006,0.00013904441,0.0004052922,0.00006677202,0.00009859177,0.00004393145,0.00051509985,0.0000025405054],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000037994907,0.000044203673,0.000059709015,0.00008969742,0.000021638323,0.000011491996,0.000016816499,0.9694646,0.013917318,0.0002850711,0.00017671297,0.015908934],"study_design_scores_gemma":[0.00042532268,0.000091726855,0.0014801142,0.00016762242,0.000042470125,0.00032775174,0.000012727739,0.9903403,0.004595591,0.0011444659,0.0011730224,0.00019890163],"about_ca_topic_score_codex":0.0000030697988,"about_ca_topic_score_gemma":0.000005619363,"teacher_disagreement_score":0.82817984,"about_ca_system_score_codex":0.000041095405,"about_ca_system_score_gemma":0.000078839315,"threshold_uncertainty_score":0.8708559},"labels":[],"label_agreement":null},{"id":"W3202231988","doi":"10.1186/s40703-021-00165-0","title":"Consolidated drained (CID) behavior of fibre reinforced cemented Toyoura sand in triaxial loading conditions","year":2021,"lang":"en","type":"article","venue":"International Journal of Geo-Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Fukuoka University","keywords":"Materials science; Compaction; Composite material; Cement; Modulus; Stress (linguistics)","score_opus":0.008227548466630598,"score_gpt":0.23419278880147687,"score_spread":0.22596524033484627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3202231988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96760935,0.00018424689,0.0302838,0.00010031918,0.0013929411,0.00009853696,0.00004435822,0.00009976407,0.00018667977],"genre_scores_gemma":[0.9987813,0.000063813226,0.0008605503,0.000009390907,0.00015285166,0.0000074035665,0.00006009379,0.000030515925,0.00003405992],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984911,0.000013815716,0.0008268903,0.00010265637,0.00036610963,0.0001994319],"domain_scores_gemma":[0.9990988,0.00012325865,0.00013351286,0.000116071125,0.0004388425,0.00008954112],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020474115,0.00016297236,0.00031255334,0.00043264442,0.000014319602,0.000044920245,0.00022236694,0.00011468227,0.0001275721],"category_scores_gemma":[0.0004407871,0.00018253858,0.00013641418,0.0003475221,0.000016017411,0.0002599375,0.00003764394,0.0003380529,0.0000024704464],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021037831,0.000026093734,0.00016568917,0.000035655517,0.000103218124,0.00014918206,0.000092309616,0.8040568,0.19459873,0.00046739,0.000059343754,0.00022452003],"study_design_scores_gemma":[0.0040427735,0.00011253319,0.010289338,0.0009068181,0.00009361797,0.0006104873,0.00015590759,0.85610086,0.12564847,0.000045262146,0.0015373009,0.0004566623],"about_ca_topic_score_codex":0.000009265206,"about_ca_topic_score_gemma":0.0000022656084,"teacher_disagreement_score":0.06895026,"about_ca_system_score_codex":0.00017586074,"about_ca_system_score_gemma":0.000062014915,"threshold_uncertainty_score":0.7443707},"labels":[],"label_agreement":null},{"id":"W3204231620","doi":"10.1139/cgj-2020-0505","title":"Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking table tests","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Earthquake shaking table; Liquefaction; Pile; Settlement (finance); Centrifuge; Reinforcement; Bending moment; Geology; Displacement (psychology); Engineering; Structural engineering","score_opus":0.005616915583389582,"score_gpt":0.18561853150341517,"score_spread":0.1800016159200256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3204231620","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8862185,0.0009459117,0.111441135,0.0003888645,0.00022464302,0.00025113267,0.000021852147,0.00019360444,0.0003143913],"genre_scores_gemma":[0.998257,0.00007033346,0.001426482,0.00007632834,0.000045545195,0.000017991659,0.000008869923,0.000049621212,0.000047856254],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99841404,0.00006526581,0.00049050804,0.00020705136,0.00020337178,0.0006197592],"domain_scores_gemma":[0.9989305,0.00012619457,0.000060468763,0.0002751716,0.00014219424,0.00046545936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006500542,0.00018887321,0.00031533124,0.00029074677,0.00009724864,0.000074630945,0.00020482574,0.00022375365,0.0000977895],"category_scores_gemma":[0.00035468987,0.00019910539,0.000061644234,0.0007914505,0.000041976884,0.0001396959,0.000029535817,0.00076158304,0.0000026507146],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038303333,0.000023087816,0.0002295807,0.00004672771,0.000019196215,0.00015774443,0.000060194234,0.9839627,0.014275086,0.000033627693,0.00011776391,0.0010359464],"study_design_scores_gemma":[0.00081106235,0.00018595165,0.005572263,0.00037837448,0.00002227632,0.00040522288,0.000121113226,0.98423284,0.0029457752,0.00016345584,0.004815777,0.0003458865],"about_ca_topic_score_codex":0.0030742842,"about_ca_topic_score_gemma":0.012644901,"teacher_disagreement_score":0.11203851,"about_ca_system_score_codex":0.0007447553,"about_ca_system_score_gemma":0.0005669698,"threshold_uncertainty_score":0.8119282},"labels":[],"label_agreement":null},{"id":"W3204236585","doi":"10.1007/978-3-030-46455-4_81","title":"Effects of Adding a Geotextile into a Pavement Structure on FWD Experimental Data and Estimated Pavement Remaining Service Life","year":2021,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Geotextile; Geotechnical engineering; Deflection (physics); Asphalt pavement; Curvature; Asphalt; Waterproofing; Base course; Service life; Falling weight deflectometer; Asphalt concrete; Engineering; Structural engineering; Materials science; Subgrade; Civil engineering; Composite material; Mathematics","score_opus":0.01687781482213355,"score_gpt":0.22792764189998616,"score_spread":0.2110498270778526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3204236585","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.67243814,0.12873869,0.044341657,0.0011535827,0.010777525,0.014916684,0.008876446,0.013802263,0.104955025],"genre_scores_gemma":[0.9940782,0.0004088978,0.0020655803,0.00009180266,0.00017257174,0.000046412235,0.0006652286,0.00021781723,0.002253496],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985042,0.0000128966585,0.00044262243,0.0004743577,0.00031673192,0.00024919608],"domain_scores_gemma":[0.9989181,0.00014145041,0.000104376646,0.0006455023,0.000054450717,0.00013611643],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000078759265,0.00046803168,0.0005427789,0.00010616473,0.00007713242,0.000049782353,0.00024420154,0.0002897898,0.00012800834],"category_scores_gemma":[0.000054767446,0.00045016344,0.00005133767,0.000043567903,0.00005349137,0.00010716108,0.00035775185,0.00025953542,0.0000037651116],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015154087,0.000099835,0.000022402843,0.02094255,0.0022341812,0.0002164503,0.0064892014,0.54524124,0.30909073,0.09082235,0.0014900137,0.023199512],"study_design_scores_gemma":[0.0045485003,0.0015899707,0.00029748332,0.028358093,0.0008741634,0.000045110704,0.0009924548,0.51993626,0.28232327,0.0041738604,0.15176861,0.005092233],"about_ca_topic_score_codex":0.000014971859,"about_ca_topic_score_gemma":0.000023708166,"teacher_disagreement_score":0.32164007,"about_ca_system_score_codex":0.00012747143,"about_ca_system_score_gemma":0.00004559173,"threshold_uncertainty_score":0.999795},"labels":[],"label_agreement":null},{"id":"W3204253533","doi":"10.1680/jenes.21.00013","title":"Evaluating water and gas permeability of fiber-modified landfill clay-base liner","year":2021,"lang":"en","type":"article","venue":"Journal of Environmental Engineering and Science","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Permeability (electromagnetism); Polyvinyl alcohol; Materials science; Composite material; Polypropylene; Fiber; Bentonite; Environmental science; Geotechnical engineering; Geology; Chemistry","score_opus":0.012587602648865964,"score_gpt":0.2221347034498581,"score_spread":0.20954710080099215,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3204253533","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974158,0.00054900715,0.0017709591,0.00003018521,0.000109391374,0.000027026657,0.0000037680863,0.00001976921,0.00007411695],"genre_scores_gemma":[0.997716,0.00017205211,0.00205531,0.0000030406216,0.000025925105,6.6905795e-7,0.0000013345202,0.000010576468,0.0000150718],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99916387,0.000008852345,0.00028045735,0.00011842757,0.00025911076,0.00016929311],"domain_scores_gemma":[0.9996786,0.000041625448,0.00002951742,0.000108827815,0.000022901664,0.00011853599],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005490898,0.000099345394,0.00017046314,0.000075777,0.00004097239,0.000023613236,0.00007552724,0.000043576125,0.000027522117],"category_scores_gemma":[0.00011252623,0.00007814948,0.000036434405,0.00009366972,0.00011063501,0.00015527786,0.000050048817,0.00015628482,6.1164576e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000019042711,0.000011407327,0.00006513112,0.000041337174,0.000004357414,0.0000031289417,0.00011232448,0.5656256,0.43152675,0.0000068636728,8.0316056e-7,0.0026003693],"study_design_scores_gemma":[0.00038266333,0.00011259346,0.007930644,0.000070342074,0.00002251353,0.00016402786,0.000066327055,0.8430756,0.14783642,0.000050590876,0.00013456542,0.0001537531],"about_ca_topic_score_codex":9.13231e-7,"about_ca_topic_score_gemma":8.776293e-8,"teacher_disagreement_score":0.28369033,"about_ca_system_score_codex":0.000050565635,"about_ca_system_score_gemma":0.000011376395,"threshold_uncertainty_score":0.31868434},"labels":[],"label_agreement":null},{"id":"W3206967377","doi":"10.1007/s41062-021-00605-x","title":"Seismic response of end-bearing fibre-reinforced polymer (FRP) piles in cohesionless soils","year":2021,"lang":"en","type":"article","venue":"Innovative Infrastructure Solutions","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Fibre-reinforced plastic; Geotechnical engineering; Pile; Earthquake shaking table; Foundation (evidence); Soil water; Bearing (navigation); Geology; Pile cap; Materials science; Structural engineering; Engineering; Composite material","score_opus":0.00950876525073457,"score_gpt":0.22032118126781824,"score_spread":0.21081241601708367,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3206967377","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8937584,0.0002302234,0.10450777,0.00012926791,0.00025584188,0.00011435371,0.0000672883,0.0002394848,0.000697379],"genre_scores_gemma":[0.99893343,0.00001635023,0.00076881796,0.000033936914,0.000035141715,0.000019969704,0.00005897804,0.00003198569,0.00010137583],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986878,0.00006379447,0.00051541574,0.0001965019,0.00019273798,0.0003437495],"domain_scores_gemma":[0.99912643,0.000187488,0.00006058263,0.00029542897,0.00027906246,0.000051005252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023415945,0.00020140357,0.0002824273,0.00030128626,0.000070382484,0.000019762958,0.0001355377,0.00020096288,0.000101889236],"category_scores_gemma":[0.00040545466,0.00021715774,0.00005519202,0.0020538634,0.00010359756,0.00015443652,0.0000792771,0.00040906208,0.000004574871],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021034259,0.000007276556,0.0002427626,0.000050133418,0.00002386213,0.000005582845,0.00045510998,0.8234599,0.16837749,0.0063992143,0.00013343009,0.00082418683],"study_design_scores_gemma":[0.00090352236,0.000057991732,0.15954193,0.00028673667,0.000015884068,0.00004584483,0.000746656,0.5856119,0.2503863,0.001042059,0.0008009378,0.0005602264],"about_ca_topic_score_codex":0.000033651937,"about_ca_topic_score_gemma":0.000010964272,"teacher_disagreement_score":0.23784801,"about_ca_system_score_codex":0.00015481666,"about_ca_system_score_gemma":0.00015084539,"threshold_uncertainty_score":0.8855436},"labels":[],"label_agreement":null},{"id":"W3208298684","doi":"10.1680/jgein.21.00015a","title":"Influence of geosynthetic stiffness on analytical solutions for reinforced fill over void","year":2021,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"","keywords":"Stiffness; Reinforcement; Limit state design; Serviceability (structure); Structural engineering; Ultimate tensile strength; Geosynthetics; Geotechnical engineering; Materials science; Engineering; Composite material","score_opus":0.012669182853983513,"score_gpt":0.23683913529168138,"score_spread":0.22416995243769786,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3208298684","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9567317,0.000038606682,0.03938712,0.00026310066,0.00050371006,0.00013312514,0.00024089163,0.00020676682,0.002494977],"genre_scores_gemma":[0.99925715,0.00003471994,0.00020272605,0.00003059801,0.000053113163,0.000025387744,0.00007202863,0.000024380694,0.00029991622],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990221,0.000009258632,0.0003066539,0.00016562932,0.00026333143,0.00023302341],"domain_scores_gemma":[0.999196,0.00019551547,0.00003394205,0.00024404815,0.0002707166,0.00005980553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001290211,0.00012708048,0.00015489808,0.000099129094,0.000044673117,0.00002100022,0.00017894707,0.00010549471,0.00012032566],"category_scores_gemma":[0.0007039601,0.00013680545,0.000107514,0.00013894867,0.000050950526,0.000058196754,0.000047810354,0.00013065842,0.000013571941],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009548389,0.000025637646,0.000005393955,0.00003723202,0.000032184595,0.000001313664,0.000028467832,0.9523903,0.0029305227,0.043182906,0.00012856271,0.0012278993],"study_design_scores_gemma":[0.00026195854,0.000022432134,0.0019797548,0.00008280055,0.000021008656,0.0000063612338,0.00001716487,0.98783433,0.0027754882,0.0008168564,0.0060296333,0.00015220845],"about_ca_topic_score_codex":0.0000061814367,"about_ca_topic_score_gemma":0.000005849514,"teacher_disagreement_score":0.04252543,"about_ca_system_score_codex":0.00007487217,"about_ca_system_score_gemma":0.000029140292,"threshold_uncertainty_score":0.55787647},"labels":[],"label_agreement":null},{"id":"W3209342881","doi":"10.1680/jgein.21.00032a","title":"Effect of temperature on the mechanical properties of two polymeric geogrid materials","year":2021,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Geogrid; Ultimate tensile strength; Geosynthetics; Materials science; Composite material; Brittleness; Reinforcement; Polypropylene; Composite number; Geotechnical engineering; Geology","score_opus":0.0062437188141703966,"score_gpt":0.20548649365093719,"score_spread":0.19924277483676678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3209342881","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99802035,0.00012522924,0.00028804754,0.00023847733,0.0006853998,0.00006862046,0.000043967273,0.0000591759,0.00047075364],"genre_scores_gemma":[0.9997464,0.000042406406,0.000044250282,0.000014831386,0.000056864432,0.000013037731,0.000012526631,0.0000152343055,0.0000544768],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99934393,0.000048431797,0.000209629,0.000087443885,0.00022258087,0.000087967004],"domain_scores_gemma":[0.99960047,0.00009605934,0.000029868566,0.0001775405,0.00007874923,0.00001729792],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002064652,0.000094370436,0.00014584471,0.000034995144,0.000016094164,0.000014700569,0.00015792184,0.000056879413,0.00017198268],"category_scores_gemma":[0.00026511162,0.000062581705,0.0000560904,0.00008035577,0.000032865337,0.000018886376,0.000038236594,0.000101679296,0.0000058251167],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016415435,0.000022992623,0.0000061283804,0.00007174245,0.000038404487,0.0000011651446,0.000029685658,0.06621314,0.9246032,0.008127335,0.000028615526,0.00084117416],"study_design_scores_gemma":[0.00012931826,0.000050646362,0.00004011416,0.00010857209,0.000011836827,0.000006380298,0.000008359388,0.016927201,0.9823699,0.000092857976,0.00019461563,0.00006017153],"about_ca_topic_score_codex":0.0000059180948,"about_ca_topic_score_gemma":0.0000012747751,"teacher_disagreement_score":0.05776672,"about_ca_system_score_codex":0.000017570283,"about_ca_system_score_gemma":0.000009258056,"threshold_uncertainty_score":0.2552008},"labels":[],"label_agreement":null},{"id":"W3210563338","doi":"10.1016/j.conbuildmat.2021.125343","title":"Analytical and experimental study of using recycled tire products in pavement-grade concrete suited for hot weather climates","year":2021,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Kuwait Foundation for the Advancement of Sciences","keywords":"Hot weather; Environmental science; Materials science; Composite material; Forensic engineering; Meteorology; Engineering","score_opus":0.026312586944187675,"score_gpt":0.26921515051394895,"score_spread":0.24290256356976128,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3210563338","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988623,0.00016841422,0.00049560145,0.00000887205,0.00020845418,0.00018466756,0.000009199313,0.000058044414,0.000004430493],"genre_scores_gemma":[0.99790245,0.000027065797,0.0020067052,0.0000024279636,0.000025278601,0.00001399538,0.000006610381,0.000013761234,0.0000017322396],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99942416,0.000025519392,0.0002400539,0.0001526082,0.00005153324,0.00010614645],"domain_scores_gemma":[0.99982,0.000026301605,0.000027642782,0.00007205269,0.000028331193,0.00002570731],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011784826,0.00008963071,0.00020698592,0.00006240401,0.000029598325,0.000036018646,0.00001845664,0.000052182368,0.000012410526],"category_scores_gemma":[0.00004341253,0.00009177189,0.000009907675,0.000107562504,0.000036253743,0.000053106094,0.000020435424,0.000025818686,3.517157e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014866917,0.000018165605,0.0011736727,0.00012741271,0.000018247974,0.0000010138514,0.00015834774,0.0013621481,0.9962025,0.0005115924,0.0000016157356,0.00041037833],"study_design_scores_gemma":[0.0010600886,0.00006095085,0.0006400215,0.00007771586,0.000027270158,0.0000199359,0.0010950031,0.034701854,0.96210325,0.000043969118,0.000040054172,0.00012991202],"about_ca_topic_score_codex":0.00001595132,"about_ca_topic_score_gemma":0.0000011959252,"teacher_disagreement_score":0.03409931,"about_ca_system_score_codex":0.000021141794,"about_ca_system_score_gemma":0.000005680736,"threshold_uncertainty_score":0.3742349},"labels":[],"label_agreement":null},{"id":"W3212258772","doi":"10.4417/ijgch-06-04-05","title":"Reliability Assessment of Internal Stability Limit States for Two As-Built Geosynthetic MSE Walls","year":2021,"lang":"en","type":"article","venue":"ISSMGE International Journal of Geoengineering Case Histories","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Limit state design; Stiffness; Reliability (semiconductor); Structural engineering; Limit (mathematics); Reinforcement; Stability (learning theory); Engineering; Geotechnical engineering; Geosynthetics; Mechanically stabilized earth; Ultimate tensile strength; Computer science; Materials science; Mathematics; Physics; Composite material","score_opus":0.010949406524628908,"score_gpt":0.2742208760152237,"score_spread":0.2632714694905948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3212258772","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7409611,0.0007675682,0.25382558,0.00016176522,0.0036681837,0.00013028258,0.00010660641,0.00012809799,0.0002508416],"genre_scores_gemma":[0.9925215,0.00010009693,0.0070058657,0.000013406678,0.00022739732,0.00001469017,0.000018097564,0.00004791804,0.000050974737],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.997975,0.000033907843,0.0010196727,0.00020213677,0.0005227383,0.00024653133],"domain_scores_gemma":[0.9972753,0.00043289192,0.00020799242,0.0002960043,0.0016396461,0.00014814723],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00060520705,0.0002482582,0.00045231465,0.00020092954,0.000039540693,0.000053593052,0.00031968355,0.000098230776,0.00009297818],"category_scores_gemma":[0.0010132923,0.00025687588,0.00029311283,0.00016733167,0.00006698687,0.0002884784,0.00006600592,0.00035278464,9.809485e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047995214,0.0001354423,0.00017047167,0.00028340265,0.00023026255,0.00054415275,0.0006208103,0.98340255,0.011223274,0.00094885024,0.00014694165,0.0022458353],"study_design_scores_gemma":[0.0024778026,0.0004893191,0.0013189544,0.0005494975,0.00022466131,0.006155663,0.0008073822,0.89359474,0.051760145,0.0022074073,0.039607994,0.000806416],"about_ca_topic_score_codex":0.00007053105,"about_ca_topic_score_gemma":0.0000367369,"teacher_disagreement_score":0.25156048,"about_ca_system_score_codex":0.0007896098,"about_ca_system_score_gemma":0.0001560891,"threshold_uncertainty_score":0.9999883},"labels":[],"label_agreement":null},{"id":"W3216270027","doi":"10.32920/ryerson.14648406.v1","title":"Reliability-Based Ultimate Limit State Design of Micropiles in Ontario Soils","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"Ontario Centres of Excellence","keywords":"Reliability (semiconductor); Limit state design; Geotechnical engineering; Engineering; Judgement; Statistical analysis; Limit (mathematics); Structural engineering; Reliability engineering; Civil engineering; Mathematics; Statistics; Law","score_opus":0.01839114563068514,"score_gpt":0.19956118725851274,"score_spread":0.1811700416278276,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3216270027","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5525266,0.00011963976,0.44619435,0.000009759207,0.0002302019,0.00029423277,0.000009075223,0.0003447748,0.00027138914],"genre_scores_gemma":[0.9623415,0.000073853604,0.03729372,0.000008329966,0.0000060544344,0.00006030161,0.00009380056,0.000050036157,0.00007243331],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985644,0.000051147923,0.00060213706,0.0003405711,0.00017026735,0.00027144962],"domain_scores_gemma":[0.99908847,0.00013155545,0.000050496477,0.0005647749,0.00010291013,0.00006180947],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003171682,0.00029134718,0.0005003393,0.0001579544,0.0000101066935,0.000038348975,0.0002047607,0.00033303606,0.00010097954],"category_scores_gemma":[0.00007873185,0.00030577122,0.0001203331,0.00015357615,0.000030862713,0.00004134073,0.00010197486,0.00075677724,0.0000038591784],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008026225,0.000053155793,0.00038687693,0.000734651,0.000016349572,0.000005236019,0.000253418,0.99403965,0.0040547247,0.0000054167044,0.00002241475,0.00042007366],"study_design_scores_gemma":[0.00025715906,0.000022250997,0.0076243295,0.0004036792,0.000015402036,4.4324076e-7,0.000017033284,0.97232896,0.018677143,0.00024811714,0.00006576638,0.0003397352],"about_ca_topic_score_codex":0.016207863,"about_ca_topic_score_gemma":0.022351101,"teacher_disagreement_score":0.4098149,"about_ca_system_score_codex":0.00041245302,"about_ca_system_score_gemma":0.00024720636,"threshold_uncertainty_score":0.99993944},"labels":[],"label_agreement":null},{"id":"W325034824","doi":"","title":"Highway Embankment Construction Over Soft Soils in the Lower Mainland of British Columbia","year":2009,"lang":"en","type":"article","venue":"2009 ANNUAL CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION IN A CLIMATE OF CHANGE","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Levee; Geotechnical engineering; Culvert; Civil engineering; Engineering; Drainage; Road construction; Subgrade","score_opus":0.008102666266044436,"score_gpt":0.18943437437426597,"score_spread":0.18133170810822152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W325034824","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976243,0.00006364058,0.00023650369,0.00023625312,0.00014544447,0.0002912251,0.0012796515,0.000014559081,0.00010841924],"genre_scores_gemma":[0.9994208,0.0002843614,0.000049030667,0.000033652494,0.00000923001,0.00001782016,0.00016738803,0.000006989089,0.000010708259],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99852085,0.00004034867,0.0007280765,0.00011227417,0.000440485,0.00015797211],"domain_scores_gemma":[0.999203,0.0000717936,0.00033590567,0.0000946616,0.00026886901,0.00002575445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032901438,0.000094155104,0.00027388186,0.00006704669,0.000024892812,0.000009761124,0.00008768441,0.00011651985,0.00003336976],"category_scores_gemma":[0.00002432541,0.0001077244,0.00005440139,0.00038505098,0.000041400235,0.00018975782,6.372199e-7,0.00011499549,3.24039e-8],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006134924,0.001335436,0.50979275,0.004683914,0.00022712159,0.000016020034,0.04006392,0.39529598,0.00833728,0.012550378,0.0037631835,0.02332052],"study_design_scores_gemma":[0.0009956546,0.00009190393,0.99474496,0.00031168672,0.000032832366,2.3660985e-7,0.0010381136,0.0018829027,0.00030648813,0.00040384874,0.00008470349,0.000106647334],"about_ca_topic_score_codex":0.05903053,"about_ca_topic_score_gemma":0.7507221,"teacher_disagreement_score":0.6916916,"about_ca_system_score_codex":0.000068833964,"about_ca_system_score_gemma":0.00007196656,"threshold_uncertainty_score":0.94723547},"labels":[],"label_agreement":null},{"id":"W325428405","doi":"10.5962/bhl.title.47425","title":"Review of Design Elements for Beach-Fill Evaluation","year":2018,"lang":"en","type":"book","venue":"Biodiversity Heritage Library (Smithsonian Institution)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Canada Excellence Research Chairs, Government of Canada","keywords":"Beach nourishment; Coastal erosion; Shore; Flooding (psychology); Storm; Erosion; Coastal engineering; Hydrology (agriculture); Environmental science; Geography; Oceanography; Environmental resource management; Geology; Geotechnical engineering; Geomorphology","score_opus":0.029049570569413215,"score_gpt":0.2169624104584147,"score_spread":0.18791283988900148,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W325428405","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00039657368,0.19959466,0.43978494,0.0011505886,0.008465739,0.021899162,0.012518089,0.0073162266,0.308874],"genre_scores_gemma":[0.008865714,0.2913806,0.3610804,0.009725974,0.0064154156,0.002445733,0.025339259,0.0015058877,0.293241],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99837154,0.000052335487,0.0005489381,0.0003557371,0.00039339485,0.0002780348],"domain_scores_gemma":[0.999018,0.00006183735,0.00017263842,0.00044003737,0.00018333126,0.00012412941],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00043337105,0.0003724429,0.0005088388,0.00019135447,0.00014320012,0.000034551027,0.00040182684,0.0004252781,0.0005053003],"category_scores_gemma":[0.00012900299,0.00042319615,0.00024148174,0.00020589231,0.00015605059,0.0006283291,0.00008436713,0.00021866238,0.00010525116],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003808778,0.0000648107,0.00018249045,0.025385195,0.00028159196,0.0000042145184,0.00010547499,0.012082462,0.000005594941,0.0012456602,0.95437664,0.006227809],"study_design_scores_gemma":[0.00088300015,0.00023234724,0.00032050733,0.009795289,0.0005376902,0.0000034583215,0.00000842576,0.022047741,0.0002311015,0.0005484143,0.96459144,0.0008005684],"about_ca_topic_score_codex":0.0000016331918,"about_ca_topic_score_gemma":6.7077e-7,"teacher_disagreement_score":0.091785945,"about_ca_system_score_codex":0.0002961056,"about_ca_system_score_gemma":0.00037051507,"threshold_uncertainty_score":0.99982196},"labels":[],"label_agreement":null},{"id":"W37969858","doi":"10.1016/j.cjcpc.2023.05.003","title":"Measuring the performance of geosynthetic reinforcement in a Colorado bridge structure.","year":2001,"lang":"en","type":"article","venue":"CJC Pediatric and Congenital Heart Disease","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Stollery Children’s Hospital Foundation; Women and Children's Health Research Institute","keywords":"Bridge (graph theory); Abutment; Settlement (finance); Engineering; Civil engineering; Geotechnical engineering; Pier; Reinforcement; Forensic engineering; Structural engineering; Computer science","score_opus":0.008550419464578164,"score_gpt":0.18522987649743952,"score_spread":0.17667945703286136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W37969858","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99777883,0.0016808646,0.00014665528,0.000027662776,0.00006896801,0.00014890403,0.00000840055,0.000060870592,0.000078843106],"genre_scores_gemma":[0.9994826,0.00040244678,0.0000056000035,0.000013397885,0.00004927548,0.000015163996,0.00000417967,0.000011090224,0.000016257476],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99943304,0.000009344681,0.00017788842,0.00009191295,0.00012268545,0.00016515603],"domain_scores_gemma":[0.99970764,0.0000308257,0.000012278991,0.0001291455,0.000024951925,0.00009516563],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006598259,0.00009567319,0.00011031778,0.00006177474,0.00003654164,0.000011416237,0.000061504674,0.00003377135,0.000014382526],"category_scores_gemma":[0.000031637588,0.00007832071,0.000024037021,0.00026305797,0.000028239287,0.00006584894,0.000021839965,0.00009406046,0.0000028251761],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007852312,0.000031192485,0.1594697,0.00038354372,0.0000111204345,0.000008475458,0.00016572802,0.8366836,0.00017928483,0.00009066749,0.00005382603,0.0028443595],"study_design_scores_gemma":[0.0003077594,0.00003680878,0.58466315,0.00001183542,0.000039511993,0.000005577015,0.000015252524,0.4144962,0.000031103165,0.000036898055,0.0002168089,0.00013904825],"about_ca_topic_score_codex":0.000017924816,"about_ca_topic_score_gemma":0.0000070764863,"teacher_disagreement_score":0.4251935,"about_ca_system_score_codex":0.000021553908,"about_ca_system_score_gemma":0.000019662073,"threshold_uncertainty_score":0.31938258},"labels":[],"label_agreement":null},{"id":"W4200030765","doi":"10.1061/(asce)gm.1943-5622.0002292","title":"Seismic Bearing Capacity of Geosynthetic Reinforced Strip Footings Using Upper Bound Limit Analysis","year":2021,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Bearing capacity; Geotechnical engineering; Limit analysis; Reinforcement; Cohesion (chemistry); Geosynthetics; Structural engineering; Ultimate tensile strength; Geology; Engineering; Materials science; Finite element method; Composite material","score_opus":0.01506292693190286,"score_gpt":0.22122754120373708,"score_spread":0.20616461427183422,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200030765","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.607754,0.00011269648,0.39155218,0.000033854958,0.00046143186,0.000017126737,0.000008413783,0.000024416722,0.000035871402],"genre_scores_gemma":[0.9978482,0.00014529075,0.0018547358,0.000015381574,0.00008820681,4.513655e-7,0.0000075154726,0.000019507723,0.000020697478],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986492,0.000017640119,0.0006038972,0.00009560533,0.00047919824,0.00015445055],"domain_scores_gemma":[0.9988023,0.00007158727,0.0002048231,0.00014120559,0.0007088865,0.00007119099],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002981174,0.00012076445,0.00029194832,0.00037953237,0.000025345586,0.000049220325,0.00025047842,0.00010291234,0.000051462335],"category_scores_gemma":[0.0002929967,0.00012907427,0.00028172726,0.00046066433,0.000012203693,0.00016583425,0.000051807743,0.0002588452,0.0000013410614],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006295344,0.000014176266,0.00007356116,0.000023138422,0.00060563604,0.000012069724,0.00010124063,0.96677357,0.03087549,0.0005965954,0.0000033280103,0.00091490254],"study_design_scores_gemma":[0.00022624402,0.000023376242,0.0002614403,0.00009024641,0.00021648804,0.00009950282,0.000068116,0.9789084,0.019161271,0.0005691817,0.00026033254,0.00011540957],"about_ca_topic_score_codex":0.00003139689,"about_ca_topic_score_gemma":0.000006068878,"teacher_disagreement_score":0.39009422,"about_ca_system_score_codex":0.0001818803,"about_ca_system_score_gemma":0.00005220312,"threshold_uncertainty_score":0.52634954},"labels":[],"label_agreement":null},{"id":"W4200177071","doi":"10.1080/19386362.2021.2014685","title":"Consolidated drained behaviour of PVA fibre reinforced cemented Toyoura Sand","year":2021,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada); Western University","funders":"","keywords":"Materials science; Composite material; Dilatant; Curing (chemistry); Brittleness; Residual strength; Cement; Compaction; Void ratio; Geotechnical engineering; Geology","score_opus":0.0062972744292676,"score_gpt":0.21622492563645831,"score_spread":0.2099276512071907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200177071","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6875174,0.0005565968,0.30878395,0.00035940393,0.0017749455,0.00012103156,0.00004334917,0.00041595247,0.00042737633],"genre_scores_gemma":[0.9976854,0.00015046564,0.0018827906,0.000018473373,0.0001392267,0.0000032623777,0.000030768606,0.00004020287,0.000049466656],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981863,0.000013398897,0.0009146172,0.00012393767,0.00053747516,0.00022427399],"domain_scores_gemma":[0.9987031,0.00011619525,0.00015047996,0.00019840267,0.0006968757,0.00013489599],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023804126,0.00019731087,0.00036845997,0.00025901746,0.000015131609,0.000039400315,0.0003826579,0.00018653413,0.00010599841],"category_scores_gemma":[0.00056519,0.00020450474,0.00021243183,0.00033120788,0.00003018267,0.00019624179,0.00007694213,0.0004531643,0.0000031273842],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020025516,0.00002508198,0.000017073307,0.00004049173,0.00015060953,0.00011958587,0.00003115704,0.8962289,0.10186319,0.0006159641,0.00013834973,0.00074955996],"study_design_scores_gemma":[0.001532409,0.00012704608,0.0013711435,0.00051817833,0.000078383324,0.0006905815,0.000046687135,0.84544647,0.14588541,0.000070772876,0.0038483834,0.0003845618],"about_ca_topic_score_codex":0.0000047403005,"about_ca_topic_score_gemma":4.1087236e-7,"teacher_disagreement_score":0.31016794,"about_ca_system_score_codex":0.0001352597,"about_ca_system_score_gemma":0.00006064604,"threshold_uncertainty_score":0.8339461},"labels":[],"label_agreement":null},{"id":"W4200367326","doi":"10.18280/mmep.080608","title":"The Effect of Geotextile Layers and Configuration on Soil Bearing Capacity","year":2021,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"University of Thi-Qar","keywords":"Geotextile; Geotechnical engineering; Bearing capacity; Foundation (evidence); Ultimate tensile strength; Geosynthetics; Materials science; Reinforcement; Load bearing; Bearing (navigation); Composite material; Geology; Computer science; Law","score_opus":0.010965794584040858,"score_gpt":0.1776719467694089,"score_spread":0.16670615218536805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200367326","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48020223,0.00035229942,0.5186445,0.000056394412,0.000056520646,0.000100941805,0.0000015103361,0.00020596097,0.00037960627],"genre_scores_gemma":[0.9986973,0.00012537268,0.0010787777,0.0000017925386,0.000016317901,0.000023821707,0.0000022470665,0.000027227583,0.000027175554],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99932265,0.000013875249,0.0002091421,0.00013682879,0.00012638528,0.0001911415],"domain_scores_gemma":[0.9993769,0.00036251076,0.000016784774,0.0001501478,0.000024838835,0.00006881584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027848483,0.0001520404,0.00020867452,0.00003146454,0.00006950652,0.00005235037,0.000045316807,0.0000906283,0.0000021242276],"category_scores_gemma":[0.00008719429,0.00011543856,0.000034952096,0.000094836265,0.00004015061,0.000042402346,0.000017678483,0.00019931022,0.0000020143125],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000019033819,0.0000041426583,0.0000018032365,0.0007277379,0.000018353256,5.12557e-7,0.00014147397,0.9841736,0.0036126748,0.01031117,0.0000039204638,0.0010027378],"study_design_scores_gemma":[0.00014449688,0.000056246827,0.000012617366,0.00018746825,0.00001645893,0.0000067675314,0.000009499337,0.987025,0.010717971,0.0015537615,0.00015130914,0.00011837527],"about_ca_topic_score_codex":0.0000030495803,"about_ca_topic_score_gemma":6.791957e-7,"teacher_disagreement_score":0.518495,"about_ca_system_score_codex":0.00001549201,"about_ca_system_score_gemma":0.0000032681696,"threshold_uncertainty_score":0.4707448},"labels":[],"label_agreement":null},{"id":"W4205096104","doi":"10.1139/t03-018","title":"BOOK REVIEW / CRITIQUE DE LIVREFLAC and numerical modeling in geomechanics 2001","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geomechanics; Geotechnical engineering; Geology","score_opus":0.011141054326162459,"score_gpt":0.21775602802931487,"score_spread":0.2066149737031524,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205096104","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000983377,0.19380079,0.8021477,0.0019135929,0.0001839712,0.00023880583,0.0000056266904,0.00022561925,0.0005005465],"genre_scores_gemma":[0.8663645,0.12241492,0.0018097886,0.009062873,0.00010286463,0.000041798947,0.000004988415,0.00010704267,0.00009125768],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986366,0.00005803984,0.00038487677,0.00015331483,0.00012678333,0.0006403573],"domain_scores_gemma":[0.9989106,0.000035711237,0.000017196697,0.00016062243,0.000045702393,0.0008301399],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007061396,0.00016845674,0.00026229443,0.00019064375,0.00007268367,0.00004118578,0.00013843339,0.00024480018,0.00023383519],"category_scores_gemma":[0.0005309501,0.00018113284,0.00006155046,0.00029902015,0.000013850759,0.00011612217,0.000009696615,0.00096956606,0.000007336232],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[6.9884237e-7,0.0000076935685,0.0000038026965,0.00012756196,0.0000054860857,0.000081224716,0.000009508236,0.982723,0.00003941585,0.000529486,0.014885691,0.0015864323],"study_design_scores_gemma":[0.00013403174,0.000022325561,0.000009261345,0.0004873834,0.000010425541,0.00057927286,0.0000063286748,0.8611651,0.000008275005,0.0008908637,0.13648759,0.00019915638],"about_ca_topic_score_codex":0.0006592071,"about_ca_topic_score_gemma":0.00035991365,"teacher_disagreement_score":0.8653811,"about_ca_system_score_codex":0.00046550867,"about_ca_system_score_gemma":0.0002135165,"threshold_uncertainty_score":0.7386383},"labels":[],"label_agreement":null},{"id":"W4205158572","doi":"10.1139/cgj-2019-0814","title":"Undrained capacity of circular shallow foundations on two-layer clays under combined VHMT loading","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Western University","funders":"China Scholarship Council","keywords":"Serviceability (structure); Geotechnical engineering; Geology; Bearing capacity; Shallow foundation; Engineering; Structural engineering","score_opus":0.023446244745945633,"score_gpt":0.21772882182350592,"score_spread":0.19428257707756028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205158572","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7741366,0.00023011386,0.21539536,0.0024979361,0.0017956578,0.0005805407,0.00016192356,0.0007786802,0.0044231745],"genre_scores_gemma":[0.99936277,0.000011134421,0.0001884181,0.00022155006,0.0000807773,0.000023906112,0.000024968807,0.000054028245,0.00003244133],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99837357,0.00007185979,0.00046676368,0.00019031506,0.00039594583,0.0005015518],"domain_scores_gemma":[0.9988709,0.00009698817,0.00006610046,0.00032768043,0.00008536985,0.00055297394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005001403,0.0001996868,0.00027454578,0.00043749006,0.0004241804,0.000052566622,0.00038419166,0.00013342238,0.0005790206],"category_scores_gemma":[0.00015536304,0.00022934921,0.00021360967,0.0005906917,0.00006692434,0.00009162523,0.00003879679,0.0012458656,0.000013387801],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000050919684,0.00002714337,0.000028191489,0.00001512634,0.000049466922,0.000022660659,0.00003850286,0.9868286,0.0036966633,0.008404196,0.00044421564,0.0004400936],"study_design_scores_gemma":[0.0013590613,0.0003539235,0.0030234887,0.0000718874,0.00007743398,0.00032313404,0.00015687809,0.967689,0.00036896026,0.0094342325,0.016502852,0.0006391428],"about_ca_topic_score_codex":0.0014567764,"about_ca_topic_score_gemma":0.0009455057,"teacher_disagreement_score":0.22522616,"about_ca_system_score_codex":0.0012015944,"about_ca_system_score_gemma":0.00022339047,"threshold_uncertainty_score":0.9352589},"labels":[],"label_agreement":null},{"id":"W4205237324","doi":"10.3934/geosci.2022005","title":"Shear strength of fibre reinforced cemented Toyoura sand","year":2022,"lang":"en","type":"article","venue":"AIMS Geosciences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Materials science; Cement; Composite material; Compaction; Shear strength (soil); Portland cement; Polyvinyl alcohol; Geology; Soil water","score_opus":0.007811986669763028,"score_gpt":0.19629755615331795,"score_spread":0.18848556948355494,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205237324","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98973864,0.00016436468,0.006155396,0.000060437767,0.0004059939,0.000102367085,0.000022380893,0.00029236893,0.0030580608],"genre_scores_gemma":[0.99948937,0.00001733286,0.0001929876,0.000011074684,0.000010875345,0.00001387962,0.000010276577,0.000006449784,0.00024775945],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99930966,0.000009542669,0.00016129356,0.00010277977,0.00025582057,0.00016087887],"domain_scores_gemma":[0.9997658,0.000029349749,0.000021257189,0.00012936175,0.000015795666,0.00003845187],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016198716,0.000067934554,0.00009269515,0.00007001727,0.000100946985,0.000012123145,0.00018078735,0.000019862782,0.00019780027],"category_scores_gemma":[0.00003257696,0.00006521675,0.000030055544,0.00046238402,0.000042365293,0.00007973462,0.00005220714,0.00009194837,0.000002288492],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000014523614,0.0000053140993,0.00007534963,0.000018300987,0.000003314546,6.047883e-7,0.00015558556,0.99260944,0.004208651,0.0005572999,0.00020605687,0.0021586537],"study_design_scores_gemma":[0.0001673372,0.00015657496,0.0014506342,0.000009922851,0.000005369949,0.0000035645937,0.00044411625,0.98476595,0.0043216953,0.00008926672,0.008438382,0.0001471914],"about_ca_topic_score_codex":0.00006533223,"about_ca_topic_score_gemma":0.0000016337251,"teacher_disagreement_score":0.009750734,"about_ca_system_score_codex":0.000025298756,"about_ca_system_score_gemma":0.000014152457,"threshold_uncertainty_score":0.26594618},"labels":[],"label_agreement":null},{"id":"W4205367270","doi":"10.1007/s40515-021-00214-2","title":"Predicting the Compactability of Artificially Cemented Fine-Grained Soils Blended with Waste-Tire-Derived Aggregates","year":2022,"lang":"en","type":"article","venue":"Transportation Infrastructure Geotechnology","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Compaction; Soil water; Lime; Materials science; Mineralogy; Composite material; Chemistry; Soil science; Geology; Metallurgy","score_opus":0.004097282101307641,"score_gpt":0.17536502709867263,"score_spread":0.171267744997365,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205367270","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9791087,0.000097736796,0.01873689,0.00036433592,0.00018068292,0.00040830395,0.0001265927,0.000923335,0.000053457738],"genre_scores_gemma":[0.99909925,0.00000897477,0.00052681594,0.000014073801,0.000017991722,0.00011158182,0.00017873803,0.00003811115,0.0000044655435],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985911,0.000039621875,0.0005254056,0.00024236829,0.00029637018,0.00030509426],"domain_scores_gemma":[0.99923956,0.00009313946,0.00014471497,0.000390256,0.000091560134,0.000040754334],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017736964,0.0002290468,0.00030132165,0.00015424045,0.00020414562,0.000009576464,0.00030467976,0.00014525298,0.00016794597],"category_scores_gemma":[0.00004792743,0.00018466357,0.00006761595,0.00073022634,0.00019183599,0.00006611005,0.0000147134315,0.00059412344,5.6783e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056421763,0.00002087939,0.00209471,0.00009351234,0.00006451435,0.0000025752522,0.00081387075,0.98077756,0.011696128,0.001165807,0.000021403357,0.0031926034],"study_design_scores_gemma":[0.0020736963,0.0006925569,0.086168684,0.00006516213,0.00020986711,0.000025854713,0.0045893663,0.86088246,0.036528967,0.0069585666,0.001081045,0.00072378066],"about_ca_topic_score_codex":0.00006348216,"about_ca_topic_score_gemma":0.00028906736,"teacher_disagreement_score":0.11989512,"about_ca_system_score_codex":0.00007931184,"about_ca_system_score_gemma":0.000052584768,"threshold_uncertainty_score":0.75303614},"labels":[],"label_agreement":null},{"id":"W4205392305","doi":"10.21203/rs.3.rs-544440/v1","title":"An Experimental Study on the Effect of Micro-Metakaolin on the Strength and Swelling Characteristics of Expansive Soils","year":2022,"lang":"en","type":"preprint","venue":"Research Square","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Metakaolin; Expansive clay; Swelling; Geotechnical engineering; Arid; Soil water; Expansive; Environmental science; Materials science; Soil science; Cement; Geology; Composite material; Compressive strength","score_opus":0.033116001126218826,"score_gpt":0.33767568348129157,"score_spread":0.30455968235507275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205392305","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99779546,0.00029655755,0.00006075793,0.00003160331,0.00011420541,0.0013930367,0.00011756071,0.00006931525,0.00012150495],"genre_scores_gemma":[0.99936694,0.000103943516,0.00000747481,0.0000020165912,0.000051389037,0.0003688484,0.000043165113,0.000049121027,0.000007084139],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99764884,0.0007374282,0.00032293118,0.00029226657,0.00073293736,0.0002656223],"domain_scores_gemma":[0.9972862,0.001718493,0.00006129542,0.000785242,0.000087428285,0.00006133278],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018611192,0.00023310148,0.00037365322,0.0001744378,0.00014036836,0.00004769471,0.00044143258,0.000121025856,0.00006603269],"category_scores_gemma":[0.00040974258,0.00014676424,0.00008760386,0.00022280418,0.00010012248,0.000019093075,0.00028092932,0.001452221,0.0000017728423],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034628322,0.0013044054,0.002496348,0.0024921247,0.00036446587,0.000020049958,0.012506096,0.91288733,0.062809706,0.00089993037,0.00010471285,0.003768524],"study_design_scores_gemma":[0.0014729297,0.019012595,0.037792295,0.0019640794,0.00011570122,0.0000022949607,0.027921865,0.35327137,0.55708253,0.00015968064,0.00022333178,0.0009813639],"about_ca_topic_score_codex":0.0000586827,"about_ca_topic_score_gemma":0.000001737364,"teacher_disagreement_score":0.559616,"about_ca_system_score_codex":0.00010422157,"about_ca_system_score_gemma":0.000023088385,"threshold_uncertainty_score":0.63092583},"labels":[],"label_agreement":null},{"id":"W4206990523","doi":"10.32920/16840159","title":"Tensile Strength of Cement-Treated Champlain Sea Clay: An Experimental and Numerical Study","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Ultimate tensile strength; Geotechnical engineering; Compressive strength; Cement; Penetration test; Materials science; Tensile testing; Composite material; Penetration (warfare); Geology; Engineering; Subgrade","score_opus":0.015137071714502463,"score_gpt":0.2443262095545679,"score_spread":0.22918913784006545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206990523","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98621243,0.0003429565,0.011924951,0.0000047852454,0.0001586512,0.0003580808,0.000024823925,0.0005286231,0.00044471736],"genre_scores_gemma":[0.9989512,0.000015743535,0.00064956,0.0000038029857,0.000030168228,0.00005853558,0.00022222787,0.0000484615,0.000020280542],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886763,0.00004234322,0.00033578146,0.00035741742,0.00020415265,0.00019269677],"domain_scores_gemma":[0.99936265,0.000026027546,0.000032097698,0.00040317327,0.000055284865,0.00012074001],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00009427805,0.00027706404,0.00041811814,0.000080479105,0.000025785654,0.0000455816,0.00010992878,0.0002109633,0.000115984745],"category_scores_gemma":[0.000019768142,0.0002747027,0.00005388685,0.00012385378,0.000022075747,0.000052281077,0.00021034064,0.00030951772,9.474221e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011270813,0.0009797775,0.0034101857,0.00024475125,0.0001890024,0.000020762971,0.0014092111,0.9712458,0.02072728,0.000049943403,0.00005178973,0.0016601771],"study_design_scores_gemma":[0.00052118883,0.00030425077,0.0055019325,0.00006049965,0.000046901143,0.0000043115374,0.0025103884,0.9688539,0.021702887,0.0000071079,0.000044730838,0.00044192007],"about_ca_topic_score_codex":0.0003634748,"about_ca_topic_score_gemma":0.000012064144,"teacher_disagreement_score":0.01273881,"about_ca_system_score_codex":0.00006117974,"about_ca_system_score_gemma":0.000014723195,"threshold_uncertainty_score":0.9999705},"labels":[],"label_agreement":null},{"id":"W4207002206","doi":"10.1007/s10706-022-02061-5","title":"Effect of Love Wave Propagation on the Equivalent Seismic Bearing Capacity of Shallow Foundations Using 3D Coulomb Failure Mechanism","year":2022,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada); Rocscience (Canada)","funders":"","keywords":"Embedment; Bearing capacity; Seismic wave; Geology; Geotechnical engineering; Shallow foundation; Failure mechanism; Acceleration; Wavelength; Coulomb; Cohesion (chemistry); Seismology; Structural engineering; Engineering; Physics; Classical mechanics; Optics","score_opus":0.018299086993820976,"score_gpt":0.2057337111897787,"score_spread":0.18743462419595774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4207002206","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85511523,0.00006432254,0.1438755,0.0001224399,0.00010628587,0.00039484218,0.000017407183,0.00024463894,0.000059336584],"genre_scores_gemma":[0.99921715,0.000019041534,0.00063251256,0.00001227864,0.000025248191,0.00005187204,0.000009943617,0.000025671681,0.0000062865824],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99865896,0.00007155016,0.00040409435,0.00023691512,0.0003327439,0.00029572795],"domain_scores_gemma":[0.99912155,0.00044476223,0.000067034984,0.0002599786,0.00003719494,0.00006946887],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063713256,0.00023469454,0.0003586871,0.00010966354,0.00010275035,0.000012565534,0.00017890734,0.00015820118,0.00008165341],"category_scores_gemma":[0.00031639473,0.00017660472,0.00010953574,0.00036244965,0.00007891591,0.000054095006,0.00019862351,0.00064223475,0.0000016657145],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012749731,0.000025395739,0.0000100499,0.00018071271,0.000025226,0.0000019114657,0.0000410526,0.96549237,0.02699174,0.006578199,0.000002146942,0.0006384686],"study_design_scores_gemma":[0.00021887015,0.0005020556,0.00029077075,0.00005526259,0.00003922157,0.000021025899,0.000016999707,0.99054354,0.007397065,0.00052694173,0.00020438002,0.00018388094],"about_ca_topic_score_codex":0.000016826765,"about_ca_topic_score_gemma":7.4322196e-7,"teacher_disagreement_score":0.1441019,"about_ca_system_score_codex":0.00009425659,"about_ca_system_score_gemma":0.000008398217,"threshold_uncertainty_score":0.7201732},"labels":[],"label_agreement":null},{"id":"W4207054070","doi":"10.14195/2184-8394_106_6","title":"Análise dos métodos de controlo de integridade de geomembranas de PEAD usadas em aterros de RSU","year":2006,"lang":"pt","type":"article","venue":"Geotecnia","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomembrane Technologies (Canada)","funders":"","keywords":"Physics; Humanities; Philosophy","score_opus":0.005220520799976108,"score_gpt":0.20237479083495952,"score_spread":0.1971542700349834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4207054070","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6485782,0.0013388236,0.34729493,0.00056307734,0.0002617619,0.00039188215,0.00007836937,0.0009938432,0.0004990988],"genre_scores_gemma":[0.99577373,0.0001586845,0.0016022554,0.00032103714,0.00061444927,0.0001228228,0.00006796038,0.00021471379,0.0011243682],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9955341,0.00022572344,0.00080881367,0.0006168011,0.0003824448,0.002432112],"domain_scores_gemma":[0.99809563,0.00025144487,0.0001376398,0.0007614221,0.00011880698,0.0006350616],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0013394121,0.000744694,0.00071704463,0.000302479,0.00024590248,0.00028611664,0.00065393944,0.0011022184,0.00023186271],"category_scores_gemma":[0.0006590316,0.0008405377,0.00035464068,0.000574673,0.00010941607,0.00020553228,0.00012353696,0.0014334746,0.00014977195],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000777874,0.00013432204,0.0016553896,0.000401363,0.00008848,0.00014999483,0.0012953938,0.96063083,0.030969717,0.00040803736,0.0015273793,0.0026612862],"study_design_scores_gemma":[0.0018378422,0.0001423411,0.035284862,0.0002953441,0.00022411959,0.00022029647,0.00025543218,0.94465387,0.005839393,0.0010033854,0.009298622,0.0009444846],"about_ca_topic_score_codex":0.0045829485,"about_ca_topic_score_gemma":0.00084662304,"teacher_disagreement_score":0.3471955,"about_ca_system_score_codex":0.0015070094,"about_ca_system_score_gemma":0.0004063942,"threshold_uncertainty_score":0.99940455},"labels":[],"label_agreement":null},{"id":"W4207076653","doi":"10.32920/16840159.v1","title":"Tensile Strength of Cement-Treated Champlain Sea Clay: An Experimental and Numerical Study","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Ultimate tensile strength; Geotechnical engineering; Compressive strength; Cement; Penetration test; Materials science; Tensile testing; Composite material; Penetration (warfare); Geology; Engineering","score_opus":0.015137071714502463,"score_gpt":0.2443262095545679,"score_spread":0.22918913784006545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4207076653","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98621243,0.0003429565,0.011924951,0.0000047852454,0.0001586512,0.0003580808,0.000024823925,0.0005286231,0.00044471736],"genre_scores_gemma":[0.9989512,0.000015743535,0.00064956,0.0000038029857,0.000030168228,0.00005853558,0.00022222787,0.0000484615,0.000020280542],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886763,0.00004234322,0.00033578146,0.00035741742,0.00020415265,0.00019269677],"domain_scores_gemma":[0.99936265,0.000026027546,0.000032097698,0.00040317327,0.000055284865,0.00012074001],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00009427805,0.00027706404,0.00041811814,0.000080479105,0.000025785654,0.0000455816,0.00010992878,0.0002109633,0.000115984745],"category_scores_gemma":[0.000019768142,0.0002747027,0.00005388685,0.00012385378,0.000022075747,0.000052281077,0.00021034064,0.00030951772,9.474221e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011270813,0.0009797775,0.0034101857,0.00024475125,0.0001890024,0.000020762971,0.0014092111,0.9712458,0.02072728,0.000049943403,0.00005178973,0.0016601771],"study_design_scores_gemma":[0.00052118883,0.00030425077,0.0055019325,0.00006049965,0.000046901143,0.0000043115374,0.0025103884,0.9688539,0.021702887,0.0000071079,0.000044730838,0.00044192007],"about_ca_topic_score_codex":0.0003634748,"about_ca_topic_score_gemma":0.000012064144,"teacher_disagreement_score":0.01273881,"about_ca_system_score_codex":0.00006117974,"about_ca_system_score_gemma":0.000014723195,"threshold_uncertainty_score":0.9999705},"labels":[],"label_agreement":null},{"id":"W4210790627","doi":"10.1061/(asce)gm.1943-5622.0002331","title":"Nonlinear Slip-Failure Surface and Associated Lateral Earth Pressure","year":2022,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; SNC-Lavalin (Canada)","funders":"","keywords":"Slip (aerodynamics); Nonlinear system; Lateral earth pressure; Shearing (physics); Slip line field; Geometry; Geotechnical engineering; Mechanics; Structural engineering; Geology; Materials science; Engineering; Mathematics; Shear (geology); Physics; Composite material","score_opus":0.005101017697486748,"score_gpt":0.19691643765886419,"score_spread":0.19181541996137744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210790627","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9806607,0.0007303203,0.015368886,0.0005821351,0.0022317173,0.00007808891,0.000113501825,0.00014617432,0.00008847987],"genre_scores_gemma":[0.999008,0.00009829777,0.00061856274,0.00003320885,0.000091757574,0.000001149007,0.0000148852705,0.000019784515,0.00011438239],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99914473,0.000022667378,0.0002508436,0.000064905726,0.00040704053,0.00010981176],"domain_scores_gemma":[0.99961036,0.00003426418,0.00007944557,0.000055685567,0.00016573997,0.00005451321],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026885892,0.0000847702,0.00012527317,0.00008533136,0.00004182552,0.000035591882,0.00021518033,0.000047585174,0.00011486359],"category_scores_gemma":[0.000064032545,0.0000882444,0.000054370612,0.000101918384,0.000004880069,0.000108003194,0.00007637521,0.00035578373,0.0000014989255],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011893416,0.000032697146,0.000055737935,0.0000071258605,0.00014550197,0.000022656426,0.00010392892,0.9949088,0.0032860572,0.0003007981,0.0003466033,0.00077817583],"study_design_scores_gemma":[0.00062517135,0.00013378741,0.00023192371,0.000023549663,0.000029228153,0.0001765066,0.000058699792,0.9287381,0.0004928071,0.00067820394,0.06866713,0.0001448896],"about_ca_topic_score_codex":0.00000388993,"about_ca_topic_score_gemma":0.0000038943335,"teacher_disagreement_score":0.06832053,"about_ca_system_score_codex":0.00005405935,"about_ca_system_score_gemma":0.000018661793,"threshold_uncertainty_score":0.35985023},"labels":[],"label_agreement":null},{"id":"W4210901775","doi":"10.1002/nag.3341","title":"Nonlinear analysis of single pile settlement based on stress bubble fictitious soil pile model","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; Natural Science Foundation of Hubei Province; National Natural Science Foundation of China","keywords":"Pile; Geotechnical engineering; Settlement (finance); Nonlinear system; Parametric statistics; Softening; Structural engineering; Stress (linguistics); Displacement (psychology); Engineering; Mathematics; Computer science; Physics","score_opus":0.02505568667621921,"score_gpt":0.32454367351317176,"score_spread":0.29948798683695255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210901775","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0083064465,0.000045737164,0.99031645,0.00024924948,0.00040743325,0.0000755594,0.00044983593,0.000041007832,0.00010826039],"genre_scores_gemma":[0.8987044,0.000039796992,0.10072669,0.00017716056,0.000074966905,0.000042010382,0.00012955008,0.000033135595,0.00007229346],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99865264,0.0000659431,0.0004789155,0.0001775525,0.0004202878,0.00020467247],"domain_scores_gemma":[0.9992367,0.00035998513,0.00007244304,0.00010918284,0.000117279225,0.00010438611],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065969955,0.0001333371,0.00032235842,0.0004872248,0.000069911606,0.00003384006,0.0002241117,0.00005704808,0.00012591005],"category_scores_gemma":[0.00023259385,0.0001301189,0.00020487937,0.00056016096,0.000014319901,0.000043756947,0.00006599919,0.00034027468,2.581435e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000048915845,0.0003310019,0.000028389,0.000015741289,0.00020018872,0.000003581012,0.000025228246,0.99073195,0.00058642146,0.0016768537,0.00004491772,0.0063067777],"study_design_scores_gemma":[0.00040883038,0.00030184447,0.000012682777,0.00001530972,0.00012206733,0.0000036604904,0.00004849974,0.99329036,0.00048292827,0.0036706058,0.0015077748,0.00013544009],"about_ca_topic_score_codex":0.0000059920976,"about_ca_topic_score_gemma":0.000002522919,"teacher_disagreement_score":0.89039797,"about_ca_system_score_codex":0.00021008903,"about_ca_system_score_gemma":0.000021571206,"threshold_uncertainty_score":0.5306095},"labels":[],"label_agreement":null},{"id":"W4212988877","doi":"10.1139/cgj-2021-0069","title":"Field investigation into the performance of pipe pile in soft clay under static and cyclic axial loads","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Zhejiang University; Hunan Provincial Science and Technology Department","keywords":"Pile; Geotechnical engineering; Pore water pressure; Materials science; Dissipation; Cyclic stress; Dynamic load testing; Stress (linguistics); Composite material; Structural engineering; Geology; Engineering","score_opus":0.006293782934181005,"score_gpt":0.18394525841216872,"score_spread":0.1776514754779877,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4212988877","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9902439,0.0003473388,0.0076007335,0.0014819426,0.000149274,0.000097579024,0.0000027509552,0.000043069635,0.000033393844],"genre_scores_gemma":[0.99950385,0.00009543412,0.00007621667,0.00025187424,0.000031490927,0.000011699703,0.000003938838,0.0000146489665,0.000010853401],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992211,0.000038239577,0.0002588237,0.00008820845,0.00016807103,0.00022557045],"domain_scores_gemma":[0.9995404,0.00008861813,0.000031774976,0.00012763008,0.000020484855,0.00019107602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040841525,0.00008691691,0.000120152334,0.00014228211,0.00018116336,0.000023367533,0.00017920164,0.00007819385,0.00010095452],"category_scores_gemma":[0.00008345855,0.000080673184,0.00003494935,0.0002732534,0.000060339116,0.000069450514,0.00003191443,0.0007764434,0.0000015716575],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004183993,0.0000033958568,0.00040481973,0.000020255233,0.0000056726326,0.000004099311,0.00036935997,0.9927874,0.00091413513,0.000054933174,0.00026365762,0.005168076],"study_design_scores_gemma":[0.0003540769,0.00021460504,0.0103131095,0.000042884134,0.000012825692,0.00009402593,0.000263155,0.9833267,0.00038949982,0.0020600895,0.0027510296,0.00017802557],"about_ca_topic_score_codex":0.004646342,"about_ca_topic_score_gemma":0.0043503563,"teacher_disagreement_score":0.00990829,"about_ca_system_score_codex":0.00021897841,"about_ca_system_score_gemma":0.00012590995,"threshold_uncertainty_score":0.70239097},"labels":[],"label_agreement":null},{"id":"W4213306626","doi":"10.1007/s40891-022-00361-7","title":"Experimental Investigation of the Tensile Response of Stiff Fiberglass Geogrid Under Varying Temperatures","year":2022,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Quest University Canada; McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geogrid; Ultimate tensile strength; Materials science; Composite material; Reinforcement; Young's modulus; Geosynthetics; Modulus; Geotechnical engineering; Geology","score_opus":0.006159072691062782,"score_gpt":0.1931389721773446,"score_spread":0.18697989948628183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4213306626","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949389,0.00066581345,0.0032715863,0.0001293435,0.00090866303,0.00004012896,0.000016274249,0.000018379127,0.000010905203],"genre_scores_gemma":[0.99952894,0.00002726907,0.0003536179,0.00001269213,0.000047110745,0.0000028477239,0.0000019557679,0.000017381837,0.00000817667],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911016,0.000026981636,0.00035541752,0.000058762293,0.00036378356,0.00008487166],"domain_scores_gemma":[0.9995194,0.00013472557,0.000103681225,0.00008830463,0.00011696525,0.000036920283],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030093768,0.00009295341,0.0001409218,0.00014430779,0.000038076432,0.000021187325,0.00021059068,0.000030849398,0.000013127662],"category_scores_gemma":[0.000079794816,0.000080149,0.000076045406,0.00010234427,0.000033844048,0.00007517562,0.000083861414,0.00021174538,6.42202e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003123819,0.000011996518,0.000104667306,0.000016141174,0.000049580904,0.000001970125,0.00026515892,0.7537305,0.24526523,0.00041834428,0.000014032115,0.00009114778],"study_design_scores_gemma":[0.0009741034,0.00026469489,0.027324447,0.00030444778,0.000056091943,0.00043813192,0.0006649671,0.7063126,0.2608803,0.00043127176,0.002019552,0.00032938],"about_ca_topic_score_codex":0.000008061658,"about_ca_topic_score_gemma":1.8702421e-7,"teacher_disagreement_score":0.047417883,"about_ca_system_score_codex":0.000082853956,"about_ca_system_score_gemma":0.000020460579,"threshold_uncertainty_score":0.32683814},"labels":[],"label_agreement":null},{"id":"W4214932436","doi":"10.1139/cgj-2020-0086","title":"Consequences of drying on the hydro-mechanical response of fibrous peats upon compression","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Science Foundation of Guangdong Province; National Natural Science Foundation of China; European Commission","keywords":"Peat; Void ratio; Water content; Compressibility; Macropore; Geotechnical engineering; Hydraulic conductivity; Oedometer test; Geology; Soil science; Environmental science; Chemistry; Soil water; Ecology","score_opus":0.013861340262956193,"score_gpt":0.20446546794099327,"score_spread":0.19060412767803708,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214932436","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99319386,0.00028127478,0.004121104,0.0014800308,0.00034558048,0.00019121899,0.000057437115,0.00011390119,0.00021560979],"genre_scores_gemma":[0.999741,0.00002802485,0.00007789918,0.00007067702,0.000028364255,0.00001274608,0.000003069729,0.000023935523,0.000014293171],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985135,0.00021950569,0.00044999638,0.000120740086,0.000387685,0.00030854536],"domain_scores_gemma":[0.9988763,0.00044325934,0.00008685826,0.00028003973,0.00005334263,0.00026023222],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011264625,0.00013312117,0.00023195155,0.00022866762,0.00025489813,0.000016834652,0.00044637572,0.00010951474,0.0002411018],"category_scores_gemma":[0.00046296208,0.00010800317,0.00012263499,0.0003624701,0.00009417185,0.00003710052,0.000051959443,0.00092783885,0.000002354859],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006721782,0.000013778158,0.00000547605,0.000013171836,0.000014196146,0.000028882496,0.00004738674,0.93009555,0.066847704,0.0012771778,0.00056078925,0.001028649],"study_design_scores_gemma":[0.0010210029,0.0015830707,0.0015181112,0.00052254216,0.00006679241,0.0010562997,0.0006313138,0.88926995,0.07131787,0.0052412315,0.027021652,0.0007501636],"about_ca_topic_score_codex":0.0006960954,"about_ca_topic_score_gemma":0.00009246408,"teacher_disagreement_score":0.040825613,"about_ca_system_score_codex":0.00029642798,"about_ca_system_score_gemma":0.0002024725,"threshold_uncertainty_score":0.44042417},"labels":[],"label_agreement":null},{"id":"W4220711530","doi":"10.18280/mmep.090128","title":"Experimental Study of Soft Clay Soil Improvement by Deep Mixing Method","year":2022,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lime; Geotechnical engineering; Pile; Cement; Settlement (finance); Bearing capacity; Mixing (physics); Foundation (evidence); Soil cement; Clay soil; Environmental science; Geology; Materials science; Soil water; Soil science; Composite material; Metallurgy","score_opus":0.013750250197701593,"score_gpt":0.21663664507066444,"score_spread":0.20288639487296284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220711530","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29704157,0.00050873845,0.7017083,0.000005831424,0.00007378541,0.00025047222,0.0000036747379,0.00033911577,0.00006851897],"genre_scores_gemma":[0.990716,0.000010395311,0.008893464,0.0000033957342,0.000013847095,0.00026637883,0.0000063338925,0.0000680694,0.000022144577],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986877,0.00001853132,0.00045688078,0.00023856574,0.00030136795,0.0002969923],"domain_scores_gemma":[0.9995428,0.00009624294,0.000033577075,0.00021101719,0.000016887192,0.00009948257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039066246,0.00022776584,0.0003290049,0.000094482806,0.00009606895,0.000026535432,0.00014038273,0.000057568774,0.000028519276],"category_scores_gemma":[0.000013124811,0.00023817254,0.000050855528,0.00018675906,0.000010943647,0.000057485428,0.00010104127,0.00029041606,0.0000010489603],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002546654,0.000316958,0.0000010583448,0.00035273714,0.00004073572,7.5913766e-7,0.0018893748,0.967436,0.029048735,0.00036079474,0.000011188202,0.0005390997],"study_design_scores_gemma":[0.00037753495,0.0003547362,4.2852545e-7,0.000035857993,0.000023507324,0.0000058994933,0.00052079593,0.99240047,0.005538712,0.000378628,0.000116798816,0.0002466547],"about_ca_topic_score_codex":0.000018946737,"about_ca_topic_score_gemma":1.9190375e-7,"teacher_disagreement_score":0.6936744,"about_ca_system_score_codex":0.00006970237,"about_ca_system_score_gemma":0.000003445744,"threshold_uncertainty_score":0.9712394},"labels":[],"label_agreement":null},{"id":"W4220729018","doi":"10.1061/9780784484012.002","title":"Hybrid Ground Improvement Solution in Deep Compressible Glacial Lake Clay","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kellogg's (Canada)","funders":"","keywords":"Consolidation (business); Schedule; Civil engineering; Geotechnical engineering; Subgrade; Human settlement; Engineering; Computer science; Business","score_opus":0.0064703661229848,"score_gpt":0.19622679227511863,"score_spread":0.18975642615213384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220729018","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97788364,0.0007364352,0.014476443,0.00011155717,0.0031764505,0.00051989226,0.000097808945,0.0008284461,0.0021693306],"genre_scores_gemma":[0.99909043,0.000031180894,0.000058215293,0.00003618806,0.00008550506,0.0003016615,0.0001663959,0.000038795028,0.00019160424],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99871373,0.000037864225,0.00029909547,0.00024248185,0.00031451017,0.00039230747],"domain_scores_gemma":[0.9995956,0.000030720228,0.000033270426,0.00025468302,0.000020725089,0.00006500709],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026330288,0.00016708409,0.00018992226,0.00015455087,0.00016364106,0.00003591706,0.00022231278,0.000048108315,0.00080658705],"category_scores_gemma":[0.000021366654,0.00020298395,0.000060133876,0.00028311333,0.000022628621,0.000116698575,0.00017769902,0.00044114928,0.000015298441],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014517211,0.00005527099,0.000177714,0.00005507987,0.00001406053,0.00001958121,0.00010371666,0.98285127,0.0031212228,0.00021642158,0.0007794647,0.012591672],"study_design_scores_gemma":[0.00083580165,0.00009600651,0.0030844065,0.000011922596,0.000011802411,0.000011114545,0.00007675519,0.9541905,0.0012217858,0.0005857683,0.03952225,0.0003518975],"about_ca_topic_score_codex":0.00009057592,"about_ca_topic_score_gemma":0.00032305665,"teacher_disagreement_score":0.038742784,"about_ca_system_score_codex":0.00024313803,"about_ca_system_score_gemma":0.000016164839,"threshold_uncertainty_score":0.88315624},"labels":[],"label_agreement":null},{"id":"W4220827726","doi":"10.5194/egusphere-egu22-349","title":"Numerical Advances in Understanding the Behavior of Gravity Retaining Wall during Seismic Motions","year":2022,"lang":"en","type":"preprint","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Retaining wall; Thrust; Lateral earth pressure; Acceleration; Displacement (psychology); Rotation (mathematics); Mechanics; Physics; Structural engineering; Geology; Geotechnical engineering; Engineering; Classical mechanics; Mathematics; Geometry; Aerospace engineering","score_opus":0.021480876401683276,"score_gpt":0.24302156346954626,"score_spread":0.22154068706786298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220827726","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6288325,0.0011350396,0.36581954,0.00008243207,0.0005434053,0.0006642768,0.000021808557,0.0007554001,0.002145568],"genre_scores_gemma":[0.99912137,0.0003437781,0.0001660964,0.0000036498554,0.000016260596,0.00026314653,0.000025998288,0.000038734368,0.000020963991],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988788,0.000044014225,0.00039375646,0.00022619734,0.00022645097,0.00023080979],"domain_scores_gemma":[0.99947524,0.00006934648,0.000053770247,0.0003486099,0.000014943488,0.000038069546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002385396,0.00019483385,0.00028181222,0.00015051279,0.00008224144,0.00001823204,0.00027073757,0.00014254548,0.000076840355],"category_scores_gemma":[0.000048630915,0.00017453489,0.00010934549,0.0003196009,0.000034605368,0.00006706403,0.00019769366,0.0009700536,7.6836636e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000014146314,0.000021899312,0.0014433544,0.0002261368,0.0000082743,0.0000028234022,0.0002396803,0.996702,0.00007666405,0.00093631627,0.000001658439,0.00033975768],"study_design_scores_gemma":[0.0001646364,0.000015347725,0.0144009795,0.00011298548,0.000033106968,0.0000040743166,0.00057716615,0.98081964,0.00009520591,0.0033508674,0.00013358078,0.00029238118],"about_ca_topic_score_codex":0.000091288784,"about_ca_topic_score_gemma":0.000028244489,"teacher_disagreement_score":0.37028885,"about_ca_system_score_codex":0.00048912177,"about_ca_system_score_gemma":0.000019387906,"threshold_uncertainty_score":0.71173257},"labels":[],"label_agreement":null},{"id":"W4220883669","doi":"10.18280/rcma.320105","title":"Moisture and Dry Density Influence on Compacted Clay and Clay-Sand Mixtures","year":2022,"lang":"en","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Expansive clay; Swell; Swelling; Water content; Bentonite; Geotechnical engineering; Clay minerals; Atterberg limits; Bulk density; Clay soil; Grain size; Soil water; Materials science; Geology; Soil science; Mineralogy; Composite material","score_opus":0.017368861886677852,"score_gpt":0.2252043594614602,"score_spread":0.20783549757478234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220883669","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98350716,0.0014071929,0.013668406,0.000057715748,0.00010318644,0.00019482263,0.000029287203,0.00046977287,0.000562436],"genre_scores_gemma":[0.9952787,0.0003677237,0.0040899552,0.00008682468,0.000029765404,0.00002431368,0.000038380345,0.00004237788,0.000041919666],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990763,0.00006986788,0.00020755964,0.00025292096,0.00014390924,0.00024942143],"domain_scores_gemma":[0.99936664,0.00019879875,0.000033959608,0.00022677075,0.000046532325,0.00012727472],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015934512,0.00022698434,0.00027483344,0.000104574,0.00027120148,0.000085300795,0.00011952277,0.00008461829,0.000012874093],"category_scores_gemma":[0.000070829505,0.00022010533,0.00003951966,0.00020060015,0.0001115859,0.00011138608,0.00010644218,0.0004199163,0.0000035357116],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028891322,0.000031550466,0.004151882,0.0003779103,0.000028262046,0.000019273228,0.00051514694,0.95714635,0.0347969,0.0005080662,0.00008059156,0.0023152072],"study_design_scores_gemma":[0.0007630833,0.00030330353,0.18089747,0.000286421,0.00006080314,0.00022785878,0.00005004332,0.8065095,0.005274254,0.002194357,0.0027587023,0.00067422097],"about_ca_topic_score_codex":0.00003760498,"about_ca_topic_score_gemma":0.00001483692,"teacher_disagreement_score":0.1767456,"about_ca_system_score_codex":0.00009060856,"about_ca_system_score_gemma":0.0000065580875,"threshold_uncertainty_score":0.89756346},"labels":[],"label_agreement":null},{"id":"W4220888572","doi":"10.1139/cgj-2021-0504","title":"Consequences of scalping and scalping/replacement procedures on strength properties of coarse-grained gap-graded soils","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soil water; Geotechnical engineering; Materials science; Shear strength (soil); Shear (geology); Work (physics); Particle size; Geology; Environmental science; Composite material; Soil science; Engineering","score_opus":0.01753256751109609,"score_gpt":0.1998106281999117,"score_spread":0.1822780606888156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220888572","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964459,0.001277995,0.00080375833,0.000553644,0.00020939902,0.0002912534,0.000037210928,0.00013889627,0.00024196248],"genre_scores_gemma":[0.999585,0.00011899501,0.00013678541,0.000057880803,0.000029829076,0.00002649277,0.0000037499015,0.000026573582,0.000014707838],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985796,0.000050968392,0.00051311735,0.00016389892,0.00033883032,0.000353577],"domain_scores_gemma":[0.9992766,0.000048660375,0.00009761521,0.0001719557,0.00007262824,0.00033257593],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004267383,0.00017133677,0.0003042038,0.0003359427,0.00019372748,0.000028264365,0.0002305498,0.00009596548,0.00005406379],"category_scores_gemma":[0.00031995037,0.00016188723,0.00007736772,0.00030504202,0.00019986408,0.000058457004,0.000040080187,0.00057211006,5.013131e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003480496,0.00003609723,0.00005044458,0.00021398194,0.000048243757,0.000012507512,0.00017110653,0.9698295,0.025343983,0.0018304228,0.00035670807,0.002072206],"study_design_scores_gemma":[0.0027649247,0.002304843,0.001385221,0.0019448674,0.00015873682,0.001050753,0.0024690742,0.9103867,0.06584666,0.0037933816,0.00641857,0.0014762632],"about_ca_topic_score_codex":0.0012395883,"about_ca_topic_score_gemma":0.00045121778,"teacher_disagreement_score":0.059442792,"about_ca_system_score_codex":0.0002896256,"about_ca_system_score_gemma":0.0003157546,"threshold_uncertainty_score":0.660157},"labels":[],"label_agreement":null},{"id":"W4220909062","doi":"10.18280/acsm.460104","title":"Limit Analyses of the Active Earth Pressure on Rigid Retaining Walls under Strip Loading on Backfills","year":2022,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Retaining wall; Geotechnical engineering; Structural engineering; Finite element method; Friction angle; Materials science; Position (finance); Foundation (evidence); Limit (mathematics); Engineering; Mechanics; Geology; Physics; Mathematics","score_opus":0.054440580562178056,"score_gpt":0.2794244385294295,"score_spread":0.22498385796725145,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220909062","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905598,0.00012009974,0.0033446974,0.00009337838,0.0001867723,0.00014942787,0.000031209547,0.00017512716,0.0053394623],"genre_scores_gemma":[0.99949616,0.000031491105,0.00023976144,0.000076494034,0.000023329925,0.000015081552,0.0000029202758,0.000019126212,0.000095658695],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986683,0.00005312548,0.00018700495,0.00023616634,0.00050551875,0.0003498877],"domain_scores_gemma":[0.99931026,0.00014348987,0.000055096447,0.00035460122,0.000056248104,0.00008032603],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045102314,0.00014507631,0.00016172441,0.00017231963,0.00037990842,0.000046122204,0.0005064539,0.000040341863,0.000062960695],"category_scores_gemma":[0.00021002787,0.00011515781,0.00009158915,0.00095240603,0.00022572266,0.00013950883,0.00011336764,0.00033350268,0.000006314611],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010298852,0.000026245083,0.000052230276,0.000028140557,0.000021410977,7.7006587e-7,0.0003306175,0.9741361,0.021802457,0.0022316983,0.000050588522,0.0013094397],"study_design_scores_gemma":[0.00026428554,0.00027760217,0.034783382,0.00016544166,0.00005185491,0.000010401356,0.0009871896,0.82072175,0.13871984,0.0015872102,0.002089151,0.00034186005],"about_ca_topic_score_codex":0.00001614489,"about_ca_topic_score_gemma":0.0000043154632,"teacher_disagreement_score":0.15341432,"about_ca_system_score_codex":0.00011920563,"about_ca_system_score_gemma":0.00007823587,"threshold_uncertainty_score":0.46959993},"labels":[],"label_agreement":null},{"id":"W4220951014","doi":"10.1061/9780784484029.060","title":"Potential Vertical Rise and Differential Soil Movement in Post-Tensioned Slabs-on-Ground: Why They Are Not Relatable or Interchangeable","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Advantage Forensics (Canada)","funders":"","keywords":"Expansive; Expansive clay; Slab; Differential (mechanical device); Geotechnical engineering; Foundation (evidence); Work (physics); Civil engineering; Shallow foundation; Engineering; Ground movement; Geology; Structural engineering; Soil water; Mechanical engineering; Law; Soil science; Aerospace engineering","score_opus":0.009664522919838792,"score_gpt":0.1964503088623504,"score_spread":0.1867857859425116,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220951014","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996227,0.0002454666,0.00091031875,0.00052055484,0.0013312469,0.00028902726,0.00009447607,0.000294586,0.00008727577],"genre_scores_gemma":[0.99892914,0.00009269486,0.000021661255,0.00021073053,0.000061680264,0.00018892,0.000059073293,0.000056554072,0.0003795279],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983921,0.00007560726,0.0003194387,0.00036024713,0.0003999067,0.00045271986],"domain_scores_gemma":[0.9994137,0.000077563294,0.000027407283,0.0003246368,0.000040037132,0.00011663299],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021545567,0.00024071486,0.00029822893,0.00020074897,0.00018865711,0.00006243485,0.00020105111,0.0001056583,0.0007937135],"category_scores_gemma":[0.00009701998,0.00022741745,0.000062456056,0.00021528192,0.000032296866,0.000114702976,0.00034977906,0.00061347964,0.000012808749],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006732391,0.0002149887,0.0002427465,0.00015265387,0.00007977927,0.00020602556,0.00059145316,0.9791589,0.014074822,0.000550653,0.0014710227,0.0025837354],"study_design_scores_gemma":[0.002594975,0.0004633731,0.010014406,0.00009447437,0.00005773061,0.000029172304,0.00090841216,0.9790959,0.0016752074,0.00047885982,0.0039386027,0.00064888893],"about_ca_topic_score_codex":0.0003781576,"about_ca_topic_score_gemma":0.00038260233,"teacher_disagreement_score":0.012399615,"about_ca_system_score_codex":0.00020279642,"about_ca_system_score_gemma":0.000016993086,"threshold_uncertainty_score":0.92738146},"labels":[],"label_agreement":null},{"id":"W4220985963","doi":"10.21608/erj.2022.223107","title":"Experimental Study on Punching Shear Behavior of Crushed Clay Brick Lightweight Concrete Flat Plate Slabs","year":2022,"lang":"en","type":"article","venue":"Engineering Research Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Punching; Geotechnical engineering; Materials science; Brick; Shear (geology); Crushed stone; Shear strength (soil); Composite material; Geology","score_opus":0.03174989124117488,"score_gpt":0.304887385026686,"score_spread":0.2731374937855111,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220985963","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9951035,0.00059387845,0.0023965302,0.000023982035,0.0007696791,0.00044148747,0.000011954109,0.00031256583,0.00034644196],"genre_scores_gemma":[0.9991437,0.00001633801,0.0003305828,0.000002926555,0.00017860525,0.00014530556,0.000005811444,0.00010251272,0.00007418098],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9969658,0.00015493756,0.00054908404,0.00025530593,0.0013985907,0.00067628495],"domain_scores_gemma":[0.99900216,0.0002281536,0.000044249377,0.00035164077,0.00010434072,0.000269435],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0018513242,0.00025735953,0.00034611943,0.0006878915,0.00037808486,0.00010157027,0.00048148513,0.00008063719,0.00027036056],"category_scores_gemma":[0.00017812499,0.00026388178,0.00013223366,0.0007403731,0.000033132354,0.00016350318,0.00019069675,0.0022817208,0.000013836881],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030149882,0.00005520968,0.00014357454,0.000026852522,0.00006155245,0.00014473977,0.0011325995,0.7732553,0.22452377,0.00010160282,0.00025811556,0.00026656553],"study_design_scores_gemma":[0.003870722,0.0057175187,0.005829454,0.00023617892,0.00006241406,0.000522037,0.0032844122,0.7214157,0.2481981,0.000032574986,0.009564466,0.0012663971],"about_ca_topic_score_codex":0.000013122866,"about_ca_topic_score_gemma":1.8372265e-7,"teacher_disagreement_score":0.051839557,"about_ca_system_score_codex":0.0005426524,"about_ca_system_score_gemma":0.00004428546,"threshold_uncertainty_score":0.99998134},"labels":[],"label_agreement":null},{"id":"W4221016353","doi":"10.3389/fbuil.2022.842495","title":"Modeling Soil-Facing Interface Interaction With Continuum Element Methodology","year":2022,"lang":"en","type":"article","venue":"Frontiers in Built Environment","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Classification of discontinuities; Stiffness; Finite element method; Interface (matter); Structural engineering; Mechanics; Computer science; Engineering; Mathematics; Physics; Mathematical analysis","score_opus":0.01728806175111678,"score_gpt":0.21575641645141821,"score_spread":0.19846835470030144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221016353","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31943655,0.0002964392,0.67933923,0.00004278424,0.0005005758,0.00014133018,0.0000029715561,0.00011243771,0.00012765318],"genre_scores_gemma":[0.974418,0.0000995217,0.025188308,0.000016328033,0.000019537827,0.0001339274,0.000014911756,0.000038448794,0.00007101204],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989655,0.00008085097,0.00026487623,0.00023302564,0.00018929395,0.00026642645],"domain_scores_gemma":[0.99969375,0.000020616195,0.000024309802,0.00021430384,0.0000030071487,0.000044036085],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035229092,0.00015789559,0.00020926875,0.00014023078,0.000058393678,0.000010574606,0.00013772193,0.00004514423,0.00009155288],"category_scores_gemma":[0.000010595699,0.00016959214,0.00003338439,0.00010614376,0.000017942457,0.00007355041,0.0000971888,0.00038506527,0.000003986438],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026132506,0.000027428434,0.00066800095,0.000017699082,0.000026372521,0.000003456646,0.00039644103,0.9932822,0.0019854861,0.000009114146,0.00025652768,0.0033011627],"study_design_scores_gemma":[0.00035705275,0.00008919394,0.00012861672,0.000013403435,0.000012812391,0.000006479807,0.001098846,0.9909394,0.001284072,0.00012848551,0.0057461676,0.00019548365],"about_ca_topic_score_codex":0.000047192596,"about_ca_topic_score_gemma":0.000019997682,"teacher_disagreement_score":0.65498143,"about_ca_system_score_codex":0.00066170114,"about_ca_system_score_gemma":0.0000046349874,"threshold_uncertainty_score":0.69157666},"labels":[],"label_agreement":null},{"id":"W4221071625","doi":"10.18280/ijsdp.170116","title":"Using High Reactivity Attapulgite for Stabilizing Collapsible Gypseous Soil","year":2022,"lang":"en","type":"article","venue":"International Journal of Sustainable Development and Planning","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Mustansiriyah University","keywords":"Gypsum; Compaction; Atterberg limits; Pozzolan; Compressive strength; Geotechnical engineering; Materials science; Consolidation (business); Environmental science; Composite material; Water content; Geology; Cement","score_opus":0.020786506872468424,"score_gpt":0.24746173566277274,"score_spread":0.22667522879030433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221071625","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.942233,0.00035447514,0.056465216,0.000039727474,0.0006355226,0.00009531429,0.000005158397,0.00004346817,0.00012809431],"genre_scores_gemma":[0.99455607,0.000011530214,0.0051633595,0.000015235484,0.000101281665,0.000013267816,0.000013217083,0.000019531522,0.000106523315],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990895,0.000014327625,0.00031347698,0.00008473178,0.00029691713,0.00020105197],"domain_scores_gemma":[0.99939674,0.0001137979,0.00010068006,0.000039181035,0.0002965951,0.00005298711],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005330881,0.00010081628,0.0001493017,0.00027068445,0.00019097663,0.0000662759,0.00014638552,0.00003258255,0.000014232103],"category_scores_gemma":[0.00011243828,0.00011002013,0.000035061417,0.00013896241,0.000009853427,0.0002155059,0.000075077056,0.00018556148,1.2562336e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059852067,0.000018464138,0.0005265172,0.00006115872,0.000078486104,0.00015974013,0.0015023855,0.9936945,0.001010919,0.0004932604,0.00013959093,0.002255115],"study_design_scores_gemma":[0.003950196,0.00032108734,0.007101243,0.00030167133,0.000091251975,0.0009210146,0.049791656,0.72742313,0.011077798,0.0037828223,0.1940679,0.0011702124],"about_ca_topic_score_codex":0.000011602472,"about_ca_topic_score_gemma":6.031603e-7,"teacher_disagreement_score":0.26627135,"about_ca_system_score_codex":0.00046250815,"about_ca_system_score_gemma":0.000116278,"threshold_uncertainty_score":0.44864908},"labels":[],"label_agreement":null},{"id":"W4221123299","doi":"10.1080/19386362.2022.2049048","title":"Prediction of compressibility and shear strength behaviour of in-situ cohesive soil from reconstituted clay","year":2022,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Atterberg limits; Void ratio; Compressibility; Geotechnical engineering; Materials science; Water content; Direct shear test; Plasticity; Soil test; Shear strength (soil); Cohesion (chemistry); Consolidation (business); Shear (geology); Soil water; Composite material; Geology; Soil science; Mechanics; Chemistry","score_opus":0.010601904732490302,"score_gpt":0.20922736701635045,"score_spread":0.19862546228386013,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221123299","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9762924,0.00035119834,0.02240822,0.000035325324,0.00060350046,0.00007694492,0.00012419195,0.0000650893,0.000043172156],"genre_scores_gemma":[0.99887204,0.000093062066,0.00093863194,0.000002768889,0.000049830713,0.0000065945096,0.000018983917,0.00001675963,0.0000013080194],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99851847,0.000023731889,0.0008029418,0.00011570902,0.00042243983,0.000116715506],"domain_scores_gemma":[0.9993351,0.00017119029,0.00015703413,0.00012588667,0.00014827585,0.000062518004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003458948,0.0001220168,0.00031493264,0.00029875195,0.000013448831,0.000008363801,0.0002782417,0.00009162447,0.000027438451],"category_scores_gemma":[0.00020654916,0.0001343249,0.000092644324,0.00018657703,0.000042231408,0.00013662306,0.00009967596,0.0005369229,1.2350431e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000338208,0.00007942298,0.0012219507,0.000026718877,0.000060865128,0.000012731448,0.00006966115,0.9511727,0.04571295,0.00011858517,0.000012221916,0.0014783324],"study_design_scores_gemma":[0.0012757975,0.00019434361,0.08664547,0.00026608142,0.00004555888,0.000082244034,0.00008538894,0.8868002,0.023866868,0.00023811802,0.00031196832,0.00018790792],"about_ca_topic_score_codex":0.0000562979,"about_ca_topic_score_gemma":0.0000038104376,"teacher_disagreement_score":0.085423514,"about_ca_system_score_codex":0.00016215911,"about_ca_system_score_gemma":0.000029992016,"threshold_uncertainty_score":0.5477611},"labels":[],"label_agreement":null},{"id":"W4224950632","doi":"10.18280/ijdne.170205","title":"Performance of Plastic Powder on Calcareous Soil Stabilization","year":2022,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Calcareous; Calcium carbonate; Soil water; Carbonate; Natural rubber; Environmental science; Mixing (physics); Bearing capacity; Metallurgy; Geology; Materials science; Mining engineering; Geotechnical engineering; Soil science; Composite material","score_opus":0.0054189213193035855,"score_gpt":0.20037897990189923,"score_spread":0.19496005858259566,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4224950632","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9694283,0.0002689582,0.028775018,0.0000442907,0.0012690737,0.00004370146,0.00001706842,0.00002691772,0.00012665254],"genre_scores_gemma":[0.9994143,0.00023841496,0.00022614247,0.000023624963,0.00005913852,0.0000021378223,0.000010088061,0.00001505991,0.000011097161],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992282,0.000020098812,0.00026965965,0.000060700837,0.00034255642,0.00007882667],"domain_scores_gemma":[0.9995289,0.00013785406,0.00008997871,0.00005407985,0.00015539194,0.000033796856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001929477,0.00008154387,0.000119176984,0.00019778138,0.000032595402,0.000012376825,0.00016443463,0.00007040494,0.000020312928],"category_scores_gemma":[0.00009133396,0.00007852783,0.000050186063,0.00011476793,0.000013850935,0.00008472209,0.000024741004,0.0004231913,3.7410388e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007404163,0.000030216754,0.00038141568,0.000019802044,0.00005341567,0.0000057358866,0.00007904326,0.99584556,0.0011223073,0.00031819037,0.00007164421,0.0019986068],"study_design_scores_gemma":[0.0003109281,0.00030999442,0.0023715391,0.000035874247,0.000016752672,0.0000674594,0.000042825155,0.9958384,0.00044168675,0.000167301,0.00031141608,0.0000858391],"about_ca_topic_score_codex":9.295449e-7,"about_ca_topic_score_gemma":7.7891366e-7,"teacher_disagreement_score":0.029985977,"about_ca_system_score_codex":0.00012307707,"about_ca_system_score_gemma":0.000024661731,"threshold_uncertainty_score":0.3202272},"labels":[],"label_agreement":null},{"id":"W4225129416","doi":"10.11159/icgre22.181","title":"The Effect of Granulate Waste Tires on the Geotechnical Properties of Clays","year":2022,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geology","score_opus":0.003791742818857506,"score_gpt":0.15593027968533585,"score_spread":0.15213853686647835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225129416","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986039,0.0004283698,0.0000050869676,0.00011355145,0.0003068388,0.00032392083,0.000017413953,0.00006673853,0.00013418608],"genre_scores_gemma":[0.99972343,0.00008168198,0.0000066207776,0.00000545623,0.000017536457,0.000060274106,0.000001182415,0.000034008797,0.00006979043],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989622,0.000011390788,0.00030829277,0.00015061814,0.0003580654,0.00020940146],"domain_scores_gemma":[0.9995282,0.00015541833,0.000095627904,0.00018022693,0.0000065127238,0.00003400578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024083325,0.0002186779,0.0002483843,0.000067791494,0.00020191024,0.000017952632,0.00040670641,0.000039118757,0.000009926418],"category_scores_gemma":[0.00005357312,0.0001171649,0.00010843491,0.00018720851,0.00018525177,0.000051590912,0.00019963199,0.00038605893,1.8066044e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005760099,0.000005878871,0.0001800443,0.00024527567,0.000048891034,1.2693741e-7,0.00006325506,0.8918865,0.105085164,0.001653822,0.00006250667,0.0007109719],"study_design_scores_gemma":[0.00042264664,0.00034548432,0.0026813229,0.00029740296,0.000056753717,0.000009209342,0.00017010748,0.5837917,0.41111255,0.00011272871,0.0007382293,0.0002619053],"about_ca_topic_score_codex":0.000005214944,"about_ca_topic_score_gemma":0.0000013950777,"teacher_disagreement_score":0.3080948,"about_ca_system_score_codex":0.00005728869,"about_ca_system_score_gemma":0.000001684599,"threshold_uncertainty_score":0.47778457},"labels":[],"label_agreement":null},{"id":"W4225148302","doi":"10.11159/icsect22.131","title":"Effect of Incorporating Shredded and Crumbed Rubber in Pavement-Grade Concrete on Elasticity and Toughness Moduli","year":2022,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Kuwait Foundation for the Advancement of Sciences","keywords":"Toughness; Natural rubber; Elasticity (physics); Moduli; Young's modulus; Composite material; Materials science; Structural engineering; Engineering; Physics","score_opus":0.0032048170057781588,"score_gpt":0.17428732385660475,"score_spread":0.1710825068508266,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225148302","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99922216,0.00016094037,0.000013757724,0.00002071183,0.00018418455,0.00026246023,0.000024577677,0.000051676907,0.000059551312],"genre_scores_gemma":[0.9997909,0.000035830595,0.00006555274,0.0000071034715,0.000011969421,0.000038222286,0.000003804108,0.000030483716,0.00001615145],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910575,0.000009388112,0.00026403068,0.00021429463,0.00021993027,0.00018662166],"domain_scores_gemma":[0.99967235,0.000116622294,0.00007403424,0.000077498604,0.000003275309,0.000056197718],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016154745,0.00022883926,0.00029517227,0.00012775687,0.00008003043,0.000019355475,0.000116708106,0.000041144165,0.0000075960297],"category_scores_gemma":[0.000031084033,0.00019542535,0.000033622637,0.0001632833,0.00008757633,0.00009201432,0.00016663098,0.00029893368,4.845265e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006105144,0.0000071426884,0.010381996,0.0007619115,0.000043480904,0.0000011133246,0.00019481787,0.8536931,0.13235535,0.0012995815,0.000009602099,0.0011908559],"study_design_scores_gemma":[0.0013342444,0.00037876467,0.039037015,0.00031746874,0.00004163382,0.000013574165,0.00014278278,0.86959374,0.08856534,0.00014771364,0.000044589437,0.0003831377],"about_ca_topic_score_codex":0.000010091894,"about_ca_topic_score_gemma":0.0000029751095,"teacher_disagreement_score":0.043790005,"about_ca_system_score_codex":0.000070976195,"about_ca_system_score_gemma":0.000001239863,"threshold_uncertainty_score":0.7969215},"labels":[],"label_agreement":null},{"id":"W4225148600","doi":"10.11159/icsect22.161","title":"Improving the Behavior of Steel Plate Shear Wall Using Double Infill Plates","year":2022,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Infill; Steel plate shear wall; Materials science; Shear (geology); Structural engineering; Shear wall; Composite material; Engineering","score_opus":0.0068236922512129854,"score_gpt":0.17935263291139342,"score_spread":0.17252894066018043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225148600","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986795,0.00027805913,0.000026472138,0.00001722902,0.0004360215,0.00034760547,0.000033694767,0.000098208126,0.000083186314],"genre_scores_gemma":[0.99955904,0.000026622958,0.00020106931,0.000008096132,0.000020559064,0.000059439688,0.000004023686,0.000048527247,0.00007263644],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989337,0.000003243201,0.0003155508,0.00018919028,0.000303916,0.00025445336],"domain_scores_gemma":[0.9996528,0.00004039695,0.00010234744,0.00014400764,0.000008531978,0.00005192684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000121469784,0.00023327573,0.00023237873,0.000109802124,0.0001909181,0.000029196617,0.00031927793,0.000044165667,0.00003425121],"category_scores_gemma":[0.000009287787,0.0001765557,0.00008430807,0.00021684181,0.00008674031,0.00014030904,0.00024537166,0.0003810977,1.7918917e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001630039,0.000008919382,0.0008636399,0.00014358886,0.000028337328,3.336273e-7,0.00011028871,0.836257,0.16166005,0.00047042835,0.000012039698,0.00042910353],"study_design_scores_gemma":[0.0005831752,0.000061639286,0.009005438,0.00009099946,0.000080235055,0.000030659165,0.00026111188,0.92677516,0.062282484,0.00003884785,0.00046246126,0.00032777048],"about_ca_topic_score_codex":0.000033009794,"about_ca_topic_score_gemma":0.000003009796,"teacher_disagreement_score":0.09937756,"about_ca_system_score_codex":0.000117267766,"about_ca_system_score_gemma":0.0000033319698,"threshold_uncertainty_score":0.71997327},"labels":[],"label_agreement":null},{"id":"W4225154582","doi":"10.11159/icgre22.138","title":"Pseudo-Static Analytical Model For The Static And Seismic Stability Of Dry Stone Retaining Walls","year":2022,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Fundação para a Ciência e a Tecnologia; Ministério da Ciência, Tecnologia e Ensino Superior; European Commission","keywords":"Longitudinal static stability; Stability (learning theory); Static analysis; Geotechnical engineering; Geology; Computer science; Structural engineering; Engineering; Aerospace engineering","score_opus":0.009068479931023872,"score_gpt":0.19354822959170925,"score_spread":0.1844797496606854,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225154582","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965114,0.00021528646,0.0024162552,0.00012111589,0.00015224241,0.00039197042,0.000091373,0.00006773093,0.000032612883],"genre_scores_gemma":[0.99920255,0.00006465732,0.0005408016,0.000018367791,0.000010141304,0.00006656376,0.00000483119,0.00003853675,0.000053565913],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99895006,0.000004694725,0.00033196123,0.00021072429,0.00026337674,0.00023919762],"domain_scores_gemma":[0.99950427,0.00020736117,0.000079112426,0.00013723766,0.000010991653,0.00006104354],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002259153,0.00021285936,0.00027308616,0.00008084798,0.0001586243,0.000022279864,0.00021784514,0.000033408145,0.0000130823755],"category_scores_gemma":[0.000052804837,0.00016098596,0.00007251599,0.00015651064,0.00013649426,0.00009766557,0.00016291131,0.00028883954,4.704864e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022006252,0.000008912023,0.00064231636,0.0003885782,0.000053260163,8.768674e-8,0.00033082208,0.9890141,0.0075862436,0.0011944233,0.000021682916,0.0007375842],"study_design_scores_gemma":[0.0003183119,0.000052517717,0.0026227375,0.000051398452,0.0000682235,0.0000032224634,0.00038280926,0.99349624,0.0023739478,0.00040337167,0.000055943037,0.00017128121],"about_ca_topic_score_codex":0.0000053543686,"about_ca_topic_score_gemma":0.0000023740665,"teacher_disagreement_score":0.0052122953,"about_ca_system_score_codex":0.00009858935,"about_ca_system_score_gemma":0.0000045910624,"threshold_uncertainty_score":0.65648174},"labels":[],"label_agreement":null},{"id":"W4225157503","doi":"10.11159/icgre22.203","title":"Prediction of Cyclic Behaviour of Quaternary Alluvial Soil using Finite Element Approach","year":2022,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Alluvium; Finite element method; Geotechnical engineering; Geology; Parametric statistics; Alluvial soils; Displacement (psychology); Constitutive equation; Stress (linguistics); Stress–strain curve; Cyclic stress; Structural engineering; Engineering; Mathematics; Geomorphology","score_opus":0.00889668272278056,"score_gpt":0.1747141675600851,"score_spread":0.16581748483730452,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225157503","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986809,0.0001346577,0.00031189504,0.0000059328186,0.0003733166,0.0002007832,0.00010870345,0.00006565076,0.000118158765],"genre_scores_gemma":[0.99946976,0.000045050732,0.00035281348,0.0000025008355,0.000022684935,0.000024012641,0.00001375694,0.000036211342,0.000033207438],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99892783,0.0000044206777,0.00037985292,0.00017342764,0.00033088517,0.00018356566],"domain_scores_gemma":[0.99969196,0.000023204573,0.00012194846,0.00010939992,0.000008026186,0.00004547121],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010375407,0.00019311007,0.00024649122,0.00014634909,0.00007651097,0.000008586805,0.0002084696,0.000039539387,0.00002096458],"category_scores_gemma":[0.000009721094,0.0001779752,0.00008382229,0.00017971655,0.00006367664,0.00009870717,0.00016762846,0.00023544994,5.1717148e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013721362,0.000022274162,0.004908571,0.00024723107,0.0000385643,1.3133089e-7,0.00011795011,0.90265006,0.09162617,0.00019136991,0.000009292411,0.00017469063],"study_design_scores_gemma":[0.00035084636,0.00007469247,0.013353113,0.0000797682,0.000051286424,0.0000089565565,0.0001701108,0.952288,0.033369634,0.000038043436,0.000056815476,0.00015876401],"about_ca_topic_score_codex":0.000017151062,"about_ca_topic_score_gemma":9.359759e-7,"teacher_disagreement_score":0.058256537,"about_ca_system_score_codex":0.00010055827,"about_ca_system_score_gemma":0.000002733031,"threshold_uncertainty_score":0.72576183},"labels":[],"label_agreement":null},{"id":"W4225376179","doi":"10.1139/cgj-2021-0585","title":"Synergistic effects of density, gradation, particle size, and particle shape on the water entry pressure of hydrophobized sands","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Gradation; Particle size; Particle (ecology); Materials science; Geotechnical engineering; Quartz; Composite material; Infiltration (HVAC); Mineralogy; Chemistry; Geology","score_opus":0.004045409925964082,"score_gpt":0.16351254470776416,"score_spread":0.15946713478180008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225376179","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99782723,0.00022529528,0.00095295935,0.0006290708,0.00015167402,0.00013433903,0.000008534661,0.00004598242,0.000024906087],"genre_scores_gemma":[0.99979067,0.00003588932,0.000014487807,0.00006718577,0.000025606074,0.000015772795,0.0000017937997,0.000017291968,0.000031284217],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990794,0.000070279275,0.00027227588,0.00009535195,0.00021818696,0.00026449014],"domain_scores_gemma":[0.9992684,0.00025750013,0.00003357987,0.00018132187,0.000041372998,0.00021779431],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033083474,0.00009866482,0.000169333,0.000042684052,0.00016726354,0.000018987332,0.00016344115,0.00005859904,0.00016513572],"category_scores_gemma":[0.00030983967,0.0000655658,0.000054960725,0.0001711987,0.000057236586,0.00003523718,0.000043558663,0.0003797147,0.0000014094111],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017448327,0.000031084874,0.00018394187,0.00007875461,0.00004880756,0.00002309824,0.00012603149,0.9151212,0.08192892,0.0009868413,0.00041050633,0.0010433923],"study_design_scores_gemma":[0.0007458368,0.00028524874,0.005933459,0.00006693912,0.000108370805,0.000049314498,0.000054222277,0.8912903,0.09667824,0.0012992255,0.003264839,0.0002240194],"about_ca_topic_score_codex":0.0003383481,"about_ca_topic_score_gemma":0.00007547372,"teacher_disagreement_score":0.023830894,"about_ca_system_score_codex":0.00006546121,"about_ca_system_score_gemma":0.000036035464,"threshold_uncertainty_score":0.26736957},"labels":[],"label_agreement":null},{"id":"W4226239264","doi":"10.33593/v38reo2p","title":"Long-Life Pavement for Users of an International Roadway in New Mexico","year":2021,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Truck; Asphalt; Levelling; Asphalt pavement; Engineering; Civil engineering; Environmental science; Transport engineering; Geography; Archaeology; Cartography","score_opus":0.013825640437290955,"score_gpt":0.2353935785927175,"score_spread":0.22156793815542655,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4226239264","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48828796,0.000060575632,0.5093994,0.0001826787,0.00034032873,0.00011285381,0.0000056664994,0.00016531782,0.0014452279],"genre_scores_gemma":[0.9960644,0.000019259202,0.0035772636,0.000028369299,0.000027539782,0.0000073448896,0.000038339957,0.000011380547,0.00022608117],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996011,0.0000034250625,0.00015634234,0.00007872693,0.00007866027,0.000081716025],"domain_scores_gemma":[0.9997899,0.000019080739,0.0000076239476,0.00010023407,0.000030224219,0.00005293785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005959615,0.000051259343,0.000078301455,0.000040642306,0.000003945078,0.000008151869,0.00006457446,0.00004081636,0.00009695823],"category_scores_gemma":[0.00006780972,0.0000538487,0.00002735636,0.00009174357,0.000003322874,0.00007118279,0.00001039008,0.000036320118,0.0000012891278],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000019084273,0.000023820849,0.00092957687,0.000025114814,0.000011661952,7.4601115e-7,0.00004929579,0.9921374,0.0014925716,0.0021436051,0.00010408705,0.003080235],"study_design_scores_gemma":[0.00056329044,0.000025472329,0.015252019,0.000022056009,0.000003908798,7.059254e-7,0.000059914142,0.95923084,0.021501366,0.00024316052,0.002991046,0.0001062136],"about_ca_topic_score_codex":0.000031444844,"about_ca_topic_score_gemma":0.00019100838,"teacher_disagreement_score":0.5077765,"about_ca_system_score_codex":0.000032826618,"about_ca_system_score_gemma":0.000025979405,"threshold_uncertainty_score":0.21958862},"labels":[],"label_agreement":null},{"id":"W4229045936","doi":"10.1016/j.cscm.2022.e01133","title":"Stabilization of a highly expansive soil using waste-tire-derived aggregates and lime treatment","year":2022,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"University of Adelaide","keywords":"Lime; Swelling; Oedometer test; Compressive strength; Expansive clay; Compaction; Subgrade; Materials science; Soil stabilization; Geotechnical engineering; Particle size; California bearing ratio; Composite material; Curing (chemistry); Pulp and paper industry; Environmental science; Soil science; Soil water; Chemical engineering; Geology; Metallurgy; Engineering","score_opus":0.03158564554055209,"score_gpt":0.2626999060903743,"score_spread":0.2311142605498222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4229045936","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99735266,0.0011346664,0.0002804368,0.0000073248975,0.0008088273,0.00021810352,0.00006808918,0.00011624865,0.000013672676],"genre_scores_gemma":[0.99873215,0.00069412426,0.00042262787,0.0000018795354,0.000034208464,0.00008169043,0.000010635619,0.000019883146,0.0000027958265],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99921185,0.000067560075,0.00035373145,0.00015478225,0.00008172896,0.00013035008],"domain_scores_gemma":[0.99966437,0.00007047091,0.00006910976,0.00011701532,0.000055546123,0.000023486618],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011966569,0.000141043,0.0003085492,0.00012803705,0.00010331077,0.00001139497,0.000026214571,0.00003871766,0.000026441454],"category_scores_gemma":[0.00006733127,0.00014417224,0.000021898353,0.00019230734,0.00013343626,0.000069746915,0.00005796823,0.00004073592,2.0102806e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025092566,0.00002176115,0.000116028226,0.00029255394,0.00008733829,0.000094887386,0.002383603,0.7537847,0.2378201,0.00017201903,0.00000263722,0.0051992796],"study_design_scores_gemma":[0.003070725,0.0005763728,0.000090945185,0.00026483936,0.00021179845,0.0042816447,0.057599302,0.15825659,0.77381384,0.0007833097,0.00019426731,0.00085636164],"about_ca_topic_score_codex":0.0000622874,"about_ca_topic_score_gemma":0.0000138739815,"teacher_disagreement_score":0.5955281,"about_ca_system_score_codex":0.0002673709,"about_ca_system_score_gemma":0.000014097223,"threshold_uncertainty_score":0.5879173},"labels":[],"label_agreement":null},{"id":"W4229072961","doi":"10.1061/(asce)gt.1943-5606.0002828","title":"Variable Significance Determination Utilizing Extended CHAID Method in Fiber Improvement of Fine Soils","year":2022,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Geotechnical engineering; CHAID; Soil water; Linear regression; Compressive strength; Fiber; Correlation coefficient; Soil science; Mathematics; Environmental science; Statistics; Geology; Computer science; Materials science; Artificial intelligence; Composite material; Decision tree","score_opus":0.004777154857787651,"score_gpt":0.1942480683344097,"score_spread":0.18947091347662204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4229072961","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93166703,0.0013020469,0.066343695,0.000055081236,0.00020601702,0.00024033325,0.000017858605,0.00008239062,0.00008556267],"genre_scores_gemma":[0.9941012,0.00012651533,0.0056538126,0.0000069344683,0.000027760361,0.00002660033,0.0000036043607,0.000029089046,0.000024469986],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986702,0.000019114374,0.0006354656,0.00014061322,0.00030357242,0.00023102616],"domain_scores_gemma":[0.999574,0.000094753574,0.00011262446,0.00012794313,0.0000108775785,0.00007980037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063151843,0.00016436065,0.00032309353,0.0002006904,0.00003586035,0.000008626681,0.00014911724,0.00007531612,0.00010175719],"category_scores_gemma":[0.00004797329,0.00017307815,0.00007396635,0.00024678922,0.000021663856,0.00013481124,0.000110830726,0.00049246976,4.5106174e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013929041,0.00006609212,0.0000047233966,0.000084234634,0.000013445118,0.00000897082,0.000034226683,0.9162993,0.039975207,0.00011276957,0.0000040721784,0.043383054],"study_design_scores_gemma":[0.0005992931,0.0003358372,0.0025509847,0.00006013668,0.00002289297,0.00008171764,0.00006668666,0.98781574,0.0059088957,0.00017813864,0.002181499,0.00019816129],"about_ca_topic_score_codex":0.000008641236,"about_ca_topic_score_gemma":6.086221e-7,"teacher_disagreement_score":0.071516484,"about_ca_system_score_codex":0.00020103966,"about_ca_system_score_gemma":0.000009079351,"threshold_uncertainty_score":0.7057922},"labels":[],"label_agreement":null},{"id":"W4229078347","doi":"10.1139/cgj-2021-0297","title":"Impact of fines on the accumulated strain of unsaturated road base aggregate under cyclic loadings","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Suction; Geotechnical engineering; Strain (injury); Materials science; Aggregate (composite); Base (topology); Composite material; Geology; Engineering; Mathematics","score_opus":0.01571768309362098,"score_gpt":0.22640536018419324,"score_spread":0.21068767709057226,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4229078347","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972454,0.00015969755,0.0013963036,0.00052296196,0.00014784404,0.00015258805,0.00016578275,0.00010564078,0.00010383005],"genre_scores_gemma":[0.99978435,0.000028879189,0.000017270455,0.000058856825,0.000029206592,0.0000074351315,0.000018053643,0.000035729892,0.000020211295],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986909,0.00007461799,0.0004472303,0.00012278766,0.00028237287,0.000382063],"domain_scores_gemma":[0.99908656,0.00011493964,0.000104252176,0.00028131236,0.00008636815,0.00032657917],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004540759,0.00017996023,0.00025529234,0.0003038374,0.00016546277,0.00002289572,0.0003909256,0.00012558686,0.0005641976],"category_scores_gemma":[0.00023206123,0.00013793651,0.00021770161,0.00076628115,0.00006885036,0.000053420277,0.000028404595,0.0009969567,0.0000028836093],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011716368,0.000017446206,0.000027712435,0.000009012261,0.00005962412,0.000016385082,0.00003492117,0.985006,0.011840885,0.00024302932,0.00049830135,0.0022350075],"study_design_scores_gemma":[0.0006304369,0.0005109038,0.031517774,0.00012756225,0.000047955262,0.00022850311,0.0000947335,0.9630927,0.0013209225,0.0011523583,0.00087991526,0.0003962712],"about_ca_topic_score_codex":0.004676392,"about_ca_topic_score_gemma":0.00037236972,"teacher_disagreement_score":0.03149006,"about_ca_system_score_codex":0.0005102939,"about_ca_system_score_gemma":0.0002359283,"threshold_uncertainty_score":0.7069337},"labels":[],"label_agreement":null},{"id":"W4231442976","doi":"10.1016/j.geotexmem.2015.09.003","title":"Geotextiles and geomembranes: Best papers in 2014","year":2015,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geotextile; Geotechnical engineering; Levee; Subsoil; Finite element method; Settlement (finance); Pore water pressure; Reinforcement; Geology; Safety factor; Environmental science; Soil water; Engineering; Structural engineering; Soil science","score_opus":0.007987922803510449,"score_gpt":0.18506038646249032,"score_spread":0.17707246365897986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4231442976","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98838043,0.0060635144,0.000030149862,0.00021681722,0.00028310952,0.0002347348,0.000018874525,0.0004212995,0.0043510837],"genre_scores_gemma":[0.9961405,0.0032364507,0.000009812305,0.000046575755,0.00009424417,0.000034002085,0.000026518395,0.000052188032,0.00035972183],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99857306,0.000024909705,0.00034789226,0.0003623941,0.00021087425,0.0004808692],"domain_scores_gemma":[0.99927914,0.00009656157,0.000029229237,0.0002612593,0.000039477964,0.00029430204],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002726365,0.00032793125,0.00038406387,0.0002153061,0.000066567496,0.000092338065,0.00013216119,0.00023121029,0.000048193822],"category_scores_gemma":[0.000079258265,0.00031422812,0.000045730194,0.0002489712,0.00011742593,0.000187248,0.00007109656,0.0002457495,0.00004412363],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010024484,0.000023743409,0.00006931942,0.00025585282,0.00001403877,0.000014352027,0.00047852565,0.9779181,0.00047694106,0.00028807888,0.00015873446,0.020292314],"study_design_scores_gemma":[0.0014512789,0.00013288316,0.007902181,0.00017015918,0.000035470683,0.00009596374,0.0013565314,0.9189012,0.000021199663,0.0008565766,0.06827068,0.0008058745],"about_ca_topic_score_codex":0.00024112887,"about_ca_topic_score_gemma":0.00017901986,"teacher_disagreement_score":0.06811195,"about_ca_system_score_codex":0.00003374496,"about_ca_system_score_gemma":0.000018751647,"threshold_uncertainty_score":0.999931},"labels":[],"label_agreement":null},{"id":"W4234761385","doi":"10.1520/stp12196s","title":"A Simple Compatibility Testing Protocol for Bentonite-Based Barrier Systems","year":2004,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Compatibility (geochemistry); Simple (philosophy); Bentonite; Computer science; Protocol (science); Materials science; Engineering; Chemical engineering; Medicine; Composite material; Philosophy; Pathology; Epistemology","score_opus":0.040157733548481504,"score_gpt":0.2564740324713664,"score_spread":0.2163162989228849,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4234761385","genre_codex":"methods","genre_gemma":"protocol","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"protocol","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00001561765,0.000024637777,0.4109069,0.000008291278,0.0002559935,0.26558077,0.00035109362,0.0042190463,0.31863764],"genre_scores_gemma":[0.11432711,7.2976746e-7,0.009500697,0.000059442245,0.0006569804,0.83139807,0.00082669914,0.00092737033,0.042302903],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99865025,0.0000045181637,0.00052395026,0.0003167526,0.00021680379,0.00028773854],"domain_scores_gemma":[0.99898183,0.00020902141,0.00006508858,0.00042226477,0.00019157148,0.00013022576],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00018289858,0.00039329327,0.0004197042,0.00010296196,0.000064512584,0.00006237459,0.00014887418,0.00040939188,0.00015210045],"category_scores_gemma":[0.00012399069,0.0003788812,0.00014000444,0.00004954423,0.000029642722,0.00004119896,0.000018045333,0.000275582,0.00001661779],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000059607414,0.000009677451,0.000009804599,0.0023839523,0.000018442683,7.9053257e-7,0.0000047952153,0.9839521,0.00004913493,0.012862773,0.00017983504,0.0005227159],"study_design_scores_gemma":[0.00081108144,0.00010355145,0.000018808696,0.0005214572,0.000024541921,9.1130113e-7,0.0000016367916,0.91741484,0.00009261618,0.004033557,0.076470934,0.00050607795],"about_ca_topic_score_codex":0.00003279541,"about_ca_topic_score_gemma":0.000013460767,"teacher_disagreement_score":0.5658173,"about_ca_system_score_codex":0.00033091186,"about_ca_system_score_gemma":0.00008621758,"threshold_uncertainty_score":0.9998663},"labels":[],"label_agreement":null},{"id":"W4235164262","doi":"10.1520/stp45376s","title":"Pilot Study on Wind Uplift Resistance of Adhesive Applied Low Slope Roofing Systems","year":2007,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Ottawa; National Research Council Canada","funders":"","keywords":"Adhesive; Resistance (ecology); Geology; Geotechnical engineering; Structural engineering; Engineering; Materials science; Composite material; Ecology; Biology","score_opus":0.023484399340121784,"score_gpt":0.209996908718698,"score_spread":0.18651250937857622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235164262","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0016132027,0.0005010495,0.0155652845,0.0000026205614,0.00056339375,0.0011541679,0.000019835757,0.0008401689,0.97974026],"genre_scores_gemma":[0.9418821,0.000034212808,0.00008448431,0.0000059153217,0.00011656052,0.000017715625,0.00002004487,0.00015847402,0.057680503],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99829966,0.000005532508,0.0006367974,0.00035059341,0.0004413537,0.00026604868],"domain_scores_gemma":[0.99901384,0.00014864306,0.00010344331,0.0005565553,0.00008690129,0.000090596935],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026700713,0.0004331927,0.0006106718,0.00024392336,0.00003509707,0.00002363669,0.00021776024,0.00020958741,0.000043611348],"category_scores_gemma":[0.000025226462,0.000431425,0.00006929039,0.00007996767,0.000027978731,0.000026941561,0.000031839947,0.00046622523,0.000062236526],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006053024,0.00009240903,0.0000033741585,0.0008237491,0.00015611113,0.00001418913,0.00009612259,0.9167275,0.00054450135,0.080720656,0.00038729265,0.00037358244],"study_design_scores_gemma":[0.030847225,0.031421147,0.0137479585,0.05217933,0.004246577,0.000056631474,0.004991034,0.35776097,0.017177818,0.014846034,0.4314583,0.041266993],"about_ca_topic_score_codex":0.000014219376,"about_ca_topic_score_gemma":0.000054326785,"teacher_disagreement_score":0.9402689,"about_ca_system_score_codex":0.00015232783,"about_ca_system_score_gemma":0.000015935992,"threshold_uncertainty_score":0.99981374},"labels":[],"label_agreement":null},{"id":"W4235726614","doi":"10.22215/etd/2010-08717","title":"The influence of matric suction on the pull-out capacity of grouted soil nails","year":2010,"lang":"en","type":"dissertation","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University; Library and Archives Canada","funders":"University of Ottawa","keywords":"Humanities; Art","score_opus":0.0064610999286350565,"score_gpt":0.19256476461238867,"score_spread":0.1861036646837536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235726614","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99581563,0.000064082065,0.0004472275,0.000023901715,0.00052586116,0.00020901962,0.000008431132,0.0001767549,0.002729082],"genre_scores_gemma":[0.9991242,0.00013190106,0.000023728577,0.0000031316256,0.000029920162,0.000031844414,0.000043697004,0.000030648887,0.00058087846],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99905807,0.000022158925,0.00038211187,0.000120137534,0.0002680135,0.00014952631],"domain_scores_gemma":[0.99905115,0.00024022891,0.000115385636,0.00039465024,0.00017200728,0.000026595082],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026573942,0.00018117476,0.0002018514,0.00007974707,0.000069219386,0.000017315264,0.00025787833,0.00034083013,0.000015459225],"category_scores_gemma":[0.00032637327,0.000109470275,0.00009118786,0.00027261738,0.000044131346,0.000044623812,0.0000072948887,0.000552639,0.00000842248],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014793917,0.000017671315,0.000011731115,0.00034425998,0.000038500973,1.01886215e-7,0.00035675228,0.9499617,0.04100746,0.006140542,0.000112052134,0.0019943905],"study_design_scores_gemma":[0.00081359723,0.00037089287,0.13894503,0.0011584924,0.00037846022,0.000007735112,0.0012635397,0.4677277,0.37635827,0.006468599,0.004686447,0.001821239],"about_ca_topic_score_codex":0.00016476169,"about_ca_topic_score_gemma":0.0005109487,"teacher_disagreement_score":0.48223406,"about_ca_system_score_codex":0.000030717005,"about_ca_system_score_gemma":0.000017571765,"threshold_uncertainty_score":0.4464068},"labels":[],"label_agreement":null},{"id":"W4237461716","doi":"10.1520/d7239","title":"Specification for Hybrid Geosynthetic Paving Mat for Highway Applications","year":2008,"lang":"en","type":"standard","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Civil engineering; Computer science; Transport engineering; Construction engineering; Geotechnical engineering; Engineering","score_opus":0.013824190157701472,"score_gpt":0.21493839009705867,"score_spread":0.2011141999393572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4237461716","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00002665031,0.00093386695,0.9880517,0.00010970762,0.0007513992,0.0020914064,0.0014191931,0.0016123945,0.005003676],"genre_scores_gemma":[0.45679843,0.040073447,0.23562902,0.00029351868,0.016670292,0.08160747,0.06740534,0.00440275,0.09711972],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99870276,0.000005096336,0.00042495414,0.0003524446,0.00017234392,0.00034239018],"domain_scores_gemma":[0.99898684,0.0002363713,0.000056627654,0.00046737396,0.00016880735,0.000083975545],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001298129,0.00031149844,0.00036456168,0.00015132285,0.00014674714,0.0000439647,0.00022800438,0.00027397746,0.00002960126],"category_scores_gemma":[0.00007301229,0.00032577518,0.00021435815,0.00012880155,0.000029657309,0.000051622617,0.000015115835,0.00018575252,0.000022330833],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014033963,0.000051160256,4.498328e-7,0.0028604744,0.00010339777,4.881102e-7,0.000049184946,0.5649794,0.00043694524,0.007284513,0.36162174,0.06259828],"study_design_scores_gemma":[0.00019228026,0.000023862254,0.000003955881,0.000055898046,0.000041995292,0.000004834992,0.000006491252,0.1680153,0.0005168593,0.00075425376,0.8300421,0.00034215694],"about_ca_topic_score_codex":0.000004865859,"about_ca_topic_score_gemma":0.0000060501034,"teacher_disagreement_score":0.7524227,"about_ca_system_score_codex":0.00022060785,"about_ca_system_score_gemma":0.000035115954,"threshold_uncertainty_score":0.9999194},"labels":[],"label_agreement":null},{"id":"W4238283988","doi":"10.22215/etd/2021-14615","title":"Evaluation of Seismic Behaviour of Hollow Fibre-Reinforced Polymer (FRP) Piles using Shake Table Testing","year":2021,"lang":"en","type":"dissertation","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"University of Ottawa; Université Laval","keywords":"Earthquake shaking table; Geotechnical engineering; Fibre-reinforced plastic; Pile; Foundation (evidence); Structural engineering; Stiffness; Geology; Materials science; Engineering","score_opus":0.03165579638962199,"score_gpt":0.25998203135910564,"score_spread":0.22832623496948365,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4238283988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9814071,0.0013306153,0.010840403,9.90274e-7,0.0004612172,0.00029420498,0.000031742096,0.00023655604,0.005397184],"genre_scores_gemma":[0.99694383,0.000019834966,0.0010320641,0.0000016241795,0.00003681071,0.000022513743,0.0008022532,0.0000796413,0.0010614295],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99811757,0.00003422723,0.00067335163,0.00021462173,0.00073977583,0.0002204718],"domain_scores_gemma":[0.9985561,0.000074364594,0.0001788295,0.0002963721,0.0008426883,0.00005167099],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00049947103,0.00027190452,0.00045665837,0.00020079984,0.00003424748,0.000019744555,0.00012724657,0.00031562266,0.00015780986],"category_scores_gemma":[0.00040609884,0.00030246962,0.00011711672,0.0005950369,0.000013314055,0.00011156578,0.000014639943,0.00021938694,0.0000012770278],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000023676191,0.000010443338,0.000041904692,0.0004968369,0.000049708004,4.4224925e-7,0.00013244148,0.89903885,0.09679982,0.00004130587,0.000010310424,0.0033755947],"study_design_scores_gemma":[0.00022187259,0.000019670179,0.0009133831,0.0005246638,0.00038575544,0.0000024155795,0.00032524645,0.8599108,0.1374418,0.000011435093,0.000002770584,0.00024021082],"about_ca_topic_score_codex":0.00066268106,"about_ca_topic_score_gemma":0.000052075207,"teacher_disagreement_score":0.040641975,"about_ca_system_score_codex":0.00011581297,"about_ca_system_score_gemma":0.00022565486,"threshold_uncertainty_score":0.9999427},"labels":[],"label_agreement":null},{"id":"W4238389174","doi":"10.1177/0361198106197500117","title":"Influence of Soil Strength on Optimal Embedment Depth of Geosynthetic Reinforcement Layer in Granular-Reinforced Foundations","year":2006,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Embedment; Geotechnical engineering; Reinforcement; Geosynthetics; Parametric statistics; Scale (ratio); Overburden; Overburden pressure; Geology; Structural engineering; Engineering; Mathematics; Physics","score_opus":0.03324321914790737,"score_gpt":0.3132813205495476,"score_spread":0.2800381014016402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4238389174","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940737,0.000051801926,0.0048035835,0.00016693243,0.00009795356,0.0005635416,0.000027840726,0.000028281482,0.00018639443],"genre_scores_gemma":[0.99910426,0.00025209272,0.00040384152,0.0000033375431,0.000028946706,0.000047953385,0.000026209751,0.000035978544,0.00009734907],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9951934,0.00022082082,0.0016330541,0.00019313443,0.002237018,0.0005225527],"domain_scores_gemma":[0.9973909,0.0005160008,0.00025215594,0.00036713088,0.0013429476,0.00013081385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018821551,0.00019748359,0.00039736112,0.0010227922,0.00013017259,0.000033689976,0.0005271138,0.00015100757,0.00005823521],"category_scores_gemma":[0.00012454204,0.00016471338,0.00022759898,0.0015988464,0.00032437834,0.00029823362,0.0000043874165,0.0010764258,0.0000036492088],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002471577,0.000106991356,0.008962903,0.00030862982,0.000031453576,0.000010258994,0.0005755606,0.9772442,0.008517178,0.0032644507,0.00007933869,0.0006518624],"study_design_scores_gemma":[0.0018572282,0.00072442496,0.8744105,0.0008939566,0.000038166796,3.3662022e-7,0.0004562148,0.09033505,0.029672325,0.00077288656,0.00060517463,0.00023373743],"about_ca_topic_score_codex":0.0069012432,"about_ca_topic_score_gemma":0.014411441,"teacher_disagreement_score":0.8869092,"about_ca_system_score_codex":0.00021645318,"about_ca_system_score_gemma":0.0002229089,"threshold_uncertainty_score":0.9997119},"labels":[],"label_agreement":null},{"id":"W4239325481","doi":"10.1139/cgj-37-2-485","title":"Determination of passive earth pressure coefficients by the method of triangular slices","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Function (biology); Limit (mathematics); Series (stratigraphy); Geology; Moment (physics); Scaling; Rock mass classification; Mathematics; Mathematical analysis; Mechanics; Applied mathematics; Geometry; Geotechnical engineering; Classical mechanics; Physics","score_opus":0.005531505407008503,"score_gpt":0.21209809517502817,"score_spread":0.20656658976801967,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4239325481","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07045173,0.0019935574,0.9246648,0.0005614553,0.00029688654,0.0004610846,0.00017722385,0.00016321601,0.0012300472],"genre_scores_gemma":[0.99820375,0.000098545235,0.0014416,0.000027365191,0.000037750924,0.00000550222,0.000006206004,0.000019967849,0.00015928797],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990264,0.000059926162,0.00036570415,0.000091244336,0.00021994121,0.00023678632],"domain_scores_gemma":[0.99935126,0.000091037204,0.000060367678,0.00019608626,0.00008750959,0.00021372695],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036771852,0.00010844992,0.00019540337,0.00010417522,0.00007023494,0.00002035056,0.00027967163,0.00017054519,0.00026019636],"category_scores_gemma":[0.00013293004,0.00008538208,0.00009267648,0.00028929103,0.000058568257,0.00006393002,0.0000063897655,0.00035471533,0.0000029936764],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004221933,0.000010655118,0.0000039868846,0.000024143445,0.000020138172,0.0000028392885,0.000056705714,0.81578225,0.0017214493,0.00006699255,0.0006504831,0.18165614],"study_design_scores_gemma":[0.00037918185,0.000087170134,0.000622152,0.000073058836,0.00006822327,0.00009266033,0.000030903324,0.88169724,0.0051019895,0.00018715103,0.11149501,0.00016528733],"about_ca_topic_score_codex":0.0009919866,"about_ca_topic_score_gemma":0.0002692908,"teacher_disagreement_score":0.9277521,"about_ca_system_score_codex":0.00003983029,"about_ca_system_score_gemma":0.00006286501,"threshold_uncertainty_score":0.34817803},"labels":[],"label_agreement":null},{"id":"W4240188032","doi":"10.1139/cgj-37-1-75","title":"Tire-reinforced earthfill. Part 1: Construction of a test fill, performance, and retaining wall design","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Scrap; Retaining wall; Geotechnical engineering; Engineering; Reinforcement; Structural engineering; Mechanical engineering","score_opus":0.008068029821931657,"score_gpt":0.1630888568358058,"score_spread":0.15502082701387412,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4240188032","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96984076,0.00051768665,0.02311017,0.0004097399,0.0003261118,0.0004121268,0.000041948388,0.000593863,0.004747589],"genre_scores_gemma":[0.99793667,0.00070862705,0.0010780598,0.000039726718,0.00006547139,0.0000056907875,0.0000056235613,0.000026180203,0.00013398357],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99897313,0.000017093646,0.00038428284,0.00011513735,0.00014700789,0.00036332518],"domain_scores_gemma":[0.9992244,0.000075494456,0.0000354756,0.00015035442,0.000057759007,0.00045651576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029845827,0.00014793509,0.00020631877,0.00017257157,0.00012504225,0.000041118503,0.00011900475,0.00020775308,0.00036591687],"category_scores_gemma":[0.00012803084,0.000149175,0.00005055106,0.0002428287,0.00010143966,0.00014853386,0.0000062499976,0.00047147428,0.000012246225],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000052127575,0.000002141366,0.00012900145,0.000025001911,0.00001186693,0.000008390788,0.000028334976,0.87941873,0.00015727563,0.000069198315,0.0005468086,0.11959803],"study_design_scores_gemma":[0.00029140952,0.0001542754,0.002016721,0.00013832722,0.00001915616,0.0004942573,0.000013397931,0.96812534,0.00028365734,0.000048238726,0.028195534,0.00021965367],"about_ca_topic_score_codex":0.00024701437,"about_ca_topic_score_gemma":0.00006015072,"teacher_disagreement_score":0.11937837,"about_ca_system_score_codex":0.00010848353,"about_ca_system_score_gemma":0.00010420513,"threshold_uncertainty_score":0.608318},"labels":[],"label_agreement":null},{"id":"W4241344372","doi":"10.1680/geng.2004.157.3.137","title":"Modelling vibrated stone columns in soft clay","year":2004,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":166,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Punching; Shearing (physics); Column (typography); Geotechnical engineering; Materials science; Settlement (finance); Bending; Structural engineering; Composite material; Geology; Engineering; Computer science","score_opus":0.007423313409347914,"score_gpt":0.18039579598351366,"score_spread":0.17297248257416575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4241344372","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4772097,0.00040311555,0.5198974,0.00009622626,0.00037364202,0.00044327453,0.000009591231,0.00093372306,0.0006333337],"genre_scores_gemma":[0.9967922,0.000110996756,0.002948883,0.000005641077,0.00003723316,0.00003240547,0.0000035230937,0.00006366303,0.0000054489074],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980816,0.0000024096616,0.0007579987,0.00026941247,0.00043610216,0.00045248037],"domain_scores_gemma":[0.99935985,0.00004083912,0.00010079081,0.00022884364,0.00015459322,0.00011507771],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00036417012,0.00033295032,0.00049238745,0.00031005047,0.000047018406,0.000020354313,0.000521732,0.0003656403,0.000008956333],"category_scores_gemma":[0.000260434,0.00033145174,0.00018798461,0.0012922869,0.00013197718,0.0003284623,0.000094021,0.00067779754,0.000002762345],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007900769,0.000049343445,0.000016881355,0.00042788486,0.000024369598,6.8921327e-7,0.00013094726,0.9439709,0.04858286,0.0066810083,0.000013841908,0.000093357536],"study_design_scores_gemma":[0.00067726104,0.000037520364,0.00026783734,0.0006826317,0.000026171845,0.000011949937,0.000029183111,0.96672,0.03040736,0.0005698654,0.00024106259,0.00032919296],"about_ca_topic_score_codex":0.0000813845,"about_ca_topic_score_gemma":0.00001221317,"teacher_disagreement_score":0.5195825,"about_ca_system_score_codex":0.0002601072,"about_ca_system_score_gemma":0.00004998409,"threshold_uncertainty_score":0.99991375},"labels":[],"label_agreement":null},{"id":"W4241674216","doi":"10.32920/ryerson.14648406","title":"Reliability-Based Ultimate Limit State Design of Micropiles in Ontario Soils","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"Ontario Centres of Excellence","keywords":"Reliability (semiconductor); Limit state design; Engineering; Geotechnical engineering; Statistical analysis; Structural engineering; Reliability engineering; Mathematics; Statistics","score_opus":0.01839114563068514,"score_gpt":0.19956118725851274,"score_spread":0.1811700416278276,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4241674216","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5525266,0.00011963976,0.44619435,0.000009759207,0.0002302019,0.00029423277,0.000009075223,0.0003447748,0.00027138914],"genre_scores_gemma":[0.9623415,0.000073853604,0.03729372,0.000008329966,0.0000060544344,0.00006030161,0.00009380056,0.000050036157,0.00007243331],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985644,0.000051147923,0.00060213706,0.0003405711,0.00017026735,0.00027144962],"domain_scores_gemma":[0.99908847,0.00013155545,0.000050496477,0.0005647749,0.00010291013,0.00006180947],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003171682,0.00029134718,0.0005003393,0.0001579544,0.0000101066935,0.000038348975,0.0002047607,0.00033303606,0.00010097954],"category_scores_gemma":[0.00007873185,0.00030577122,0.0001203331,0.00015357615,0.000030862713,0.00004134073,0.00010197486,0.00075677724,0.0000038591784],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008026225,0.000053155793,0.00038687693,0.000734651,0.000016349572,0.000005236019,0.000253418,0.99403965,0.0040547247,0.0000054167044,0.00002241475,0.00042007366],"study_design_scores_gemma":[0.00025715906,0.000022250997,0.0076243295,0.0004036792,0.000015402036,4.4324076e-7,0.000017033284,0.97232896,0.018677143,0.00024811714,0.00006576638,0.0003397352],"about_ca_topic_score_codex":0.016207863,"about_ca_topic_score_gemma":0.022351101,"teacher_disagreement_score":0.4098149,"about_ca_system_score_codex":0.00041245302,"about_ca_system_score_gemma":0.00024720636,"threshold_uncertainty_score":0.99993944},"labels":[],"label_agreement":null},{"id":"W4246410254","doi":"10.32920/ryerson.14654652","title":"Impact of slopes on the lateral resistance of steel piles","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; Queen's University","funders":"","keywords":"Geotechnical engineering; Pile; Stiffness; Structural engineering; Finite element method; Crest; Geology; Levee; Foundation (evidence); Lagging; Parametric statistics; Engineering; Passive resistance; Resistance (ecology); Mathematics","score_opus":0.012758580161623179,"score_gpt":0.22533349862084734,"score_spread":0.21257491845922416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4246410254","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9852345,0.00033630896,0.007796291,0.00003485019,0.00015585458,0.00013683163,0.00003366472,0.00016434462,0.006107351],"genre_scores_gemma":[0.99925524,0.00014145093,0.0003423799,0.0000023781224,0.000015248928,0.000010994643,0.000018680385,0.000021828006,0.0001917761],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993544,0.000019389146,0.00026166707,0.000119059936,0.00013954173,0.00010594031],"domain_scores_gemma":[0.9993494,0.000096493,0.000042158266,0.0004214809,0.00006797793,0.00002246361],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000105646206,0.0001483123,0.00025932828,0.000042632735,0.000009071043,0.000014657868,0.00017366077,0.00014947716,0.00009221377],"category_scores_gemma":[0.00007341057,0.00009698481,0.00017277055,0.000100049714,0.000024176312,0.000015934153,0.00007311662,0.00026842518,9.333936e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000045432716,0.000016578799,0.00009245989,0.00031759968,0.00006656639,4.6578154e-7,0.00010214385,0.99614704,0.0019824302,0.0008688124,0.00018889719,0.00021244874],"study_design_scores_gemma":[0.0006322032,0.00026664836,0.20479174,0.0039937794,0.00013909391,0.0000020156033,0.00021766435,0.74049973,0.044858877,0.0022731386,0.0009251828,0.0013999393],"about_ca_topic_score_codex":0.000062038525,"about_ca_topic_score_gemma":0.00002582612,"teacher_disagreement_score":0.25564733,"about_ca_system_score_codex":0.000045430792,"about_ca_system_score_gemma":0.000025194526,"threshold_uncertainty_score":0.39549258},"labels":[],"label_agreement":null},{"id":"W4247520727","doi":"10.3141/1819b-05","title":"Full-Depth In-Place Recycling and Road Strengthening Systems for Low-Volume Roads: Highway No. 19 Case Study","year":2003,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Saskatchewan Health; University of Saskatchewan","funders":"","keywords":"Truck; Asphalt; Transport engineering; Subgrade; Road construction; Environmental science; Per capita; Engineering; Civil engineering; Business; Geography","score_opus":0.048461092628827966,"score_gpt":0.33021757747778824,"score_spread":0.28175648484896026,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4247520727","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99022794,0.00062044046,0.0065724077,0.0001010828,0.0006330395,0.001677367,0.000027265789,0.000077684235,0.000062778934],"genre_scores_gemma":[0.9978961,0.0007398187,0.000762286,0.000002898525,0.000090922025,0.0001963761,0.000008375293,0.00007674513,0.00022651818],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9952101,0.0007562781,0.0014127631,0.0003607294,0.00149334,0.0007667949],"domain_scores_gemma":[0.9966548,0.00095205574,0.00017052008,0.00034519477,0.0015286149,0.00034881142],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0059233257,0.00026198747,0.0004815403,0.00084533077,0.00037257563,0.00015684059,0.00036829975,0.0002025936,0.000023971197],"category_scores_gemma":[0.0005979614,0.00022077587,0.0001665745,0.0013472822,0.00014526834,0.00042486755,0.0000033288525,0.0016640513,0.0000045920683],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005339336,0.00028505133,0.044711784,0.0009551554,0.00013382544,0.00052159367,0.0046260892,0.94267136,0.0014242325,0.00033725906,0.0005827903,0.0032169234],"study_design_scores_gemma":[0.01388037,0.004694404,0.47717324,0.0022395328,0.00022305356,0.0000674924,0.052228644,0.42610008,0.00051507493,0.0006714803,0.02074155,0.0014651049],"about_ca_topic_score_codex":0.005808032,"about_ca_topic_score_gemma":0.021879703,"teacher_disagreement_score":0.5165713,"about_ca_system_score_codex":0.00027358872,"about_ca_system_score_gemma":0.00019312675,"threshold_uncertainty_score":0.99596846},"labels":[],"label_agreement":null},{"id":"W4247586662","doi":"10.1139/t01-038","title":"Compressibility behaviour of remoulded, fine-grained soils and correlation with index properties: Discussion","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Compressibility; Soil water; Geology; Index (typography); Soil science; Mechanics; Computer science; Physics","score_opus":0.009411990918033122,"score_gpt":0.18903996665284364,"score_spread":0.1796279757348105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4247586662","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8528322,0.00025838646,0.14571013,0.0005106554,0.000116389696,0.00022582762,0.000009896798,0.00018107113,0.00015544058],"genre_scores_gemma":[0.9995871,0.000050383416,0.00021308014,0.000014471219,0.00004038658,0.000006106201,0.000005969365,0.000026887012,0.000055601136],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989551,0.000027185746,0.00035857427,0.00015113193,0.0002022079,0.00030583327],"domain_scores_gemma":[0.9991589,0.000020650115,0.00005340235,0.00020830584,0.000098257966,0.0004604366],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002387672,0.00015941307,0.00022125292,0.00017507095,0.00010814185,0.000039857903,0.00013373567,0.00021582657,0.00003220783],"category_scores_gemma":[0.000106461084,0.00010491485,0.000045411623,0.0002694521,0.000100234254,0.00014305953,0.00001610812,0.0005617951,0.0000012927957],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025964531,0.00001648067,0.0046468964,0.000034647048,0.000012268943,0.000025590392,0.000073333336,0.9866591,0.0006881549,0.00004190565,0.00012330285,0.007652319],"study_design_scores_gemma":[0.0006369636,0.00013966461,0.054499283,0.00028335958,0.000029570248,0.00044311627,0.000071231996,0.94198847,0.00012573383,0.00025148486,0.0012528517,0.0002782705],"about_ca_topic_score_codex":0.0015913026,"about_ca_topic_score_gemma":0.0026459761,"teacher_disagreement_score":0.14675492,"about_ca_system_score_codex":0.0001693611,"about_ca_system_score_gemma":0.00010149763,"threshold_uncertainty_score":0.42783034},"labels":[],"label_agreement":null},{"id":"W4247616047","doi":"10.22215/etd/2007-07620","title":"2005 NBCC-based seismic design of gravity retaining walls","year":2007,"lang":"en","type":"dissertation","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; Canadian Heritage","funders":"University of Ottawa","keywords":"Engineering","score_opus":0.012279568817145467,"score_gpt":0.2380092347874428,"score_spread":0.2257296659702973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4247616047","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.030696858,0.00034615933,0.9609591,0.0000057021894,0.0004390336,0.00030211647,0.000007890451,0.0008813428,0.006361816],"genre_scores_gemma":[0.9913348,0.000061167535,0.0065173004,0.000012261741,0.00004196072,0.000021007152,0.0005014468,0.00010057553,0.0014094969],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879706,0.000018555898,0.00043978615,0.00019119513,0.00025256688,0.00030081315],"domain_scores_gemma":[0.99936545,0.00013266507,0.00006640158,0.00026637028,0.00008810791,0.000080976795],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004038091,0.00027094808,0.000360982,0.00024175154,0.000025185243,0.000012900046,0.00015459338,0.00050215225,0.000079351645],"category_scores_gemma":[0.00008906138,0.0002838994,0.000106808984,0.00024303785,0.000012683464,0.00003972738,0.00000404276,0.00035091594,0.000014938675],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001563874,0.000015454762,0.0000036871097,0.0004067765,0.000022955157,0.0000016797262,0.000053310527,0.99385875,0.002131782,0.000077908015,0.00029665817,0.0031153786],"study_design_scores_gemma":[0.00021107814,0.000031484138,0.00025037403,0.00017888479,0.000043024156,4.752018e-7,0.000051101793,0.9816992,0.01634367,0.00012339954,0.0007467371,0.00032056315],"about_ca_topic_score_codex":0.000039951407,"about_ca_topic_score_gemma":0.000036590875,"teacher_disagreement_score":0.9606379,"about_ca_system_score_codex":0.00009109827,"about_ca_system_score_gemma":0.000051270043,"threshold_uncertainty_score":0.9999613},"labels":[],"label_agreement":null},{"id":"W4250218378","doi":"10.1520/d7239-13r18","title":"Specification for Hybrid Geosynthetic Paving Mat for Highway Applications","year":2018,"lang":"en","type":"standard","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geosynthetics; Civil engineering; Engineering; Computer science; Environmental science; Geology","score_opus":0.012287738657546959,"score_gpt":0.22539522241573695,"score_spread":0.21310748375819,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4250218378","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000025457575,0.00045592847,0.98762375,0.00010974404,0.0010548729,0.002035779,0.0015118867,0.0015163062,0.0056662816],"genre_scores_gemma":[0.4119022,0.0085986415,0.294253,0.0003183674,0.031006562,0.077437125,0.062842906,0.004499933,0.109141305],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987255,0.0000052487208,0.0004056832,0.00036328493,0.00015842925,0.00034189268],"domain_scores_gemma":[0.9989131,0.00021449995,0.00005831338,0.0005049555,0.00022775232,0.000081365804],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002099883,0.00029968985,0.00033366386,0.00014086653,0.00012728336,0.00006914948,0.00024783236,0.00027529645,0.000066103654],"category_scores_gemma":[0.00008764773,0.00030676243,0.00018482989,0.00012141495,0.000036245026,0.00005126554,0.00001836559,0.0001467115,0.000041093354],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002414562,0.00006269076,4.933878e-7,0.0049801497,0.00016377596,2.2894797e-7,0.000061936305,0.19104888,0.0008599847,0.015130246,0.7036644,0.084003046],"study_design_scores_gemma":[0.00016744589,0.00003616761,0.0000025152672,0.000071016984,0.000056035118,0.000001518479,0.0000073736496,0.17126311,0.0007967305,0.0019424863,0.8253329,0.0003227299],"about_ca_topic_score_codex":0.0000038853436,"about_ca_topic_score_gemma":0.000009677821,"teacher_disagreement_score":0.69337076,"about_ca_system_score_codex":0.00020378554,"about_ca_system_score_gemma":0.000029256433,"threshold_uncertainty_score":0.9999384},"labels":[],"label_agreement":null},{"id":"W4251256732","doi":"10.21741/9781945291838-76","title":"The Effect of using Recycled Materials in Earth-Based Blocks","year":2018,"lang":"en","type":"article","venue":"Materials research proceedings","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Polystyrene; Expanded polystyrene; Polyethylene terephthalate; Earth (classical element); Materials science; Polyethylene; Waste management; Environmental science; Process engineering; Astrobiology; Composite material; Polymer; Engineering; Physics","score_opus":0.024882024509324238,"score_gpt":0.3083696894380161,"score_spread":0.2834876649286919,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4251256732","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99864036,0.000034253837,0.00014722173,0.000028756514,0.0002470907,0.00035059417,0.0000072313956,0.00014925303,0.00039521925],"genre_scores_gemma":[0.9996001,0.000018327406,0.00008578099,0.0000017562088,0.00014667916,0.000080441816,0.0000025969819,0.00003945541,0.000024875544],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985186,0.00007345677,0.000378969,0.00017043097,0.00036951585,0.0004890265],"domain_scores_gemma":[0.99936604,0.00019684373,0.000033654604,0.00014563376,0.00020220746,0.000055604803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003201953,0.00013910522,0.00026345582,0.0002007304,0.00014066925,0.0001475202,0.00025665792,0.0001395117,0.000088547255],"category_scores_gemma":[0.00063922827,0.00010128577,0.000022367249,0.00051837286,0.00021836083,0.00008619617,0.00006674567,0.0001268144,0.000010960628],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009204867,0.000005201949,0.00008495425,0.00027132232,0.000005841487,6.1819304e-7,0.000053269272,0.0011378742,0.9977691,0.00012938735,0.000086660795,0.0003637057],"study_design_scores_gemma":[0.00034386732,0.00022731176,0.0003811387,0.00018627476,0.0000032429703,0.0000011041026,0.000015551723,0.01857893,0.97948563,0.00012787066,0.0005504449,0.00009865855],"about_ca_topic_score_codex":0.00010938094,"about_ca_topic_score_gemma":0.000006934592,"teacher_disagreement_score":0.01828351,"about_ca_system_score_codex":0.00006565783,"about_ca_system_score_gemma":0.000016962216,"threshold_uncertainty_score":0.41303137},"labels":[],"label_agreement":null},{"id":"W4251683541","doi":"10.1139/cgj-37-4-918","title":"Tension tests on wedge-piles in sensitive clays","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Wedge (geometry); Geology; Tension (geology); Materials science; Ultimate tensile strength; Composite material; Mathematics","score_opus":0.0068928461836723414,"score_gpt":0.1887565043226545,"score_spread":0.18186365813898217,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4251683541","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97767395,0.00032777447,0.004023225,0.001979008,0.0006292501,0.00037964594,0.00003421635,0.0007900006,0.014162938],"genre_scores_gemma":[0.9991123,0.00018992623,0.00011281455,0.00028716057,0.00013986051,0.0000052523455,0.000006956764,0.000039707196,0.00010602035],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99876267,0.00003193066,0.00032222868,0.00016995212,0.00018124215,0.0005319497],"domain_scores_gemma":[0.9990812,0.00007017741,0.000015166526,0.00019772437,0.00004379425,0.0005919644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024408232,0.00018669663,0.0002081143,0.0003312658,0.00009548319,0.00005078137,0.0001569731,0.00029146238,0.00030557095],"category_scores_gemma":[0.00013156226,0.00018432384,0.00007699336,0.0003935877,0.000042418178,0.00008644929,0.0000061255773,0.001032241,0.00020991452],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006360886,0.000011691935,0.000025664514,0.000005518092,0.0000051329544,0.00024117963,0.00002508722,0.95801437,0.0003759311,0.00011019163,0.0021136585,0.0390652],"study_design_scores_gemma":[0.00072193524,0.00016648417,0.031513385,0.00035535794,0.000014073354,0.0007110549,0.000038135695,0.8974462,0.00027681573,0.0009538213,0.06716554,0.00063720875],"about_ca_topic_score_codex":0.0011721622,"about_ca_topic_score_gemma":0.003679412,"teacher_disagreement_score":0.06505188,"about_ca_system_score_codex":0.00051895366,"about_ca_system_score_gemma":0.000092821036,"threshold_uncertainty_score":0.7516508},"labels":[],"label_agreement":null},{"id":"W4252434374","doi":"10.3208/sandf.51.e2","title":"Editorial","year":2011,"lang":"en","type":"editorial","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kootenay Association for Science & Technology","funders":"","keywords":"Editorial board; Library science; Political science; Engineering; Geotechnical engineering; Computer science","score_opus":0.007158801820804227,"score_gpt":0.21241443745583524,"score_spread":0.20525563563503102,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4252434374","genre_codex":"editorial","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0000197024,0.00023618946,0.0034673791,0.0000048577576,0.9897443,0.00007568647,0.00006642265,0.000518548,0.0058669173],"genre_scores_gemma":[0.0008691246,0.00079878635,0.00010384422,0.0000010336884,0.99739844,0.000037886468,0.00043360694,0.00005124796,0.00030603478],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992565,0.0000071667187,0.00018608835,0.00016491293,0.00021285466,0.00017249156],"domain_scores_gemma":[0.9994971,0.00011818036,0.000021392936,0.00018956373,0.00009707615,0.000076692726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000096595795,0.00018055493,0.0001804163,0.000070272865,0.00008253371,0.000074264586,0.000096182244,0.0006593863,0.000045976223],"category_scores_gemma":[0.00021961187,0.00018785954,0.00004628241,0.00009691996,0.000039467508,0.00008615722,0.000024593017,0.00048643746,0.000049346316],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[8.984856e-7,0.000005837734,2.1283518e-7,0.0000741395,0.00001895657,1.52912e-7,0.000045150417,0.0026188544,0.0000047149856,0.00039287884,0.9953215,0.001516706],"study_design_scores_gemma":[0.00011189622,0.000018112703,0.0000050002477,0.000028942974,0.000031736785,1.7693031e-7,0.0000038064977,0.0038685864,0.0000017080034,0.0010201872,0.99470216,0.00020770328],"about_ca_topic_score_codex":0.000044516168,"about_ca_topic_score_gemma":0.000030278949,"teacher_disagreement_score":0.0076541384,"about_ca_system_score_codex":0.000040711286,"about_ca_system_score_gemma":0.000042504435,"threshold_uncertainty_score":0.76606894},"labels":[],"label_agreement":null},{"id":"W4254587143","doi":"10.32920/ryerson.14648799","title":"Finite element analysis of freezing effect on soil nail wall","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Soil nailing; Finite element method; Geotechnical engineering; Frost heaving; Parametric statistics; Lateral earth pressure; Frost (temperature); Excavation; Environmental science; Geology; Engineering; Structural engineering; Materials science; Composite material; Mathematics","score_opus":0.00796300366213722,"score_gpt":0.21062700038244575,"score_spread":0.20266399672030852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4254587143","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6660641,0.00040663793,0.3255574,0.00008003666,0.00047812253,0.00027800308,0.000028693483,0.0015739682,0.005533038],"genre_scores_gemma":[0.99914783,0.00008597755,0.00025065523,0.000015175908,0.000024460474,0.000044761524,0.00025689512,0.000043435706,0.00013082368],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988007,0.00003614739,0.0003694415,0.00030480648,0.00028010528,0.00020877972],"domain_scores_gemma":[0.9990136,0.00021744362,0.000049664683,0.0005860235,0.00006897856,0.00006428702],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026953168,0.00028032958,0.0006419696,0.00038524764,0.00001633821,0.000036673413,0.00018320447,0.0002954195,0.00013240303],"category_scores_gemma":[0.00011088293,0.0002695768,0.0004128266,0.00057598983,0.000010753425,0.000019055164,0.00013818276,0.00044702858,0.000006758505],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000021563503,0.000019493478,0.00006326385,0.0004783859,0.0010245625,0.0000023664425,0.00008383133,0.99488354,0.00066964194,0.00004937936,0.000093903735,0.002629473],"study_design_scores_gemma":[0.000104792525,0.000048983726,0.0006612912,0.00012760043,0.00065444113,5.474557e-8,0.00001108531,0.9897063,0.00804314,0.000007625981,0.00038819577,0.00024651125],"about_ca_topic_score_codex":0.00014010606,"about_ca_topic_score_gemma":0.000144373,"teacher_disagreement_score":0.33308372,"about_ca_system_score_codex":0.00011623043,"about_ca_system_score_gemma":0.000014023823,"threshold_uncertainty_score":0.9999756},"labels":[],"label_agreement":null},{"id":"W4254741435","doi":"10.1007/978-3-319-12127-7_139-1","title":"Geotechnical Engineering","year":2017,"lang":"en","type":"book-chapter","venue":"Techniques in Dentistry and Oral & Maxillofacial Surgery","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Geotechnical engineering; Geology; Engineering","score_opus":0.01845170824895928,"score_gpt":0.23773653184159466,"score_spread":0.21928482359263538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4254741435","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04503187,0.028396318,0.09670422,0.00042851828,0.018854361,0.005820374,0.0010406922,0.04932637,0.7543973],"genre_scores_gemma":[0.8198989,0.029730659,0.0060563083,0.00014108214,0.0010438305,0.0005105872,0.0008160049,0.0015440973,0.1402585],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99833184,0.000005495833,0.0005834958,0.0004096585,0.00025189784,0.0004176094],"domain_scores_gemma":[0.9991371,0.00005731385,0.000089168345,0.0005442271,0.00003330987,0.0001388672],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00037775948,0.00052652566,0.00076141313,0.00033759902,0.000078540346,0.000115267096,0.00027653735,0.001144019,0.00008930383],"category_scores_gemma":[0.00015025775,0.0006173648,0.00020892457,0.000039224764,0.00012832972,0.00017907823,0.00015163432,0.0009367229,0.000021338188],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004677778,0.00006362674,0.00077631517,0.0022147023,0.00019628256,0.0030746504,0.000038376522,0.015826404,0.0007787699,0.04432199,0.0026969537,0.92996514],"study_design_scores_gemma":[0.00010730519,0.000023293711,0.0013948684,0.0009952525,0.00004836501,0.00015448371,8.216143e-7,0.008515032,0.0007448301,0.0054591554,0.9811769,0.0013796914],"about_ca_topic_score_codex":0.00003466512,"about_ca_topic_score_gemma":0.000011646829,"teacher_disagreement_score":0.9784799,"about_ca_system_score_codex":0.00011036194,"about_ca_system_score_gemma":0.000023658205,"threshold_uncertainty_score":0.99962777},"labels":[],"label_agreement":null},{"id":"W4255182073","doi":"10.32920/ryerson.14654652.v1","title":"Impact of slopes on the lateral resistance of steel piles","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; Queen's University","funders":"","keywords":"Geotechnical engineering; Pile; Structural engineering; Stiffness; Finite element method; Crest; Geology; Foundation (evidence); Levee; Lagging; Parametric statistics; Engineering; Pile cap","score_opus":0.012758580161623179,"score_gpt":0.22533349862084734,"score_spread":0.21257491845922416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4255182073","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9852345,0.00033630896,0.007796291,0.00003485019,0.00015585458,0.00013683163,0.00003366472,0.00016434462,0.006107351],"genre_scores_gemma":[0.99925524,0.00014145093,0.0003423799,0.0000023781224,0.000015248928,0.000010994643,0.000018680385,0.000021828006,0.0001917761],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993544,0.000019389146,0.00026166707,0.000119059936,0.00013954173,0.00010594031],"domain_scores_gemma":[0.9993494,0.000096493,0.000042158266,0.0004214809,0.00006797793,0.00002246361],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000105646206,0.0001483123,0.00025932828,0.000042632735,0.000009071043,0.000014657868,0.00017366077,0.00014947716,0.00009221377],"category_scores_gemma":[0.00007341057,0.00009698481,0.00017277055,0.000100049714,0.000024176312,0.000015934153,0.00007311662,0.00026842518,9.333936e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000045432716,0.000016578799,0.00009245989,0.00031759968,0.00006656639,4.6578154e-7,0.00010214385,0.99614704,0.0019824302,0.0008688124,0.00018889719,0.00021244874],"study_design_scores_gemma":[0.0006322032,0.00026664836,0.20479174,0.0039937794,0.00013909391,0.0000020156033,0.00021766435,0.74049973,0.044858877,0.0022731386,0.0009251828,0.0013999393],"about_ca_topic_score_codex":0.000062038525,"about_ca_topic_score_gemma":0.00002582612,"teacher_disagreement_score":0.25564733,"about_ca_system_score_codex":0.000045430792,"about_ca_system_score_gemma":0.000025194526,"threshold_uncertainty_score":0.39549258},"labels":[],"label_agreement":null},{"id":"W4255223775","doi":"10.1007/978-3-319-73568-9_257","title":"Shear Strength","year":2018,"lang":"en","type":"book-chapter","venue":"Encyclopedia of earth sciences series/Encyclopedia of earth sciences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Materials science; Geology; Structural engineering; Engineering","score_opus":0.012694198026999365,"score_gpt":0.21559495516474972,"score_spread":0.20290075713775035,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4255223775","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.020661997,0.0020725967,0.00033664735,0.00006510839,0.00258394,0.0005483161,0.00015884617,0.0004451142,0.9731274],"genre_scores_gemma":[0.13895923,0.106093936,0.052146632,0.000116843265,0.0037478905,0.00011030576,0.00017889976,0.0005658952,0.69808036],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99429137,0.000043498338,0.0015962955,0.0011125301,0.0019395588,0.001016769],"domain_scores_gemma":[0.99762523,0.00033829254,0.0005539015,0.00077508367,0.00034557012,0.00036193637],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.001330601,0.0008842572,0.0012144941,0.00085203367,0.00040400284,0.00010014632,0.0016790164,0.0006150418,0.0025026891],"category_scores_gemma":[0.00034411607,0.0008060549,0.00036280075,0.0010836825,0.0046550236,0.0010564573,0.0002673718,0.00061078824,0.00015510971],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017217538,0.0005244731,0.0057447455,0.004925302,0.00062633905,0.00009003765,0.0071434327,0.652917,0.0012130853,0.2625983,0.014198395,0.049846712],"study_design_scores_gemma":[0.0005393754,0.0030358913,0.0030941917,0.0012771867,0.0001720531,0.000041349507,0.0003935188,0.015610727,0.00094471464,0.014792137,0.95765173,0.002447137],"about_ca_topic_score_codex":0.00005176441,"about_ca_topic_score_gemma":0.00035527197,"teacher_disagreement_score":0.9434533,"about_ca_system_score_codex":0.000010901197,"about_ca_system_score_gemma":0.00059242174,"threshold_uncertainty_score":0.99943906},"labels":[],"label_agreement":null},{"id":"W4255645567","doi":"10.1139/cgj-38-2-276","title":"Static response of fly ash columnar improved ground","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Consolidation (business); Fly ash; Materials science; Overburden pressure; Pore water pressure; Composite number; Triaxial shear test; Soil water; Composite material; Shear (geology); Geology; Soil science","score_opus":0.007467870987568353,"score_gpt":0.19295611527416467,"score_spread":0.18548824428659633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4255645567","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88132197,0.00042440635,0.114855,0.0011274486,0.00063723675,0.00030640274,0.00004025825,0.00046733767,0.0008199582],"genre_scores_gemma":[0.99894977,0.00010910676,0.0005215713,0.00009549541,0.00007522331,0.0000072862313,0.000004282515,0.00004361434,0.00019366415],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99864274,0.000054826793,0.00046980253,0.00013045751,0.00019610029,0.0005060659],"domain_scores_gemma":[0.99874234,0.00011895299,0.000049228725,0.00026570412,0.00011397972,0.0007098088],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065505184,0.0001646562,0.00024825623,0.0002934841,0.00009820829,0.00005432306,0.0002794409,0.00023423626,0.000160799],"category_scores_gemma":[0.00039628093,0.00017607522,0.000106816624,0.0004546494,0.00007012942,0.00011736873,0.000014692137,0.00059666915,0.000017656448],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000829335,0.00002527018,0.000067116176,0.000043023058,0.000049967017,0.00017604577,0.00008122186,0.97083354,0.013115625,0.0001980462,0.0032320383,0.012095153],"study_design_scores_gemma":[0.00093019876,0.00038145608,0.011911987,0.00014091785,0.000049091723,0.0010384085,0.00010648672,0.86097914,0.00039678634,0.001181298,0.122297384,0.0005868429],"about_ca_topic_score_codex":0.0024087585,"about_ca_topic_score_gemma":0.0023349803,"teacher_disagreement_score":0.11906535,"about_ca_system_score_codex":0.00042716117,"about_ca_system_score_gemma":0.00024412817,"threshold_uncertainty_score":0.71801394},"labels":[],"label_agreement":null},{"id":"W4256308820","doi":"10.1061/(asce)1090-0241(2001)127:2(200)","title":"Analysis of Load Tests on Piles Driven through Calcareous Desert Sands","year":2001,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Intertek (Canada)","funders":"","keywords":"Geotechnical engineering; Calcareous; Geology; Pile; Calcareous soils; Desert (philosophy)","score_opus":0.006050209764811851,"score_gpt":0.1942153856208816,"score_spread":0.18816517585606973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4256308820","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9886917,0.0006560438,0.010175592,0.000047645157,0.00011428112,0.00006626338,0.000007326024,0.000094877236,0.00014626118],"genre_scores_gemma":[0.9983228,0.0012491231,0.00031475385,0.000015606374,0.000048166283,0.0000032383132,0.0000044790004,0.000028877535,0.0000129575055],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998678,0.000010394986,0.00055131066,0.00014292038,0.00037538284,0.00024194585],"domain_scores_gemma":[0.99944735,0.00012391807,0.000086769134,0.00018778215,0.000023618322,0.00013055107],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017909698,0.00021617928,0.00048937846,0.00021980939,0.000026847778,0.000014015254,0.00016078845,0.00017603084,0.000036191825],"category_scores_gemma":[0.00008841336,0.00019261238,0.00022021949,0.00047497672,0.000056985096,0.00013263401,0.000045848272,0.0003906568,0.0000020641007],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001920436,0.00006246842,0.00024166587,0.000031757645,0.00026051505,0.000027220864,0.000053973115,0.9935787,0.0031691487,0.00006119791,0.000022223205,0.0024719515],"study_design_scores_gemma":[0.00052568875,0.00042518676,0.059699357,0.00012404718,0.00044701653,0.0001170451,0.00004028153,0.93331,0.0012691932,0.00005201533,0.003670931,0.00031927417],"about_ca_topic_score_codex":0.000009219728,"about_ca_topic_score_gemma":0.0000018906275,"teacher_disagreement_score":0.06026871,"about_ca_system_score_codex":0.00014261415,"about_ca_system_score_gemma":0.000006126035,"threshold_uncertainty_score":0.78545046},"labels":[],"label_agreement":null},{"id":"W4280573375","doi":"10.1007/978-981-19-0507-0_29","title":"On the Analysis and Design of Reinforced Railway Embankments in Cold Climate: A Review","year":2022,"lang":"en","type":"review","venue":"Lecture notes in civil engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Frost heaving; Engineering; Civil engineering; Levee; Cold climate; Train; Track (disk drive); Environmental science; Forensic engineering; Geotechnical engineering; Mechanical engineering; Geography; Meteorology","score_opus":0.020597478690835405,"score_gpt":0.24417902169772884,"score_spread":0.22358154300689342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4280573375","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000009104439,0.885139,0.11368996,0.000008119766,0.00010324935,0.00086266606,0.000015929947,0.00014057521,0.000031395888],"genre_scores_gemma":[0.006386823,0.99279785,0.00022987816,0.000021002585,0.0000134886395,0.00042242563,0.000041008196,0.00008616494,0.0000013745222],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998133,0.000095491545,0.00082211744,0.0003064241,0.00026645404,0.00037648354],"domain_scores_gemma":[0.99746937,0.0018842515,0.000101819256,0.00048629244,0.000011014968,0.000047241752],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00084752194,0.00047011347,0.0015766182,0.00073935324,0.000025445383,0.000017869104,0.00030048107,0.00025480252,0.000106940046],"category_scores_gemma":[0.0009189764,0.00037340767,0.00025984706,0.0030106334,0.00001562319,0.00003668277,0.0000799423,0.00097412843,0.0000013929888],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[9.413049e-7,0.0000056915705,7.9626983e-7,0.021771364,0.00013396601,0.000005171139,0.00003003751,0.9458867,0.00000586796,0.00011451444,0.000005257309,0.032039694],"study_design_scores_gemma":[0.000209662,0.00005482338,0.0000094943625,0.032879252,0.0010496055,0.0000074617915,0.0000012152657,0.9049032,0.000023198541,0.000023779716,0.06006167,0.0007766403],"about_ca_topic_score_codex":0.000011525611,"about_ca_topic_score_gemma":0.000025104091,"teacher_disagreement_score":0.11346009,"about_ca_system_score_codex":0.000252775,"about_ca_system_score_gemma":0.000023123997,"threshold_uncertainty_score":0.9998718},"labels":[],"label_agreement":null},{"id":"W4281551303","doi":"10.1139/cgj-2021-0527","title":"Finite element modelling of helical pile installation and its influence on uplift capacity in strain softening clay","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Pile; Softening; Finite element method; Constitutive equation; Geology; Clay soil; Limit analysis; Structural engineering; Soil water; Materials science; Engineering; Soil science; Composite material","score_opus":0.025070912426930787,"score_gpt":0.1951576491044003,"score_spread":0.1700867366774695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281551303","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92270404,0.00016270358,0.07646963,0.00017199785,0.00008283323,0.00015512964,0.00006315743,0.00007541419,0.00011508318],"genre_scores_gemma":[0.9995331,0.000051690706,0.0002720163,0.0000727803,0.000023930037,0.000014750327,0.00000792024,0.000020506404,0.0000032860635],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99882174,0.00004020555,0.00041335664,0.00014375427,0.00025086332,0.00033008566],"domain_scores_gemma":[0.9994364,0.00007746928,0.000044902958,0.000106542735,0.000040689094,0.00029402805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050811045,0.0001255625,0.00017705472,0.0003346826,0.00013401356,0.000023391678,0.00014435401,0.00010640749,0.000048376263],"category_scores_gemma":[0.00012645393,0.00014455212,0.00004149818,0.00032189675,0.000023119768,0.00009039974,0.00002966361,0.0009793702,0.0000011145315],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000052787177,0.000010150649,0.000055264172,0.000019218935,0.000005189376,0.000013085185,0.00008402207,0.9966157,0.00089283584,0.00064869324,0.000010162497,0.0016404119],"study_design_scores_gemma":[0.00023136009,0.00009831665,0.0011200845,0.00005114556,0.000004370462,0.00003410595,0.000030876105,0.99655616,0.00009674592,0.00054865505,0.0010826648,0.00014552771],"about_ca_topic_score_codex":0.0006931452,"about_ca_topic_score_gemma":0.000520604,"teacher_disagreement_score":0.07682907,"about_ca_system_score_codex":0.0004402592,"about_ca_system_score_gemma":0.00008911506,"threshold_uncertainty_score":0.58946645},"labels":[],"label_agreement":null},{"id":"W4283028902","doi":"10.1007/978-981-19-0511-7_10","title":"Integral Abutment Bridges: Modelling and Predictive Approaches for Temperature Movements","year":2022,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Centrifuge; Superstructure; Structural engineering; Abutment; Bridge (graph theory); Geotechnical engineering; Engineering; Physics","score_opus":0.016622137180641733,"score_gpt":0.18414015088437435,"score_spread":0.16751801370373262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283028902","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0007401169,0.005132815,0.9888185,0.000032519027,0.0006288761,0.0009673567,0.00025200695,0.0006720174,0.0027557418],"genre_scores_gemma":[0.9931211,0.0009825813,0.0034365926,0.000027733517,0.00031432434,0.00048945413,0.0006099605,0.0004077803,0.0006104634],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984301,0.000005147626,0.0004032574,0.0004914215,0.00025618324,0.00041392865],"domain_scores_gemma":[0.9993348,0.00020911524,0.000042682375,0.000289852,0.00002797067,0.000095590214],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00016246435,0.00060813775,0.00052624516,0.00031825592,0.0000605376,0.00004951807,0.00018075817,0.0005299877,0.000038124097],"category_scores_gemma":[0.00006100963,0.0006628854,0.00013622914,0.000090664136,0.000021936135,0.00008969633,0.000077637495,0.001162556,6.7127803e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010679874,0.000008626646,0.000002801312,0.00057784386,0.00009415315,0.000004448868,0.00028735877,0.99498653,0.000067004505,0.0023317838,0.000012384773,0.0016163647],"study_design_scores_gemma":[0.00033385548,0.000080404636,0.0000100215175,0.00033597625,0.000042205356,0.000006455573,0.000005689741,0.98743194,0.00014087913,0.0021836406,0.008836111,0.00059282215],"about_ca_topic_score_codex":0.000008410909,"about_ca_topic_score_gemma":0.000033536406,"teacher_disagreement_score":0.992381,"about_ca_system_score_codex":0.00046040025,"about_ca_system_score_gemma":0.000017523382,"threshold_uncertainty_score":0.99958223},"labels":[],"label_agreement":null},{"id":"W4283033265","doi":"10.31390/gradschool_theses.1024","title":"Engineering Behavior and Characterization of Biomass Ashes using Geotechnical Measurement Techniques","year":2014,"lang":"en","type":"dissertation","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Louisiana State University; U.S. Department of Energy","keywords":"Biomass (ecology); Bagasse; Environmental science; Specific gravity; Waste management; Sieve analysis; Renewable energy; Wood ash; Crop residue; Pulp and paper industry; Engineering; Materials science; Geotechnical engineering; Agronomy; Composite material","score_opus":0.014050987970962513,"score_gpt":0.21702365508468674,"score_spread":0.20297266711372422,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283033265","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9157374,0.00016214649,0.08156381,0.0000030895778,0.0003802685,0.00048337097,0.000013331676,0.0013479308,0.0003086873],"genre_scores_gemma":[0.9977105,0.00011613597,0.0015961127,0.0000015870179,0.00006314111,0.00008724463,0.00027488917,0.00011153277,0.00003885435],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986551,0.000011798349,0.0005166939,0.0002469939,0.0003555307,0.0002138787],"domain_scores_gemma":[0.999412,0.000016759694,0.00008687215,0.00024731664,0.00016170787,0.00007533785],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002672484,0.0003310371,0.00043183533,0.00028492103,0.00002811189,0.00002991229,0.00012096997,0.0005499259,0.000015113163],"category_scores_gemma":[0.000062458734,0.00035141973,0.000079430465,0.00021078633,0.000015907124,0.0000874152,0.000017154069,0.0002471075,0.0000011844028],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004045717,0.000022626855,0.00001753649,0.001204719,0.000030644154,7.253635e-7,0.000028943892,0.00812558,0.9828913,0.00014755447,0.0000041560297,0.007522137],"study_design_scores_gemma":[0.00017432391,0.000069500966,0.009610019,0.0008479233,0.00024805014,0.0000079773945,0.000017080914,0.41131705,0.575614,0.00001660395,0.0012551661,0.0008223617],"about_ca_topic_score_codex":0.000027253262,"about_ca_topic_score_gemma":0.000009396658,"teacher_disagreement_score":0.40727738,"about_ca_system_score_codex":0.00010929044,"about_ca_system_score_gemma":0.000018960085,"threshold_uncertainty_score":0.9998938},"labels":[],"label_agreement":null},{"id":"W4284893012","doi":"10.1080/13632469.2022.2091686","title":"A Study on the Seismic Passive Earth Pressure on Rigid Retaining Walls Considering Seismic Acceleration Field","year":2022,"lang":"en","type":"article","venue":"Journal of Earthquake Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Acceleration; Lateral earth pressure; Geology; Field (mathematics); Structural engineering; Earth (classical element); Geotechnical engineering; Seismic loading; Seismic analysis; Seismology; Engineering; Physics; Classical mechanics","score_opus":0.016598635608329738,"score_gpt":0.2126253010749332,"score_spread":0.19602666546660344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4284893012","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97936016,0.00014743714,0.018375847,0.00039212024,0.00079784775,0.00032187896,0.0000054336065,0.0002181167,0.00038113937],"genre_scores_gemma":[0.9993997,0.000015488888,0.00009460002,0.00014413746,0.0001965227,0.00003696326,0.0000016769729,0.000059736078,0.00005117347],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983621,0.000079705496,0.00053826516,0.00016713986,0.00054649456,0.00030626578],"domain_scores_gemma":[0.99886554,0.0005483738,0.00012775647,0.0002975098,0.000067066074,0.0000937381],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005955387,0.00025482534,0.00031727194,0.0002573854,0.00019985084,0.00008561232,0.00027202148,0.000069358386,0.0000729743],"category_scores_gemma":[0.0003438954,0.00021528406,0.00014108402,0.00033963696,0.000008308682,0.00014510642,0.00005534513,0.001285524,0.000006545555],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022145516,0.000055231656,0.000053773318,0.0000223539,0.00012168438,0.000057525554,0.0009934689,0.99537086,0.00075405615,0.00023608476,0.00027076536,0.0020420547],"study_design_scores_gemma":[0.00071266486,0.0013487297,0.003925887,0.00012397603,0.00006482832,0.000111264875,0.0011105479,0.97282696,0.0023172954,0.000042332085,0.017074622,0.00034091744],"about_ca_topic_score_codex":0.0000036086417,"about_ca_topic_score_gemma":0.000001305873,"teacher_disagreement_score":0.022543922,"about_ca_system_score_codex":0.00007168568,"about_ca_system_score_gemma":0.00003115692,"threshold_uncertainty_score":0.8779029},"labels":[],"label_agreement":null},{"id":"W4292998048","doi":"10.1061/(asce)mt.1943-5533.0004340","title":"Investigation into Mechanical Behavior of Air-Hardening Organic Polymer-Stabilized Silty Sand","year":2022,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Materials science; Cohesion (chemistry); Ultimate tensile strength; Composite material; Polymer; Friction angle; Hardening (computing); Toughness; Shear (geology); Strain hardening exponent; Compressive strength; Geotechnical engineering; Geology","score_opus":0.008882266130898816,"score_gpt":0.19869996313305652,"score_spread":0.1898176970021577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4292998048","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9920032,0.00045660665,0.0060549737,0.000027700708,0.0011964529,0.0001267799,0.000010182923,0.00011203315,0.000012092688],"genre_scores_gemma":[0.99884295,0.000042409523,0.0009165071,0.000005571576,0.00009044745,0.000028354138,0.0000070406536,0.0000624212,0.0000042822076],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981802,0.000061952844,0.0010049283,0.00012424358,0.00039362107,0.00023501978],"domain_scores_gemma":[0.9993887,0.00010205526,0.0001761484,0.00017871997,0.00006116994,0.00009320847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00095257047,0.00019348237,0.0004912214,0.00035707082,0.000037468773,0.000017831127,0.00025766453,0.000100605655,0.00022655677],"category_scores_gemma":[0.00023198876,0.00021196062,0.00008506814,0.00043281727,0.000016546435,0.00016328205,0.000092195136,0.00037898537,8.585726e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011648984,0.000014790679,0.00004972601,0.00011015192,0.000012123528,0.000008841234,0.00021090811,0.45024374,0.54920524,0.000052932355,0.000010162394,0.00006973373],"study_design_scores_gemma":[0.0009822459,0.00018507063,0.0011943247,0.00016920797,0.000055543238,0.00010947071,0.00014266044,0.038456675,0.9581229,0.00013343027,0.00013786262,0.0003105922],"about_ca_topic_score_codex":0.00001978808,"about_ca_topic_score_gemma":0.000009589508,"teacher_disagreement_score":0.41178706,"about_ca_system_score_codex":0.00027253342,"about_ca_system_score_gemma":0.000042322674,"threshold_uncertainty_score":0.8643503},"labels":[],"label_agreement":null},{"id":"W4293074058","doi":"10.11159/iccste22.235","title":"Comparison Of Mechanical Properties Of Clayey Soil Stabilized With GGBS And Flyash Using Geopolymerisation Process","year":2022,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Fly ash; Clay soil; Process (computing); Geotechnical engineering; Environmental science; Computer science; Geology; Engineering; Waste management; Soil science; Soil water","score_opus":0.022692014406805794,"score_gpt":0.23259575302102986,"score_spread":0.20990373861422407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293074058","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990194,0.000066025335,0.00052545726,0.000038820224,0.00009336503,0.00014354406,0.000027719794,0.000045034172,0.00004063452],"genre_scores_gemma":[0.9997371,0.000011085731,0.00020263111,0.000001705476,0.000007869961,0.000016551558,0.0000065869017,0.000014450917,0.0000020518767],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913305,0.000002330667,0.0003253537,0.00012237168,0.00033109513,0.00008578025],"domain_scores_gemma":[0.9996273,0.000012541324,0.00012755637,0.000038732418,0.00016769282,0.000026199381],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000070168026,0.00012268462,0.00020570034,0.00008536737,0.000045147033,0.000011277817,0.00013717588,0.00003397,0.000016040489],"category_scores_gemma":[0.000018269428,0.00009499918,0.000029252718,0.0001498487,0.00004663342,0.00012941592,0.000013152865,0.00015294891,9.150735e-9],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006631935,0.000011388015,0.0032054996,0.00045435142,0.000041102256,4.6340585e-8,0.0010476102,0.63749254,0.34975538,0.007722946,3.0431718e-7,0.00020253893],"study_design_scores_gemma":[0.00030494633,0.00008593991,0.008748153,0.00016427092,0.0000292519,0.0000032560256,0.00081459555,0.7899653,0.19950195,0.0002674528,0.0000020022885,0.00011288992],"about_ca_topic_score_codex":0.000035884692,"about_ca_topic_score_gemma":0.000014118167,"teacher_disagreement_score":0.15247278,"about_ca_system_score_codex":0.00002287428,"about_ca_system_score_gemma":0.000014560078,"threshold_uncertainty_score":0.3873954},"labels":[],"label_agreement":null},{"id":"W4293079616","doi":"10.1139/cgj-2021-0586","title":"Effect of biochar on permeability of compacted soil and its microscopic mechanism","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Biochar; Permeability (electromagnetism); Compaction; Particle size; Soil science; Particle-size distribution; Materials science; Geotechnical engineering; Chemistry; Environmental science; Composite material; Geology; Pyrolysis","score_opus":0.005378307728840077,"score_gpt":0.19620612723224956,"score_spread":0.1908278195034095,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293079616","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982816,0.00035038637,0.00076885446,0.00008561213,0.0001827315,0.00014591176,0.00006835264,0.00006818067,0.00004836506],"genre_scores_gemma":[0.99987704,0.000032968393,0.000014656489,0.000017484686,0.000017911452,0.0000066687053,0.0000057302263,0.000022034015,0.000005527523],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999047,0.000086410546,0.00030663717,0.000116165764,0.00019458955,0.00024919267],"domain_scores_gemma":[0.9993445,0.00009429984,0.000048534777,0.00015886386,0.00004117955,0.0003126173],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055493735,0.0001305059,0.00027832552,0.00022313026,0.00011952788,0.000010045169,0.00018378772,0.000102599726,0.00014901385],"category_scores_gemma":[0.0001665152,0.00012855766,0.000077609366,0.00023681764,0.00003908139,0.00002976866,0.000031713567,0.0006034224,0.0000015128862],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023880128,0.000020148449,0.00003533888,0.00017570081,0.000027081272,0.00001184929,0.00004603244,0.9131721,0.08325326,0.0007631955,0.000105598214,0.0023657696],"study_design_scores_gemma":[0.0021364402,0.004163246,0.0043608285,0.0002517093,0.00011584169,0.00049158355,0.00006848155,0.7461542,0.2381247,0.0013148416,0.0020997159,0.00071843824],"about_ca_topic_score_codex":0.0004957658,"about_ca_topic_score_gemma":0.0000955791,"teacher_disagreement_score":0.16701798,"about_ca_system_score_codex":0.00024150846,"about_ca_system_score_gemma":0.0000661939,"threshold_uncertainty_score":0.52424294},"labels":[],"label_agreement":null},{"id":"W4293100235","doi":"10.1201/9781003222910-48","title":"Resilient and permanent deformation of foam glass aggregates assemblies","year":2022,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Université Laval","keywords":"Materials science; Composite material; Deformation (meteorology)","score_opus":0.007907645613293586,"score_gpt":0.18376333269516723,"score_spread":0.17585568708187366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293100235","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0084654605,0.004672892,0.002356475,0.00006665243,0.0004228345,0.00039321813,0.000044178563,0.0009178212,0.9826605],"genre_scores_gemma":[0.93351454,0.004475452,0.00031845906,0.0000132414,0.00005268369,0.00003318302,0.0002656796,0.00011830199,0.061208464],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99932647,0.0000021204905,0.00026755795,0.00011095733,0.0001935325,0.00009935252],"domain_scores_gemma":[0.9996975,0.000025341145,0.000044435335,0.00016366031,0.000029984833,0.000039082006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000076530385,0.00016897054,0.0002082673,0.00012917013,0.000029361221,0.000011800276,0.0000681201,0.00013529285,0.00024170698],"category_scores_gemma":[0.000008722661,0.00016376202,0.00005256615,0.000025744097,0.000023108501,0.00006718531,0.000053602475,0.00018757774,0.0000060813823],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000057462007,0.000009727023,0.0000125657025,0.0009882434,0.000076211996,0.0000024418732,0.00023004285,0.741392,0.00019833601,0.24468622,0.00085413404,0.011544301],"study_design_scores_gemma":[0.00041901632,0.00021870958,0.00051818846,0.00035193076,0.00012660939,0.000030845764,0.00010082494,0.40583995,0.00089934334,0.007568764,0.58293617,0.0009896324],"about_ca_topic_score_codex":0.000011963619,"about_ca_topic_score_gemma":0.000009250106,"teacher_disagreement_score":0.92504907,"about_ca_system_score_codex":0.00007991289,"about_ca_system_score_gemma":0.0000073668352,"threshold_uncertainty_score":0.66780216},"labels":[],"label_agreement":null},{"id":"W4293691655","doi":"10.26620/uniminuto.inventum.17.32.2022.57-67","title":"Influencia de las características físicas en el comportamiento mecánico de los suelos granulares","year":2022,"lang":"es","type":"article","venue":"Revista Inventum","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Physics; Humanities; Art","score_opus":0.0073157439327016785,"score_gpt":0.2566466638931851,"score_spread":0.2493309199604834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293691655","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9852666,0.0043904637,0.0069769123,0.0002704945,0.0005013052,0.0006058692,0.00029250645,0.0007099932,0.0009858393],"genre_scores_gemma":[0.9985158,0.00033259977,0.00020966123,0.00015146495,0.0001874657,0.00015018383,0.00018046651,0.0001267446,0.00014562582],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9972625,0.0002892344,0.0006875242,0.00043483442,0.00053090474,0.0007950472],"domain_scores_gemma":[0.99861616,0.00019842973,0.00013011297,0.00064721645,0.00006968205,0.00033837848],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008206658,0.00041722445,0.0005355541,0.0002134988,0.00025928914,0.00018346502,0.00053463614,0.0001995825,0.00027879706],"category_scores_gemma":[0.00044377454,0.0005077285,0.00027013992,0.0005997558,0.00006279649,0.00011945451,0.00028052813,0.0009475647,0.000041477604],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044662924,0.0003836119,0.04242985,0.0033177326,0.0002372747,0.00039541096,0.001121653,0.8228963,0.009010145,0.11533186,0.0032998135,0.0015317096],"study_design_scores_gemma":[0.00097616756,0.0003239021,0.09906499,0.0007698605,0.0004842434,0.00021630646,0.0002787736,0.5369738,0.00073131634,0.0015590203,0.35718578,0.001435847],"about_ca_topic_score_codex":0.00029467122,"about_ca_topic_score_gemma":0.000008128216,"teacher_disagreement_score":0.35388595,"about_ca_system_score_codex":0.0009860228,"about_ca_system_score_gemma":0.0001615411,"threshold_uncertainty_score":0.99973744},"labels":[],"label_agreement":null},{"id":"W4294091442","doi":"10.1139/cgj-2022-0083","title":"Consolidation theory of slurry dewatered by permeable geotextile tube with distributed prefabricated drains","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotextile; Dewatering; Geotechnical engineering; Slurry; Compaction; Engineering; Parametric statistics; Mathematics; Environmental engineering","score_opus":0.006152462362670275,"score_gpt":0.17007172655831493,"score_spread":0.16391926419564465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4294091442","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.51469463,0.0012134532,0.47783038,0.0010860726,0.0004914365,0.00077325857,0.0018747569,0.0009927683,0.0010432496],"genre_scores_gemma":[0.99928534,0.000024552884,0.00014980204,0.000050349092,0.000025712687,0.000036383393,0.0002736095,0.00004778688,0.00010645867],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985874,0.00009169342,0.00035798,0.00017357843,0.00030233077,0.00048696468],"domain_scores_gemma":[0.9990262,0.000066028915,0.00007018624,0.0002607288,0.00010181265,0.00047503805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044616678,0.0001839957,0.00024961104,0.0002057917,0.0003326422,0.000044352277,0.00033670967,0.00012625323,0.00056151586],"category_scores_gemma":[0.0001019427,0.00017832045,0.00007286393,0.00054451294,0.000092132155,0.00011031389,0.000037275597,0.0007951133,0.000004524741],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018284696,0.000023408404,0.000025723191,0.000017739352,0.000041601466,0.000022377712,0.000059212503,0.9895898,0.0029612894,0.0004934786,0.005374511,0.001372547],"study_design_scores_gemma":[0.0011857501,0.00044352826,0.0011177396,0.00006380735,0.00009237156,0.0007528498,0.00042937632,0.8852734,0.0017990076,0.0017371267,0.10640036,0.00070465903],"about_ca_topic_score_codex":0.0007387416,"about_ca_topic_score_gemma":0.00022852245,"teacher_disagreement_score":0.48459074,"about_ca_system_score_codex":0.0005745485,"about_ca_system_score_gemma":0.00028859416,"threshold_uncertainty_score":0.7271697},"labels":[],"label_agreement":null},{"id":"W4294856650","doi":"10.1061/(asce)gt.1943-5606.0002908","title":"LRFD Calibration of Facing Limit States for Soil Nail Walls","year":2022,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Soil nailing; Structural engineering; Resistance Factors; Engineering; Limit state design; Calibration; Limit (mathematics); Ultimate load; Range (aeronautics); Load factor; Geotechnical engineering; Limit load; Nail (fastener); Finite element method; Mathematics; Statistics","score_opus":0.004235994468670361,"score_gpt":0.1605856294517611,"score_spread":0.15634963498309074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4294856650","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9200505,0.0008916715,0.078473076,0.000091370435,0.00020659309,0.0001529028,0.000036891965,0.00008717458,0.000009794226],"genre_scores_gemma":[0.999022,0.0002971031,0.0005376558,0.000010345127,0.00004654028,0.000021101054,0.00001207797,0.00003483401,0.000018341252],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99888206,0.000010710439,0.00053275673,0.00010937835,0.0002590048,0.00020608895],"domain_scores_gemma":[0.99958235,0.00010699016,0.000097667,0.000103824466,0.000012655411,0.00009652233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030728514,0.00015521565,0.00028662826,0.0001281925,0.00006404529,0.000012967002,0.00013342321,0.00007188596,0.000031014424],"category_scores_gemma":[0.000042860163,0.00015745767,0.00012116588,0.00012034916,0.000028398961,0.00014052071,0.000080745194,0.00033190663,2.289555e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017940756,0.00003663769,0.000005899829,0.0001128847,0.000033406985,0.0000027277993,0.000066251545,0.9820887,0.014434046,0.00008760522,0.00006783161,0.0030461047],"study_design_scores_gemma":[0.00047222525,0.00034825056,0.00040138172,0.000033260494,0.00003412416,0.000059449572,0.000110083856,0.9881612,0.006057334,0.00014780957,0.003998708,0.00017619462],"about_ca_topic_score_codex":0.0000039517636,"about_ca_topic_score_gemma":2.6547033e-7,"teacher_disagreement_score":0.07897148,"about_ca_system_score_codex":0.00010807882,"about_ca_system_score_gemma":0.00000660646,"threshold_uncertainty_score":0.6420937},"labels":[],"label_agreement":null},{"id":"W4294970023","doi":"10.1139/cgj-2021-0710","title":"Towards more realistic modelling of sand–rubber mixtures considering shape, deformability, and micro-mechanics","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Natural rubber; Discrete element method; Geotechnical engineering; Compression (physics); Materials science; Mechanics; Geology; Structural engineering; Composite material; Engineering; Physics","score_opus":0.016359287401384474,"score_gpt":0.19993525872776638,"score_spread":0.1835759713263819,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4294970023","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47997737,0.0035885742,0.5128348,0.0010272759,0.00080392166,0.00045559605,0.00026491005,0.00049676857,0.00055080676],"genre_scores_gemma":[0.99811536,0.00015651583,0.0015192069,0.00009124449,0.000047071022,0.000012728832,0.000011675361,0.00004094825,0.000005257348],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986497,0.000032972883,0.0004568602,0.00017015808,0.0002613739,0.00042891546],"domain_scores_gemma":[0.99912304,0.000054482178,0.000052254363,0.00021377024,0.00007347584,0.00048300668],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004775678,0.00018142878,0.0002771928,0.0002492439,0.00025231976,0.000043868193,0.00023350125,0.00014625365,0.0001232852],"category_scores_gemma":[0.00011594613,0.00019522329,0.000093300754,0.0002764442,0.00005775902,0.000079543905,0.00008466684,0.00092138525,6.618001e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000044245826,0.0000070211095,0.000012443663,0.000055229393,0.000019378498,0.000029917346,0.00009040079,0.9951255,0.0011489528,0.00045148085,0.0002153303,0.00283992],"study_design_scores_gemma":[0.00020366148,0.000050204177,0.0000676829,0.00003360858,0.00002700266,0.00061813,0.00007296176,0.99259,0.00034189218,0.0034609353,0.0023126632,0.00022126286],"about_ca_topic_score_codex":0.0024162836,"about_ca_topic_score_gemma":0.00020637724,"teacher_disagreement_score":0.518138,"about_ca_system_score_codex":0.00038309963,"about_ca_system_score_gemma":0.00018896785,"threshold_uncertainty_score":0.7960974},"labels":[],"label_agreement":null},{"id":"W4296101811","doi":"10.1007/s40996-022-00970-2","title":"Deterministic Seismic Stability Analysis of Reinforced Slopes using Pseudo-Static Approach","year":2022,"lang":"en","type":"article","venue":"Iranian Journal of Science and Technology Transactions of Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rocscience (Canada)","funders":"","keywords":"Ultimate tensile strength; Geotechnical engineering; Acceleration; Geosynthetics; Reinforcement; Failure mechanism; Slope stability; Seismic loading; Materials science; Safety factor; Geology; Structural engineering; Composite material; Engineering; Physics","score_opus":0.010717867978588182,"score_gpt":0.2042043486437779,"score_spread":0.19348648066518973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296101811","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48226094,0.00009379681,0.51744264,0.000011113986,0.00007195723,0.000043119104,0.0000086579075,0.00004795359,0.000019832249],"genre_scores_gemma":[0.9940764,0.000031892425,0.0058683613,0.0000014264363,0.000003264414,0.0000044047783,4.93181e-7,0.000012498306,0.0000012662682],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987091,0.000009617321,0.00057416555,0.00012784549,0.0003722353,0.00020706959],"domain_scores_gemma":[0.9993262,0.000055363973,0.00012854525,0.00020347504,0.00021886975,0.0000675041],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007230173,0.00012315845,0.00040603903,0.0020753,0.00012613142,0.000010275433,0.00032662984,0.00006221523,0.000019047182],"category_scores_gemma":[0.000105101804,0.00012984153,0.000094942836,0.004606089,0.0003709681,0.00021634236,0.00001757344,0.00035347365,2.9301118e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000038486614,0.000018032884,0.000050146904,0.000111590205,0.000110322995,0.0000016698749,0.00028153363,0.9367371,0.06140445,0.00010416831,2.063094e-7,0.0011769051],"study_design_scores_gemma":[0.00018110558,0.00012839239,0.00018506861,0.0000247315,0.00030942724,0.00008392617,0.0006584637,0.9931186,0.0051531466,0.000030664327,0.000016719636,0.00010977058],"about_ca_topic_score_codex":0.00000520201,"about_ca_topic_score_gemma":0.0000021088422,"teacher_disagreement_score":0.5118154,"about_ca_system_score_codex":0.0001150886,"about_ca_system_score_gemma":0.00008692069,"threshold_uncertainty_score":0.52947843},"labels":[],"label_agreement":null},{"id":"W4296904793","doi":"10.1016/j.jenvman.2022.116209","title":"Polyvinyl acetate-based soil stabilization for rock slope ecological restoration","year":2022,"lang":"en","type":"article","venue":"Journal of Environmental Management","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Seeding; Cohesion (chemistry); Water retention; Soil stabilization; Environmental science; Erosion; Soil water; Water content; Restoration ecology; Geotechnical engineering; Materials science; Soil science; Chemistry; Agronomy; Ecology; Geology","score_opus":0.006653944603006687,"score_gpt":0.1794877957304253,"score_spread":0.17283385112741861,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296904793","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.511805,0.0003278294,0.48565042,0.00025758136,0.000782197,0.00058141357,0.00003199206,0.000115192706,0.0004483745],"genre_scores_gemma":[0.9981423,0.000059580096,0.001483497,0.000050954444,0.00003970626,0.000056791403,0.000029386521,0.000023070319,0.00011470768],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911547,0.000029307348,0.00033507994,0.00009379004,0.00028416948,0.00014216804],"domain_scores_gemma":[0.9997173,0.000030643252,0.00008939338,0.000105588355,0.000006275242,0.000050831473],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028328624,0.000103184575,0.00012847627,0.00011297217,0.00010590397,0.000016897748,0.00013350477,0.00003116887,0.00021493954],"category_scores_gemma":[0.00001089988,0.00010435238,0.000085421954,0.000096670934,0.000009182865,0.00009436326,0.000047962298,0.00013143301,0.000003489336],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032707547,0.0001381943,0.000086142194,0.000044451263,0.000026506379,0.0000048383104,0.000027742904,0.99383456,0.002203071,0.00015021212,0.0005903779,0.0028611755],"study_design_scores_gemma":[0.001813881,0.00088846905,0.015287386,0.000015197893,0.000097529766,0.000010342653,0.00044768173,0.92991817,0.0008543259,0.00049870956,0.049879875,0.00028845004],"about_ca_topic_score_codex":3.0625543e-7,"about_ca_topic_score_gemma":6.8499975e-7,"teacher_disagreement_score":0.4863373,"about_ca_system_score_codex":0.00048787723,"about_ca_system_score_gemma":0.000004790744,"threshold_uncertainty_score":0.42553666},"labels":[],"label_agreement":null},{"id":"W4298139253","doi":"10.1680/jmacr.21.00284","title":"Effect of geogrid reinforcement on tensile failure of high-strength self-compacted concrete","year":2022,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geogrid; Ultimate tensile strength; Materials science; Composite material; Ductility (Earth science); Reinforcement; Compressive strength; Geosynthetics; Geotechnical engineering; Compression (physics); Structural engineering; Engineering; Creep","score_opus":0.009445629613394754,"score_gpt":0.2555115890434525,"score_spread":0.24606595943005774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4298139253","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957886,0.00015828673,0.00016192946,0.00006240459,0.00010070464,0.00052196643,0.00008250243,0.00019395456,0.0029296502],"genre_scores_gemma":[0.9994829,0.00004541204,0.00016176119,0.0000026927034,0.000027346287,0.00006114422,0.00008400023,0.0000399083,0.0000948181],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99761236,0.00026404738,0.00050380244,0.0001947271,0.0010346817,0.0003903964],"domain_scores_gemma":[0.99828565,0.00076994183,0.000079357225,0.00049158325,0.00027441248,0.000099071796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015332011,0.00018152938,0.00052594,0.00037780486,0.00006192948,0.000007960894,0.00032180853,0.00008672631,0.00031627208],"category_scores_gemma":[0.0003495159,0.00017194674,0.000112076654,0.00081817736,0.00010746407,0.000044773366,0.00016355715,0.0005956116,0.000010746607],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030359137,0.0000065994577,0.00012715968,0.001459855,0.00016014103,0.00000798209,0.00017326593,0.7845187,0.20722574,0.0014559692,0.0032363276,0.0013246294],"study_design_scores_gemma":[0.002966748,0.0070716077,0.000975591,0.00020560405,0.000060595125,0.000007234498,0.00007642769,0.49114865,0.4833292,0.000027663673,0.013764863,0.00036580642],"about_ca_topic_score_codex":0.00008369619,"about_ca_topic_score_gemma":7.7428916e-7,"teacher_disagreement_score":0.2933701,"about_ca_system_score_codex":0.00011843251,"about_ca_system_score_gemma":0.000045757766,"threshold_uncertainty_score":0.70117843},"labels":[],"label_agreement":null},{"id":"W4298140458","doi":"10.1002/nag.3449","title":"Analytical solution for consolidation of sand‐filled nodular pile (SFNP) foundation and its engineering application","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Consolidation (business); Pile; Geotechnical engineering; Drainage; Pore water pressure; Foundation (evidence); Bearing capacity; Engineering; Geology; Geography","score_opus":0.02237720802627169,"score_gpt":0.3318635057457912,"score_spread":0.3094862977195195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4298140458","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009478008,0.00019290665,0.9891306,0.00031205907,0.00051007065,0.00027984686,0.000032336484,0.00004754001,0.000016596136],"genre_scores_gemma":[0.95041496,0.000127565,0.04906699,0.000029785067,0.00012116362,0.00013218142,0.00006280505,0.000029198687,0.000015343987],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879056,0.000048194288,0.00052392395,0.00019447078,0.00024374081,0.0001991214],"domain_scores_gemma":[0.99909514,0.00046038054,0.00008774691,0.00006772587,0.00019016795,0.00009882322],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010220943,0.00013502134,0.00027088294,0.0002635139,0.00009267205,0.00003953747,0.00013950742,0.00008242673,0.000022018918],"category_scores_gemma":[0.0007181875,0.0001419842,0.00009448787,0.00024342258,0.000013885452,0.00012105021,0.000065533284,0.00026236614,2.8666247e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013270046,0.000081155784,0.000038669536,0.00011350589,0.00012489453,0.0000013816634,0.00006911682,0.81286246,0.015721925,0.06285742,0.00003810407,0.10795869],"study_design_scores_gemma":[0.0006857617,0.00014274775,0.000051466566,0.000017977463,0.000042585456,0.000035748515,0.00002469342,0.98576254,0.0006725815,0.0076859226,0.004731339,0.00014663108],"about_ca_topic_score_codex":0.0000029591447,"about_ca_topic_score_gemma":2.65666e-7,"teacher_disagreement_score":0.940937,"about_ca_system_score_codex":0.00015705575,"about_ca_system_score_gemma":0.000017439499,"threshold_uncertainty_score":0.5789948},"labels":[],"label_agreement":null},{"id":"W4298160338","doi":"","title":"Géomembranes. Guide de choix sous l'angle des matériaux","year":2002,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Point (geometry); Membrane; Computer science; Mathematics; Chemistry; Geometry","score_opus":0.01313091087555547,"score_gpt":0.20386953791428805,"score_spread":0.1907386270387326,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4298160338","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04819358,0.005770406,0.8625148,0.004972974,0.0005041696,0.0004967304,0.00008658846,0.0014112141,0.076049544],"genre_scores_gemma":[0.6831171,0.010416116,0.23204368,0.000056569716,0.00015184,0.00024330309,0.0004881276,0.00035272512,0.07313052],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99478924,0.0020818433,0.0009144919,0.0008353663,0.00047257775,0.00090649544],"domain_scores_gemma":[0.99452204,0.0012065592,0.0002521383,0.0022535224,0.0013057453,0.0004600106],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.004128106,0.0006455927,0.0006131101,0.00023695243,0.00040963767,0.00042231826,0.0013035618,0.0008115933,0.0009446348],"category_scores_gemma":[0.0024640711,0.00079617073,0.00036884594,0.00060730363,0.00037708823,0.00019104117,0.00069446024,0.0011430902,0.0004182895],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000049792966,0.0005348783,0.0004095724,0.0014536341,0.00015531179,0.000018098108,0.008042452,0.8348699,0.005108198,0.07363196,0.0024030441,0.07336794],"study_design_scores_gemma":[0.00058157335,6.579832e-7,0.0027298843,0.0025541722,0.00009490127,0.000056279485,0.00008738369,0.85145277,0.01334457,0.0056144726,0.12258619,0.0008971258],"about_ca_topic_score_codex":0.005100175,"about_ca_topic_score_gemma":0.0011608073,"teacher_disagreement_score":0.6349235,"about_ca_system_score_codex":0.0007798276,"about_ca_system_score_gemma":0.0001796556,"threshold_uncertainty_score":0.99996865},"labels":[],"label_agreement":null},{"id":"W4303575471","doi":"10.1016/j.geotexmem.2022.09.006","title":"Influence of geosynthetic stiffness on bearing capacity of strip footings seated on thin reinforced granular layers over undrained soft clay","year":2022,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Stiffness; Bearing capacity; Geosynthetics; Materials science; Geotextile; Structural engineering; Geology; Composite material; Engineering","score_opus":0.006842423941800355,"score_gpt":0.18334796192116504,"score_spread":0.1765055379793647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4303575471","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99919367,0.000055268225,0.0000852578,0.000025711704,0.000072004565,0.000189091,0.000052482526,0.00018945828,0.0001370603],"genre_scores_gemma":[0.9998145,0.000028880537,0.0000026015982,0.000023351939,0.00001158989,0.00001871743,0.000019997573,0.000030602238,0.000049766764],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99878985,0.00003183422,0.0003599653,0.00022053435,0.00033356575,0.0002642752],"domain_scores_gemma":[0.999349,0.00017428784,0.00008375337,0.00027156383,0.000050222174,0.0000711714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024716277,0.00020885006,0.00032783975,0.00017911916,0.00012250073,0.000014725486,0.00016893243,0.000094015355,0.000035609828],"category_scores_gemma":[0.00012074051,0.00020932729,0.00007587084,0.00033584298,0.000074851814,0.00007216323,0.000065143526,0.0002916107,0.0000012923646],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044906992,0.00002058042,0.000011094321,0.00037130565,0.000022135475,0.0000019484266,0.00051163987,0.9733648,0.024085354,0.0006932548,0.0000047827084,0.0008682462],"study_design_scores_gemma":[0.0005915437,0.00019874812,0.009828597,0.00013557622,0.000024707882,0.0000048105694,0.00014710757,0.98599476,0.0023276259,0.00019042462,0.00029457218,0.00026150123],"about_ca_topic_score_codex":0.00027864092,"about_ca_topic_score_gemma":0.0000047717667,"teacher_disagreement_score":0.02175773,"about_ca_system_score_codex":0.000038395396,"about_ca_system_score_gemma":0.000012357154,"threshold_uncertainty_score":0.85361195},"labels":[],"label_agreement":null},{"id":"W4305015929","doi":"10.1016/j.geotexmem.2022.10.002","title":"Influence of uncertainty in geosynthetic stiffness on deterministic and probabilistic analyses using analytical solutions for three reinforced soil problems","year":2022,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Reinforcement; Probabilistic logic; Geotechnical engineering; Structural engineering; Ultimate tensile strength; Creep; Engineering; Mathematics; Materials science; Statistics; Composite material","score_opus":0.036321148495732127,"score_gpt":0.2595112867090508,"score_spread":0.2231901382133187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4305015929","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991374,0.00018790916,0.00013514153,0.000023666127,0.000030754858,0.0003505954,0.000050713996,0.00006902989,0.000014808824],"genre_scores_gemma":[0.99981153,0.000028671408,0.0000010861323,0.0000051529983,0.000009541487,0.00010203277,0.0000142712515,0.000018344148,0.000009382074],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898875,0.000018903906,0.0003319133,0.00021658182,0.00014141291,0.00030242288],"domain_scores_gemma":[0.9994341,0.00025527852,0.000041876407,0.00016613875,0.000041161606,0.000061416744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020203622,0.00016012776,0.00028587072,0.00018314432,0.00016345821,0.0000212016,0.000089349785,0.000057831778,0.000006904372],"category_scores_gemma":[0.00017736203,0.00015613082,0.000043485146,0.0002898812,0.00010575896,0.000054771568,0.00007096273,0.00013820012,1.7724629e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020766538,0.000017061828,0.0000019871852,0.00055822026,0.00001364205,0.0000015835343,0.00013255386,0.99512935,0.0013633174,0.0010503203,5.3556255e-7,0.0017106727],"study_design_scores_gemma":[0.0003344652,0.00010282728,0.0034278994,0.00008565469,0.000045076507,0.000014608759,0.00008374331,0.99463236,9.1558843e-7,0.0010601237,0.00003655881,0.00017576455],"about_ca_topic_score_codex":0.00016459665,"about_ca_topic_score_gemma":0.00010322735,"teacher_disagreement_score":0.0034259122,"about_ca_system_score_codex":0.000046651083,"about_ca_system_score_gemma":0.000023460392,"threshold_uncertainty_score":0.636683},"labels":[{"model":"gemma","categories":[],"domain":null,"study_design":"simulation_or_modeling","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"high"},{"model":"gpt","categories":[],"domain":null,"study_design":"simulation_or_modeling","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"high"}],"label_agreement":"agree"},{"id":"W4306407230","doi":"10.1016/j.trgeo.2022.100887","title":"Development of liquid soil stabilizer (Ca2+) to reduce long-term embankment settlement","year":2022,"lang":"en","type":"article","venue":"Transportation Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario","funders":"Korea Railroad Research Institute; National Research Foundation of Korea; Ministry of Education","keywords":"Levee; Geotechnical engineering; Settlement (finance); Atterberg limits; Soil stabilization; Compaction; Plasticity; Subgrade; Materials science; Environmental science; Geology; Soil water; Water content; Soil science; Composite material","score_opus":0.013096779201337524,"score_gpt":0.22840591586041406,"score_spread":0.21530913665907653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4306407230","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8777429,0.000085300555,0.12068961,0.00006691675,0.0002174748,0.0004463701,0.00011084533,0.00057349645,0.000067074456],"genre_scores_gemma":[0.9947571,0.000021586908,0.004308841,0.000028592716,0.000012321962,0.00035120724,0.00041713033,0.00005190614,0.00005128039],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983431,0.000010897752,0.000641963,0.00023850422,0.00048754553,0.00027796536],"domain_scores_gemma":[0.9994583,0.00001609601,0.00005659898,0.00029926677,0.00006254115,0.00010716055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028895185,0.0001949444,0.00021724711,0.00016923745,0.00011544828,0.0000076162037,0.00022064989,0.00006875683,0.00028885854],"category_scores_gemma":[0.0000066230696,0.00023426025,0.00007117001,0.0005018496,0.0000144986425,0.00005627185,0.000018831126,0.00022011495,0.000007697396],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034042776,0.00007994312,0.00004655796,0.00017111201,0.000024634473,0.0000025061993,0.0015851934,0.96384275,0.03009332,0.0003158769,0.000060195423,0.0037438695],"study_design_scores_gemma":[0.0043711024,0.0019943786,0.1185714,0.000446012,0.00033659345,0.000016413029,0.0025085043,0.11724782,0.6376096,0.00035787397,0.112352684,0.00418759],"about_ca_topic_score_codex":0.00000538609,"about_ca_topic_score_gemma":0.000054063756,"teacher_disagreement_score":0.8465949,"about_ca_system_score_codex":0.00025527127,"about_ca_system_score_gemma":0.000052820975,"threshold_uncertainty_score":0.95528555},"labels":[],"label_agreement":null},{"id":"W4308524278","doi":"10.1007/s10706-022-02334-z","title":"Undrained Capacity of Shallow Octagonal Foundations Under Combined VHM Loading","year":2022,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Envelope (radar); Structural engineering; Embedment; Bearing capacity; Shallow foundation; Finite element method; Geotechnical engineering; Foundation (evidence); Engineering; Geology; Geometry; Mathematics","score_opus":0.015520023034832794,"score_gpt":0.19145337071885754,"score_spread":0.17593334768402474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308524278","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8588321,0.00020600366,0.13845825,0.000296756,0.00024948234,0.00023133744,0.000030048059,0.0012955181,0.00040050162],"genre_scores_gemma":[0.9986368,0.00002991294,0.0010844187,0.000037357768,0.00003276055,0.000084328116,0.000033226628,0.000029315685,0.00003187353],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986305,0.000025832598,0.00041659942,0.00026932958,0.00027216843,0.0003855627],"domain_scores_gemma":[0.99934167,0.00021964242,0.000035403984,0.00022268784,0.000034701563,0.00014589274],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025717437,0.00023292883,0.00034893557,0.00013934527,0.00014929104,0.000017924336,0.00022311804,0.00016068183,0.0002529996],"category_scores_gemma":[0.00016532732,0.00023465604,0.00013062848,0.00046753796,0.00009334685,0.00007742653,0.00023166831,0.0006310882,0.0000028407644],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008106096,0.000044574972,0.000042183245,0.000059477527,0.00003123368,0.0000031118104,0.00002090969,0.9652484,0.0071123578,0.027034368,0.000020598598,0.00037467966],"study_design_scores_gemma":[0.00043823058,0.00020047197,0.0061673583,0.00001738307,0.000026644484,0.00003562939,0.000026854439,0.98635715,0.0002307728,0.0035152459,0.0026432278,0.00034103976],"about_ca_topic_score_codex":0.000014976946,"about_ca_topic_score_gemma":0.0000016712214,"teacher_disagreement_score":0.1398047,"about_ca_system_score_codex":0.00008654467,"about_ca_system_score_gemma":0.000010597246,"threshold_uncertainty_score":0.9568995},"labels":[],"label_agreement":null},{"id":"W4309310673","doi":"10.3390/geotechnics2040047","title":"Review of the Effects of Freezing/Thawing Cycles on the Engineering Properties of Soilcrete","year":2022,"lang":"en","type":"article","venue":"Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Soil water; Weathering; Mixing (physics); Cementitious; Environmental science; Curing (chemistry); Temperate climate; Geotechnical engineering; Soil science; Geology; Cement; Materials science; Composite material; Ecology","score_opus":0.0072527366329045405,"score_gpt":0.1654492294861552,"score_spread":0.15819649285325066,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309310673","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91649896,0.07492145,0.004045844,0.00069192896,0.0009758111,0.0016780607,0.000036397872,0.000704159,0.00044736298],"genre_scores_gemma":[0.9975149,0.0022829308,0.000035583726,0.000041821822,0.000010035451,0.00007724815,0.0000012148647,0.00002621699,0.000010073672],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990909,0.00003689966,0.00034182583,0.00009201622,0.0002915421,0.00014677843],"domain_scores_gemma":[0.9992165,0.00014366428,0.00008631517,0.0004948239,0.000042523086,0.000016188253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003850233,0.00012639836,0.000245498,0.000054817265,0.00005391216,0.0000024017304,0.0003372137,0.00004725749,0.000007452336],"category_scores_gemma":[0.00060410023,0.00008317586,0.00013883125,0.0004584656,0.000039677114,0.000022287599,0.00015214884,0.00032767464,3.351713e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000016652101,0.000012672185,0.000003137566,0.0093768565,0.00002126784,2.2758744e-7,0.00008203579,0.90590334,0.08268185,0.0010215878,0.00019233502,0.00070305425],"study_design_scores_gemma":[0.00022870718,0.0002006945,0.0002240153,0.01693772,0.000105014056,0.000009102,0.00006563479,0.46817902,0.50210255,0.0001640356,0.011446301,0.00033719474],"about_ca_topic_score_codex":0.000013976864,"about_ca_topic_score_gemma":3.7523853e-7,"teacher_disagreement_score":0.4377243,"about_ca_system_score_codex":0.00004274255,"about_ca_system_score_gemma":0.00001456823,"threshold_uncertainty_score":0.3391813},"labels":[],"label_agreement":null},{"id":"W4309324288","doi":"10.1186/s40703-022-00176-5","title":"Comparative analysis of international codes of practice for pile foundation design considering negative skin friction effect","year":2022,"lang":"en","type":"article","venue":"International Journal of Geo-Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Nazarbayev University","keywords":"Pile; Foundation (evidence); Eurocode; Engineering; Bridge (graph theory); Structural engineering; Civil engineering; Geotechnical engineering","score_opus":0.015020335722230247,"score_gpt":0.2761907469105236,"score_spread":0.2611704111882933,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309324288","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1996283,0.00012932514,0.7981745,0.0000694942,0.0015565638,0.00020666543,0.00006156657,0.000054932498,0.00011864222],"genre_scores_gemma":[0.9846771,0.0000458172,0.015049846,0.0000062594836,0.000113320486,0.000035431025,0.000047109184,0.00001963546,0.000005497727],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99833226,0.000060979644,0.00075581606,0.00011782383,0.000603069,0.00013002729],"domain_scores_gemma":[0.9971157,0.0015186638,0.00044059675,0.000095971074,0.0007832448,0.00004586872],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000880847,0.00015761159,0.00045102322,0.00093075307,0.000037532307,0.00003123799,0.0003141201,0.000050142728,0.00006059119],"category_scores_gemma":[0.0009221687,0.00017294398,0.00024669565,0.00053653977,0.000019523073,0.00038696986,0.000054147262,0.0002686125,4.4847067e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017007605,0.00006597993,0.00011281697,0.000032411273,0.0026069789,0.0000034559605,0.0007111898,0.97841233,0.016439512,0.00064553646,0.000057683475,0.0007420154],"study_design_scores_gemma":[0.00073215173,0.00031493304,0.0015194206,0.00005363726,0.00042460216,0.000034507077,0.0002801916,0.9767574,0.017518261,0.00005160085,0.0021709588,0.00014231865],"about_ca_topic_score_codex":0.00002243291,"about_ca_topic_score_gemma":0.0000019233933,"teacher_disagreement_score":0.7850488,"about_ca_system_score_codex":0.00033246662,"about_ca_system_score_gemma":0.000036916015,"threshold_uncertainty_score":0.7052451},"labels":[],"label_agreement":null},{"id":"W4309574505","doi":"10.1201/9780203743362-157","title":"Measurement of earth pressure at-rest with inclined backfill","year":2022,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rest (music); Geology; Earth (classical element); Geotechnical engineering; Lateral earth pressure; Mathematics; Physics; Acoustics","score_opus":0.01255348469250565,"score_gpt":0.16864594766721736,"score_spread":0.15609246297471172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309574505","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00011280177,0.0016941404,0.008020287,0.000025419446,0.00023615603,0.0005681719,0.00008159079,0.0008887896,0.9883726],"genre_scores_gemma":[0.5310008,0.00057014596,0.0010644733,0.000023407683,0.00013495822,0.00013548341,0.00020161025,0.0004055305,0.4664636],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987843,0.0000050030235,0.00028872376,0.00019593262,0.00057707785,0.00014894652],"domain_scores_gemma":[0.9994024,0.00001608346,0.000050524835,0.0003647292,0.00010034201,0.00006589424],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001363279,0.00025959982,0.00032629658,0.00008644018,0.000033531047,0.0000056214594,0.00013903063,0.00017826441,0.0024337876],"category_scores_gemma":[0.000012600914,0.0002283985,0.00007770931,0.000038629696,0.00002638404,0.000029372697,0.00007979976,0.00029583005,0.000017298353],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001651906,0.000008574784,0.0000019082845,0.0003780494,0.00015851457,0.0000028387956,0.000014090078,0.9859722,0.00027468172,0.012303008,0.000403609,0.0004659655],"study_design_scores_gemma":[0.00032284597,0.0001807489,0.000094214316,0.00016692062,0.00012799102,0.000004295492,0.000002132428,0.046497777,0.00029031563,0.00010197822,0.9517863,0.00042449363],"about_ca_topic_score_codex":0.000019425026,"about_ca_topic_score_gemma":0.00013269241,"teacher_disagreement_score":0.9513827,"about_ca_system_score_codex":0.00006217885,"about_ca_system_score_gemma":0.00002355658,"threshold_uncertainty_score":0.9984781},"labels":[],"label_agreement":null},{"id":"W4311806007","doi":"10.1139/cjce-2022-0282","title":"Numerical investigation of the performance of geocell-reinforced granular base in inverted pavement systems using nonlinear finite element modeling","year":2022,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Reinforcement; Finite element method; Structural engineering; Nonlinear system; Aggregate (composite); Reliability (semiconductor); Base (topology); Granular material; Rut; Quality (philosophy); Geotechnical engineering; Materials science; Computer science; Engineering; Composite material; Mathematics; Asphalt","score_opus":0.011823569917439524,"score_gpt":0.16798669104052585,"score_spread":0.15616312112308633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4311806007","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9332918,0.00039279464,0.06568396,0.000012637408,0.00044534117,0.0001363458,0.00001144149,0.000015139796,0.000010538695],"genre_scores_gemma":[0.9996932,0.000013666224,0.00021881876,0.000006243431,0.0000278646,0.0000060491607,0.0000046010705,0.000027628805,0.000001925352],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99866426,0.000026685348,0.0007109376,0.00007076843,0.00029010768,0.00023726588],"domain_scores_gemma":[0.9994423,0.00003113491,0.00012169417,0.0001590516,0.00008928788,0.00015656342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046608064,0.0001308884,0.00025772734,0.00038294934,0.00005076926,0.000009942571,0.00021849295,0.00004691702,0.000016989135],"category_scores_gemma":[0.000065762106,0.00012926184,0.000079167425,0.00060340133,0.000015144332,0.00009920275,0.000018390907,0.0003552752,9.425623e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000001993519,0.0000024170256,0.0012015324,0.0002535409,0.000015864522,0.0000035664914,0.0002820827,0.9930316,0.0051516974,0.000034628854,0.00000363545,0.000017396456],"study_design_scores_gemma":[0.0002736795,0.000048995724,0.00023842772,0.00026824704,0.000016992142,0.000013628451,0.00008173952,0.9969243,0.0019524263,0.000002912974,0.000061724335,0.000116935196],"about_ca_topic_score_codex":0.001153381,"about_ca_topic_score_gemma":0.0005228258,"teacher_disagreement_score":0.06640141,"about_ca_system_score_codex":0.00039106898,"about_ca_system_score_gemma":0.00021976215,"threshold_uncertainty_score":0.5271145},"labels":[],"label_agreement":null},{"id":"W4311857705","doi":"10.3390/coatings12121922","title":"Stabilization of Sandy Soils by Bentonite Clay Slurry at Laboratory Bench and Pilot Scales","year":2022,"lang":"en","type":"article","venue":"Coatings","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Al-Zaytoonah University of Jordan","keywords":"Bentonite; Geotechnical engineering; Slurry; Direct shear test; Soil water; Geology; Materials science; Shear (geology); Composite material; Soil science","score_opus":0.005621232706026109,"score_gpt":0.18580100097126717,"score_spread":0.18017976826524107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4311857705","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99508995,0.0009998551,0.0030297665,0.000028207885,0.00009712176,0.00011636367,0.00008876367,0.00023649992,0.00031348434],"genre_scores_gemma":[0.99961174,0.0000610893,0.00010958289,0.000021413427,0.000011211217,0.000035505294,0.00007856678,0.000027186226,0.00004373129],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99930644,0.000024810353,0.0002127866,0.00013602064,0.00018024028,0.00013972702],"domain_scores_gemma":[0.9996588,0.00007526753,0.00003852032,0.00013078129,0.000044835982,0.000051771498],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017528143,0.000101917205,0.0001321827,0.00005207102,0.00012862952,0.000011295262,0.00007310129,0.0000360765,0.00008652026],"category_scores_gemma":[0.000084917425,0.00011746614,0.000017142107,0.00026760023,0.00003735517,0.000066007735,0.000081527454,0.00012090486,0.0000014103935],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011543519,0.000054585595,0.0041496083,0.00027718296,0.000011902248,4.8434407e-7,0.0008153018,0.5520435,0.43779364,0.00034484192,0.0031801788,0.0013172438],"study_design_scores_gemma":[0.0021345085,0.0010170487,0.010142466,0.000102052225,0.00007864793,0.000008212932,0.0012898508,0.81517637,0.13333017,0.0005452134,0.034890465,0.0012850302],"about_ca_topic_score_codex":0.000013815205,"about_ca_topic_score_gemma":0.000007865634,"teacher_disagreement_score":0.30446348,"about_ca_system_score_codex":0.00008514298,"about_ca_system_score_gemma":0.00000825225,"threshold_uncertainty_score":0.479013},"labels":[],"label_agreement":null},{"id":"W4311890330","doi":"10.48084/etasr.5362","title":"Effectiveness of EPS Bead Size and Cement Proportions on the Strength and Deformation of Light-Weighted Soil","year":2022,"lang":"en","type":"article","venue":"Engineering Technology & Applied Science Research","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Powertech Labs (Canada)","funders":"","keywords":"Bead; Materials science; Cement; Composite material; Brittleness; Deformation (meteorology); Compressive strength; Context (archaeology); Geology","score_opus":0.010900503760202193,"score_gpt":0.2467703610940644,"score_spread":0.2358698573338622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4311890330","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965749,0.00006632141,0.0023702867,0.00013061108,0.000036543926,0.00041273586,0.000016139975,0.00022817666,0.0001643207],"genre_scores_gemma":[0.99928856,0.00002544148,0.00032841164,5.621082e-7,0.0000032102869,0.00033479338,0.0000028279867,0.0000129479895,0.000003244859],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99879706,0.000017791675,0.00020159926,0.0001950719,0.0004925322,0.00029592676],"domain_scores_gemma":[0.9992114,0.00035354818,0.000026239713,0.00028742268,0.00007884559,0.00004258605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020085506,0.00009943482,0.0001493192,0.0005683385,0.00024682976,0.0000109204475,0.00030123867,0.000058559195,0.000012447485],"category_scores_gemma":[0.0002713091,0.000081649,0.000013742124,0.0020345002,0.00030849234,0.00004873772,0.00025031698,0.0005112781,6.1819094e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011598319,0.00005404737,0.00004542344,0.00030835075,0.000016286716,5.9948695e-7,0.00019607229,0.30213758,0.60549897,0.08890444,0.000014169021,0.002812453],"study_design_scores_gemma":[0.00028974452,0.0003023633,0.003979195,0.00009808593,0.000007702546,0.000008255135,0.0006176054,0.48812196,0.50366193,0.0024748873,0.00025055037,0.0001877348],"about_ca_topic_score_codex":0.000003889795,"about_ca_topic_score_gemma":5.1970244e-7,"teacher_disagreement_score":0.18598437,"about_ca_system_score_codex":0.00014539169,"about_ca_system_score_gemma":0.00003762935,"threshold_uncertainty_score":0.33295494},"labels":[],"label_agreement":null},{"id":"W4313404037","doi":"10.1680/jgein.22.00298","title":"Freeze-thaw behavior of geocell-reinforced bases considering different fines contents","year":2022,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Frost heaving; Geotechnical engineering; Geosynthetics; Stiffness; Settlement (finance); Environmental science; Bearing capacity; Frost (temperature); Bearing (navigation); Geology; Materials science; Composite material; Computer science","score_opus":0.013129184270321866,"score_gpt":0.2043368007721698,"score_spread":0.19120761650184795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313404037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9874222,0.00006667982,0.008427232,0.00006310932,0.0013343116,0.00013481689,0.00026226096,0.00024282925,0.0020465343],"genre_scores_gemma":[0.99926436,0.000022082992,0.00014759228,0.00001557404,0.00003424932,0.00007930631,0.00009019782,0.000025410649,0.00032125594],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990735,0.000012026724,0.00029858993,0.00012044499,0.0003432125,0.00015224188],"domain_scores_gemma":[0.999609,0.00006711899,0.00004600485,0.00016809776,0.00006646647,0.000043346976],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00006913193,0.00012841387,0.00015079674,0.00011473148,0.000055590288,0.000014775661,0.00023163565,0.00003727593,0.0010837133],"category_scores_gemma":[0.000077723416,0.00013846913,0.00008164305,0.00006816787,0.00003351926,0.00003927166,0.00012775163,0.00016432218,0.0000046776963],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007363812,0.000049827857,0.001959663,0.00002683882,0.00003297963,0.0000056239464,0.00008015016,0.9755197,0.018167777,0.0026574165,0.0002077036,0.00128495],"study_design_scores_gemma":[0.00071614305,0.00008916642,0.007893671,0.00004763982,0.000050993956,0.00004299443,0.00026943267,0.9332114,0.045353636,0.00025951833,0.011658498,0.0004069055],"about_ca_topic_score_codex":0.00005030707,"about_ca_topic_score_gemma":0.000010837511,"teacher_disagreement_score":0.04230831,"about_ca_system_score_codex":0.00006491799,"about_ca_system_score_gemma":0.000006498587,"threshold_uncertainty_score":0.9998294},"labels":[],"label_agreement":null},{"id":"W4313889333","doi":"10.1520/d7239-13r23","title":"Specification for Hybrid Geosynthetic Paving Mat for Highway Applications","year":2023,"lang":"en","type":"standard","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geosynthetics; Geotextile; Civil engineering; Environmental science; Geology; Engineering","score_opus":0.01746684782306173,"score_gpt":0.23391626678100613,"score_spread":0.2164494189579444,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313889333","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000015473881,0.00036049157,0.9879986,0.00017974962,0.0012582885,0.0021444291,0.0021467353,0.0032788755,0.0026173294],"genre_scores_gemma":[0.27496654,0.019843401,0.15196963,0.00027708642,0.022967137,0.15216382,0.11975706,0.0081680035,0.24988732],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987039,0.0000049233026,0.0004114024,0.00035747926,0.0001693437,0.00035294416],"domain_scores_gemma":[0.99890494,0.0003639559,0.00005055816,0.00045523793,0.00014857964,0.00007669739],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00022218107,0.00028828526,0.00034036135,0.00018203475,0.00011467789,0.00006742113,0.00023232745,0.00025838547,0.000024929048],"category_scores_gemma":[0.000113543625,0.00030314628,0.00020164707,0.00019393722,0.000020249983,0.000043393666,0.000020322732,0.00017570046,0.00006193105],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009056299,0.000025197247,2.595123e-7,0.0037409347,0.000099978344,3.0747793e-7,0.000031159805,0.58957803,0.0003848553,0.010869274,0.33655345,0.058707476],"study_design_scores_gemma":[0.00015140866,0.000019522084,0.0000043282535,0.00007636549,0.000051572828,9.562888e-7,0.000011732382,0.23962653,0.000329123,0.0022179708,0.7572042,0.00030631703],"about_ca_topic_score_codex":0.000005913373,"about_ca_topic_score_gemma":0.000013935724,"teacher_disagreement_score":0.836029,"about_ca_system_score_codex":0.00020236582,"about_ca_system_score_gemma":0.000027726213,"threshold_uncertainty_score":0.99994206},"labels":[],"label_agreement":null},{"id":"W4315632034","doi":"10.1139/cgj-2022-0499","title":"LRFD calibration for soil failure limit state using the Stiffness Method","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Limit state design; Structural engineering; Calibration; Foundation (evidence); Creep; Engineering; Geotechnical engineering; Safety factor; Bridge (graph theory); Mechanically stabilized earth; Geogrid; Resistance Factors; Soil nailing; Limit (mathematics); Factor of safety; Civil engineering; Reinforcement; Retaining wall; Mathematics; Materials science; Statistics","score_opus":0.02093877993833768,"score_gpt":0.2439255015034161,"score_spread":0.22298672156507843,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4315632034","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.031072099,0.000093640316,0.96534085,0.0020106107,0.0005246207,0.00028798555,0.00005991586,0.00058731675,0.000022953744],"genre_scores_gemma":[0.99579686,0.00007000525,0.0033241522,0.00015694206,0.00036471253,0.000044486853,0.000034320143,0.00009971788,0.0001088045],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99866754,0.00004478917,0.00034321687,0.00015719286,0.00019622294,0.0005910621],"domain_scores_gemma":[0.9989995,0.00018584578,0.000039039256,0.00023349788,0.000097957374,0.00044418557],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007190878,0.00017545876,0.00018598346,0.00025343444,0.00035541996,0.00017365918,0.00030134222,0.00020746104,0.000023501863],"category_scores_gemma":[0.00028098398,0.00014399544,0.00012570896,0.0006825081,0.000037124097,0.00014977627,0.000020767795,0.0005876979,0.0000085651],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000024743817,0.00000189065,0.0000023131686,0.000022127455,0.000019676167,0.000011569868,0.000051544008,0.9838198,0.0013756594,0.00023486475,0.0037498495,0.010708222],"study_design_scores_gemma":[0.00017944632,0.000016988259,0.00017732116,0.000032505828,0.0000232101,0.000088735804,0.000065252585,0.9689464,0.00021869682,0.0019512014,0.028110407,0.00018986213],"about_ca_topic_score_codex":0.0009821232,"about_ca_topic_score_gemma":0.0034330748,"teacher_disagreement_score":0.9647248,"about_ca_system_score_codex":0.0002982132,"about_ca_system_score_gemma":0.00021054676,"threshold_uncertainty_score":0.58719635},"labels":[],"label_agreement":null},{"id":"W4315795794","doi":"10.3390/buildings13010202","title":"Large-Scale Triaxial Testing of TDA Mixed with Fine and Coarse Aggregates","year":2023,"lang":"en","type":"article","venue":"Buildings","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Scrap; Aggregate (composite); Environmental science; Waste management; Scale (ratio); Geotechnical engineering; Materials science; Engineering; Composite material; Metallurgy","score_opus":0.009627446361700508,"score_gpt":0.19349949351823595,"score_spread":0.18387204715653543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4315795794","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99223167,0.0001047039,0.0066148145,0.000029144392,0.00006650136,0.0000783488,0.000008695704,0.0006905843,0.0001755577],"genre_scores_gemma":[0.99635047,0.000019586167,0.0035144784,0.0000024943065,0.000027322018,0.000009453055,0.000008095267,0.00002665108,0.00004144976],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994667,0.0000044354088,0.0001412531,0.00011255188,0.00009571902,0.00017929739],"domain_scores_gemma":[0.99970317,0.00009985198,0.000022227125,0.00009470807,0.000033787866,0.00004627349],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014809614,0.000094267816,0.00014674093,0.00007697136,0.00002971244,0.000012413848,0.00005273211,0.00005591772,0.0000043217383],"category_scores_gemma":[0.00016739908,0.00008439143,0.00001707784,0.00048784257,0.000024147743,0.00004905971,0.000025929874,0.00008048051,0.0000034383088],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023821978,0.000026980377,0.0030750232,0.00044114003,0.00003401183,0.000009250081,0.0006457065,0.9365311,0.036885984,0.0005236641,0.0006044971,0.021198787],"study_design_scores_gemma":[0.0009969362,0.0001133061,0.005984028,0.00019768368,0.000024385077,0.000009886345,0.0001234742,0.97572535,0.0125237685,0.00021563181,0.0038482503,0.00023729916],"about_ca_topic_score_codex":0.000015620193,"about_ca_topic_score_gemma":0.000012617055,"teacher_disagreement_score":0.039194215,"about_ca_system_score_codex":0.000009501794,"about_ca_system_score_gemma":0.000004860333,"threshold_uncertainty_score":0.34413826},"labels":[],"label_agreement":null},{"id":"W4317401450","doi":"10.18280/mmep.090613","title":"A Study of the Structural Behavior of Recycled-Concrete Haunched Beams with Web Opening","year":2022,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Beam (structure); Materials science; Square (algebra); Structural engineering; Aggregate (composite); Composite material; Range (aeronautics); Mathematics; Geometry; Engineering","score_opus":0.016097150509464978,"score_gpt":0.19287965023207515,"score_spread":0.17678249972261018,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4317401450","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89245206,0.000102486476,0.10684647,0.0000057335033,0.000055709832,0.0003235217,0.0000055241317,0.00015518344,0.000053335763],"genre_scores_gemma":[0.9967133,0.0000043324594,0.0030608675,9.817512e-7,0.0000070068263,0.00015448802,0.0000016299584,0.00004433244,0.000013076967],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99899507,0.000017612314,0.00036775984,0.0001494483,0.00028297998,0.00018711884],"domain_scores_gemma":[0.99954975,0.000068584326,0.000048955888,0.00025589418,0.000028184735,0.000048618185],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020683181,0.00016666522,0.00029903447,0.000065400665,0.00007852247,0.00001415604,0.0001812002,0.00004150202,0.000009502556],"category_scores_gemma":[0.000015070494,0.00012362676,0.000042659067,0.0002789029,0.000026446767,0.00004629998,0.00009472964,0.00027106047,1.1482431e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004170354,0.000018395145,0.000059303115,0.00027915972,0.00002933424,8.4262683e-7,0.0012610307,0.9958866,0.0016078373,0.00070602837,7.359595e-7,0.00014651021],"study_design_scores_gemma":[0.00037683576,0.00016243353,0.00007557679,0.00009717276,0.000060650877,0.000019653364,0.0002541275,0.9982021,0.00033180742,0.00025283993,0.000013867679,0.00015295779],"about_ca_topic_score_codex":0.000023093304,"about_ca_topic_score_gemma":8.649099e-7,"teacher_disagreement_score":0.10426125,"about_ca_system_score_codex":0.00002763552,"about_ca_system_score_gemma":0.000007941528,"threshold_uncertainty_score":0.50413525},"labels":[],"label_agreement":null},{"id":"W4319083432","doi":"10.3390/buildings13020422","title":"Restoration of Tilted Buildings via Micropile Underpinning: A Case Study of a Multistory Building Supported by a Raft Foundation","year":2023,"lang":"en","type":"article","venue":"Buildings","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Underpinning; Settlement (finance); Foundation (evidence); Engineering; Geotechnical engineering; Civil engineering; Raft; Process (computing); Computer science","score_opus":0.01408720572189188,"score_gpt":0.24727344475844082,"score_spread":0.23318623903654895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319083432","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91553235,0.00006636165,0.08297679,0.000015063898,0.00019147138,0.00042672333,0.000008649206,0.0007594837,0.000023103024],"genre_scores_gemma":[0.99824464,0.000016483908,0.0015105674,0.000004018621,0.000024468392,0.00004744056,0.0000476767,0.000066830835,0.000037848622],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99848497,0.000037190366,0.0006323091,0.00028323865,0.00028591772,0.00027638764],"domain_scores_gemma":[0.99920475,0.00010859011,0.00015851994,0.00029940455,0.00015033863,0.00007837513],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00039237936,0.0002170198,0.000336744,0.00041744998,0.00008186135,0.00002164152,0.00015187025,0.00015282599,0.000015354894],"category_scores_gemma":[0.00016095147,0.00025409635,0.00006788147,0.0012867886,0.000047846814,0.00019219668,0.00005206257,0.00018654727,0.00000518051],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015565676,0.00014268022,0.00058110425,0.00024193266,0.00006186662,0.00004790654,0.0020198333,0.24017224,0.7516588,0.000071656264,0.0011650405,0.003821381],"study_design_scores_gemma":[0.0026644145,0.0006212814,0.0017300063,0.00021908603,0.00015493874,0.00018886935,0.002637335,0.9036635,0.08227415,0.00013469346,0.0049612187,0.0007505079],"about_ca_topic_score_codex":0.00091984274,"about_ca_topic_score_gemma":0.000045856686,"teacher_disagreement_score":0.66938466,"about_ca_system_score_codex":0.00014897119,"about_ca_system_score_gemma":0.000020324884,"threshold_uncertainty_score":0.9999911},"labels":[],"label_agreement":null},{"id":"W4319840127","doi":"10.1177/0309524x221142276","title":"Undrained capacity of circular shallow foundations on two-layer clays under combined VHMT loading","year":2023,"lang":"en","type":"article","venue":"Wind Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Serviceability (structure); Geotechnical engineering; Bearing capacity; Shallow foundation; Geology; Crust; Wave loading; Structural engineering; Engineering; Geophysics","score_opus":0.0281773874611953,"score_gpt":0.22591580591097268,"score_spread":0.19773841844977738,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319840127","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90117586,0.00003334779,0.09422851,0.0000741732,0.00067620224,0.00019912771,0.000014951129,0.0022041458,0.0013936784],"genre_scores_gemma":[0.99930984,0.000014697193,0.00037483216,0.000012337294,0.00008564823,0.000019949588,0.00005100693,0.000093118106,0.000038549868],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987354,0.000011326013,0.00035000194,0.00022444145,0.00026160522,0.00041718077],"domain_scores_gemma":[0.99930453,0.00014266204,0.00002741508,0.00035602736,0.00004806833,0.00012126849],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002170662,0.0002563615,0.0002868771,0.00034966262,0.00006111333,0.00003187445,0.00017833791,0.00014578325,0.000036844478],"category_scores_gemma":[0.00012752452,0.00029401082,0.0001457839,0.0009267001,0.000023624234,0.00012440083,0.0000319336,0.0002986628,0.000080366364],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000021169972,0.000014979594,0.000052579282,0.00015116534,0.00006319128,0.0000029521575,0.00011819588,0.92764217,0.06562021,0.006148464,0.000044663004,0.00013931698],"study_design_scores_gemma":[0.00051066757,0.00004203063,0.006180641,0.00011658219,0.000026281763,0.0000030113306,0.000034043827,0.9878068,0.004073202,0.00037486482,0.0005019321,0.00032993426],"about_ca_topic_score_codex":0.00001518774,"about_ca_topic_score_gemma":0.0000034291272,"teacher_disagreement_score":0.098134,"about_ca_system_score_codex":0.00014449906,"about_ca_system_score_gemma":0.000012324334,"threshold_uncertainty_score":0.9999512},"labels":[],"label_agreement":null},{"id":"W4320474921","doi":"10.1016/j.soildyn.2023.107798","title":"Numerical investigation and estimation of active earth thrust on gravity retaining walls under seismic excitation","year":2023,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Thrust; Lateral earth pressure; Retaining wall; Acceleration; Geology; Deformation (meteorology); Geotechnical engineering; Mechanics; Peak ground acceleration; Earth (classical element); Work (physics); Structural engineering; Engineering; Seismology; Physics; Classical mechanics; Ground motion; Aerospace engineering","score_opus":0.0077570081843374855,"score_gpt":0.1946719491460196,"score_spread":0.1869149409616821,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320474921","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9057227,0.000030771116,0.093411475,0.000069056725,0.00011065989,0.000100509424,0.000011623548,0.000451329,0.000091864466],"genre_scores_gemma":[0.99930125,0.00009486826,0.0004123475,0.000008729393,0.000019837911,0.000012430465,0.00009646081,0.000037911916,0.000016159322],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99923074,0.000012891993,0.00022048723,0.00017906967,0.00015170863,0.00020508785],"domain_scores_gemma":[0.99958825,0.00012707336,0.000032352273,0.00011703855,0.00002924599,0.000106064304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017168997,0.00016846527,0.00018773775,0.0001989813,0.000052708296,0.000029884864,0.000038974293,0.000119692624,0.0000017763692],"category_scores_gemma":[0.000117164505,0.00018724849,0.000029946465,0.00040762435,0.000029732335,0.00014138513,0.000017005228,0.0002041291,0.0000035220664],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000035605035,0.0000033307329,0.00007663141,0.00013938353,0.000015880876,7.7769766e-7,0.0002590698,0.9665881,0.00043275327,0.0037739517,0.000001947552,0.028704604],"study_design_scores_gemma":[0.00016523922,0.000045389577,0.10365875,0.000086675675,0.000009804107,0.0000024825226,0.00007364885,0.89459515,0.00030464373,0.0008923794,0.000005055371,0.00016080106],"about_ca_topic_score_codex":0.000023357272,"about_ca_topic_score_gemma":0.000008218953,"teacher_disagreement_score":0.10358212,"about_ca_system_score_codex":0.000035857283,"about_ca_system_score_gemma":0.0000097290795,"threshold_uncertainty_score":0.76357716},"labels":[],"label_agreement":null},{"id":"W4320718243","doi":"10.1139/cgj-2020-0710","title":"A novel short pile foundation system bonded to highly cemented layers for settlement control","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Pile; Geotechnical engineering; Foundation (evidence); Settlement (finance); Finite element method; Stiffness; Parametric statistics; Geology; Engineering; Structural engineering; Computer science","score_opus":0.014282854708606733,"score_gpt":0.21871855378331853,"score_spread":0.2044356990747118,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320718243","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012310037,0.000024026021,0.982148,0.0018844281,0.0010031739,0.00091047224,0.00027226337,0.0012221908,0.00022542196],"genre_scores_gemma":[0.9984146,0.00001221118,0.0007823782,0.00018399904,0.000216172,0.00017632145,0.00010678914,0.00005951028,0.00004806279],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984135,0.000013274116,0.00045814022,0.00019706794,0.00025106774,0.0006669409],"domain_scores_gemma":[0.998738,0.00006745931,0.000025436084,0.00021451339,0.00013427969,0.00082034146],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005897385,0.00018901723,0.00023789423,0.0006793796,0.00020252186,0.00010997176,0.00023403694,0.0001765529,0.000022073516],"category_scores_gemma":[0.00013473377,0.00019983792,0.0001165989,0.0008324044,0.000015405752,0.00008488166,0.000014607268,0.00030313668,0.000071024086],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009467316,0.0000063478687,0.00000998507,0.000052453754,0.000043648495,0.000010875318,0.000016701619,0.9762141,0.0057804165,0.00080998236,0.014632372,0.0024136596],"study_design_scores_gemma":[0.00071892777,0.00011617443,0.00077954633,0.00009572401,0.000037774484,0.000050276394,0.00007956907,0.8914555,0.00017373372,0.0000495865,0.10616305,0.00028016968],"about_ca_topic_score_codex":0.0005284763,"about_ca_topic_score_gemma":0.0011188918,"teacher_disagreement_score":0.98610455,"about_ca_system_score_codex":0.0008839739,"about_ca_system_score_gemma":0.00011996342,"threshold_uncertainty_score":0.81491536},"labels":[],"label_agreement":null},{"id":"W4321230929","doi":"10.1051/e3sconf/202336803010","title":"Summary of the Soil Reinforcement Technical Committee Special Session (IGS TC-R)","year":2023,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"","keywords":"Geosynthetics; Session (web analytics); Reinforcement; Geotechnical engineering; Probabilistic logic; Civil engineering; Engineering; Computer science; Geology; Structural engineering; World Wide Web; Artificial intelligence","score_opus":0.014810064131998172,"score_gpt":0.22015672980358167,"score_spread":0.2053466656715835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321230929","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8311953,0.00019054984,0.0034849553,0.0005345993,0.0018591617,0.00043922273,0.000031698284,0.0010098548,0.16125466],"genre_scores_gemma":[0.99947274,0.00014493146,0.000026746295,0.0000049461737,0.00010172849,0.000009737991,0.000011768613,0.000009800892,0.00021759806],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991763,0.000017131746,0.00030637896,0.000085631276,0.00026973162,0.00014479284],"domain_scores_gemma":[0.99955,0.00008942177,0.00004730296,0.0002322991,0.000049687893,0.000031303083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018040658,0.000100088684,0.00018388165,0.000072172865,0.000032796455,0.000008586468,0.00026175298,0.00010056218,0.00010962757],"category_scores_gemma":[0.00008586307,0.00007217852,0.000074510106,0.0003722997,0.000086889966,0.000041303294,0.000080941856,0.00014576653,0.000008517465],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012359476,0.000029576891,0.0023720367,0.0003038903,0.000032587883,0.0000010603308,0.00015563039,0.926895,0.022126008,0.020597085,0.018286422,0.009188317],"study_design_scores_gemma":[0.0009984047,0.0002305379,0.08739348,0.0010406056,0.000064724096,0.0000030562494,0.00046819143,0.7346912,0.06454123,0.003373254,0.10656458,0.0006307319],"about_ca_topic_score_codex":0.000023543851,"about_ca_topic_score_gemma":0.00004010946,"teacher_disagreement_score":0.19220382,"about_ca_system_score_codex":0.000015533791,"about_ca_system_score_gemma":0.00009389073,"threshold_uncertainty_score":0.29433545},"labels":[],"label_agreement":null},{"id":"W4321231459","doi":"10.1051/e3sconf/202336801002","title":"The role of geosynthetic stiffness in soil reinforcement applications","year":2023,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"","keywords":"Geosynthetics; Stiffness; Reinforcement; Geotechnical engineering; Mechanically stabilized earth; Foundation (evidence); Creep; Materials science; Geotextile; Geogrid; Structural engineering; Composite material; Geology; Engineering","score_opus":0.007940062024598515,"score_gpt":0.2065506292875365,"score_spread":0.198610567262938,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321231459","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9495024,0.000803111,0.004429653,0.0001396761,0.00017130614,0.0004337778,0.000011589474,0.0004549603,0.044053517],"genre_scores_gemma":[0.9996346,0.00023348823,0.00000522235,4.870433e-7,0.0000069244156,0.000068460926,0.00000531144,0.0000050973704,0.000040402865],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995341,0.000006539165,0.00020332682,0.00005258831,0.00010645058,0.00009705394],"domain_scores_gemma":[0.9996806,0.00010871454,0.000023718523,0.00013793573,0.000032856355,0.000016195441],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013524247,0.0000518438,0.00009276556,0.00006341123,0.00001938687,0.000006888669,0.00013527302,0.000034048215,0.000011348336],"category_scores_gemma":[0.00003117041,0.000040303188,0.000020872367,0.00028863913,0.00004340796,0.000019351042,0.000016695556,0.000051752166,0.0000068684412],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000014249001,0.000005107769,0.00018560297,0.00004244374,0.0000063020716,4.9750206e-8,0.00006055186,0.9111651,0.0025749705,0.04202575,0.00000894145,0.043923736],"study_design_scores_gemma":[0.000098948796,0.0000131306915,0.00908441,0.00004567597,0.0000047116077,1.2965091e-7,0.00040243514,0.9671775,0.0045416844,0.0041590766,0.014396621,0.000075645294],"about_ca_topic_score_codex":0.00004915756,"about_ca_topic_score_gemma":0.00006608079,"teacher_disagreement_score":0.05601241,"about_ca_system_score_codex":0.000007263621,"about_ca_system_score_gemma":0.0000492306,"threshold_uncertainty_score":0.16435163},"labels":[],"label_agreement":null},{"id":"W4321351963","doi":"10.1007/s10706-023-02393-w","title":"Numerical Modelling of Axial Behaviour of Single and Grouped Hollow Bar Micropiles in Cohesionless Soils","year":2023,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Pile; Finite element method; Geotechnical engineering; Bar (unit); Displacement (psychology); Structural engineering; Engineering; Hydrogeology; Stress (linguistics); Cylinder stress; Nonlinear system; Geology","score_opus":0.01913737265663764,"score_gpt":0.19075736003934574,"score_spread":0.1716199873827081,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321351963","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9197372,0.00037977865,0.0791732,0.000039330444,0.00005825363,0.00012850412,0.000007568914,0.00045435075,0.00002180035],"genre_scores_gemma":[0.99838614,0.00031505802,0.0012152409,0.0000031865534,0.000020302687,0.000019589703,0.0000109159,0.000024807725,0.0000047562494],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987277,0.000015952539,0.00049757777,0.0002522619,0.00015865696,0.00034787238],"domain_scores_gemma":[0.99947846,0.00019903277,0.000031782325,0.00015207667,0.000027595683,0.000111060355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021988558,0.00020902195,0.00046900628,0.00018995283,0.00002085673,0.000009294449,0.00011893474,0.00031792655,0.0000073220735],"category_scores_gemma":[0.00013643026,0.00019257533,0.00006462295,0.000490608,0.00009010176,0.00006109474,0.00009794884,0.0003102376,0.0000015485875],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000092477185,0.000038313465,0.0005489939,0.00020105284,0.000007278969,0.00000864021,0.000035175846,0.9844398,0.013113759,0.0004833476,0.0000030917001,0.0011113256],"study_design_scores_gemma":[0.00031905677,0.00011719606,0.019514587,0.00011142882,0.000011777933,0.000009214609,0.000016594267,0.9772142,0.0021208734,0.00030385974,0.0000445803,0.00021661542],"about_ca_topic_score_codex":0.000042538264,"about_ca_topic_score_gemma":0.0000012708523,"teacher_disagreement_score":0.078648925,"about_ca_system_score_codex":0.000018044697,"about_ca_system_score_gemma":0.000004528331,"threshold_uncertainty_score":0.78529936},"labels":[],"label_agreement":null},{"id":"W4323051345","doi":"10.1061/jggefk.gteng-11524","title":"Closure to “Full-Scale Field Studies to Evaluate Deep Soil Mixing in Stabilizing Expansive Soils”","year":2023,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Expansive clay; Geotechnical engineering; Closure (psychology); Geology; Soil water; Mixing (physics); Scale (ratio); Soil science; Environmental science; Geography","score_opus":0.009764952909707974,"score_gpt":0.2318927005714778,"score_spread":0.22212774766176982,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323051345","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9925782,0.00080641336,0.005306139,0.00055510015,0.00031659738,0.00020291432,0.0000030991687,0.00021693134,0.000014600416],"genre_scores_gemma":[0.998421,0.0006705298,0.00063323794,0.00007307914,0.00010495314,0.00003080943,0.0000017284507,0.000050929102,0.000013735376],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982549,0.000018260747,0.0006584423,0.00023213605,0.0003626855,0.00047356903],"domain_scores_gemma":[0.99924225,0.00021721219,0.00004448528,0.00018222787,0.000028119426,0.00028569586],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00059937214,0.000272554,0.00046990713,0.0004432553,0.000045967296,0.000028589817,0.0001872565,0.00015678389,0.000010313596],"category_scores_gemma":[0.00034173334,0.00026332174,0.000108614564,0.00063299685,0.000022003,0.00016503931,0.0001781725,0.00050334167,0.000021354068],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021379465,0.000017925528,0.00006918883,0.00010620375,0.000034242556,0.000035035257,0.00054636586,0.97713,0.016801404,0.0000084347375,0.00008814792,0.0051416885],"study_design_scores_gemma":[0.0010842762,0.00091734534,0.024639249,0.0007823705,0.00006652065,0.00013324764,0.0016300122,0.95949924,0.008084427,0.00018294464,0.0021455367,0.00083481555],"about_ca_topic_score_codex":0.0000059243253,"about_ca_topic_score_gemma":0.000017513876,"teacher_disagreement_score":0.02457006,"about_ca_system_score_codex":0.00020813166,"about_ca_system_score_gemma":0.000006385416,"threshold_uncertainty_score":0.9999819},"labels":[],"label_agreement":null},{"id":"W4328104898","doi":"10.1016/j.trgeo.2023.100979","title":"Seismic bearing capacity of shallow foundations subjected to inclined and eccentric loading using modified pseudo-dynamic method","year":2023,"lang":"en","type":"article","venue":"Transportation Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Bearing capacity; Shallow foundation; Geotechnical engineering; Dynamic loading; Structural engineering; Acceleration; Seismic loading; Bearing (navigation); Parametric statistics; Geology; Dynamic load testing; Foundation (evidence); Nonlinear system; Shear (geology); Inertia; Mechanics; Engineering; Physics; Mathematics","score_opus":0.02548711595951415,"score_gpt":0.26768388909674096,"score_spread":0.24219677313722682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4328104898","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52141815,0.000012853078,0.47757915,0.000020206617,0.000059723796,0.00017771735,0.000028722086,0.000694425,0.0000090422955],"genre_scores_gemma":[0.9824807,0.00008306607,0.017195532,0.000007816641,0.000009729233,0.00002360797,0.00013859602,0.00005056932,0.000010399199],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879545,0.000019363717,0.0004628636,0.0002374799,0.00020741146,0.00027745756],"domain_scores_gemma":[0.9994477,0.00009559458,0.000052850093,0.00020526258,0.000095349875,0.000103261766],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032189518,0.00018124169,0.0002549993,0.00046905698,0.00009047053,0.00002030588,0.000112871,0.00017673112,0.0000070422134],"category_scores_gemma":[0.000071119364,0.00021988564,0.00006105105,0.0016642145,0.000022409837,0.00013813945,0.000009404922,0.00021165419,0.0000039136353],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000046999394,0.0000092274995,0.00012275446,0.00017294196,0.000018259716,0.0000010888315,0.00039375894,0.9370328,0.060555544,0.00029071647,0.0000021757185,0.0013960397],"study_design_scores_gemma":[0.00024009026,0.000019623141,0.017010638,0.00006348038,0.000048314676,0.00000198891,0.00006027158,0.97916126,0.002662085,0.00048806175,0.00003496498,0.00020920408],"about_ca_topic_score_codex":0.00014831513,"about_ca_topic_score_gemma":0.00010040589,"teacher_disagreement_score":0.46106252,"about_ca_system_score_codex":0.0000783491,"about_ca_system_score_gemma":0.000020618083,"threshold_uncertainty_score":0.8966676},"labels":[],"label_agreement":null},{"id":"W4360614097","doi":"10.1061/9780784484685.033","title":"Durability Testing of Geogrid in High pH Conditions for Sustainable Alternative MSE Backfill","year":2023,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Solmax (Canada)","funders":"","keywords":"Geogrid; Durability; Ultimate tensile strength; Strength reduction; Materials science; Composite material; Geotechnical engineering; Geosynthetics; Structural engineering; Reinforcement; Engineering; Finite element method","score_opus":0.014573993405154162,"score_gpt":0.23249001004858116,"score_spread":0.217916016643427,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360614097","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9830279,0.0000099214885,0.014087907,0.000056505385,0.00007717365,0.00033199668,0.00003229978,0.0006525403,0.001723803],"genre_scores_gemma":[0.998901,0.000005480604,0.0007051776,0.00000368795,0.000018462766,0.000100610574,0.00004929579,0.00001694292,0.00019934971],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99936014,0.000007816101,0.00021703454,0.00011248065,0.00006937106,0.0002331295],"domain_scores_gemma":[0.9993578,0.0003452233,0.000015555499,0.0001224091,0.00012637103,0.00003264692],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022417522,0.00007930893,0.0001350515,0.00012342665,0.000025776786,0.000008285386,0.000070029266,0.00005115109,0.000022596867],"category_scores_gemma":[0.0007666186,0.000080734775,0.00003105459,0.0006113741,0.000021451193,0.00009249935,0.00002255244,0.000071532515,0.000005743433],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000015745173,0.0000144054975,0.0007272618,0.00023406015,0.0000058304618,0.0000017082995,0.000047423207,0.99056476,0.0010402298,0.0068724393,0.00022803669,0.00026227342],"study_design_scores_gemma":[0.0003279518,0.000035109202,0.027062273,0.000023957133,0.0000044761814,4.196549e-7,0.0002207374,0.9588866,0.0032174282,0.009853814,0.00025429323,0.00011292937],"about_ca_topic_score_codex":0.00033512482,"about_ca_topic_score_gemma":0.000026698975,"teacher_disagreement_score":0.031678148,"about_ca_system_score_codex":0.00006775259,"about_ca_system_score_gemma":0.000010655795,"threshold_uncertainty_score":0.32922685},"labels":[],"label_agreement":null},{"id":"W4360619471","doi":"10.1061/9780784484661.052","title":"Direct Shear Tests of Sand Reinforced with Ferrous Particles","year":2023,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Direct shear test; Shear (geology); Ferrous; Materials science; Composite material; Geotechnical engineering; Geology; Metallurgy","score_opus":0.009803027333721763,"score_gpt":0.19994141970750232,"score_spread":0.19013839237378055,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360619471","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9743396,0.000029763112,0.01019764,0.00002736768,0.00004660108,0.000087313245,0.0000019334543,0.0019652753,0.01330449],"genre_scores_gemma":[0.9993634,0.000017736118,0.00031977845,0.0000028446022,0.000007830742,0.000008114162,0.0000039323277,0.000016467822,0.0002598675],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996186,0.0000029563905,0.000103660146,0.000059451,0.00008718069,0.00012815579],"domain_scores_gemma":[0.99977833,0.000041618026,0.0000063555667,0.0001197489,0.000017300988,0.000036635447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006073337,0.000061458166,0.000093614115,0.00004435251,0.000012259631,0.000006305768,0.0000395935,0.0000337093,0.000017410455],"category_scores_gemma":[0.000036240963,0.000047906375,0.000016342237,0.00035429106,0.000014263072,0.00003728407,0.0000080296895,0.000036761805,0.000023797147],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000023715254,0.0000016681695,0.00009605782,0.00004185158,0.0000075421667,0.0000013242365,0.000054834367,0.9874895,0.01114039,0.00020547898,0.00018198938,0.00077697576],"study_design_scores_gemma":[0.00019498954,0.00006199851,0.00876129,0.00003063247,0.0000073556407,0.0000017331394,0.000026990008,0.93650067,0.053907722,0.000027758888,0.00035841874,0.00012043702],"about_ca_topic_score_codex":0.000017134776,"about_ca_topic_score_gemma":0.0000039502115,"teacher_disagreement_score":0.05098884,"about_ca_system_score_codex":0.000008633971,"about_ca_system_score_gemma":0.0000038121352,"threshold_uncertainty_score":0.19535652},"labels":[],"label_agreement":null},{"id":"W4360619596","doi":"10.1061/9780784484685.046","title":"A Research Update on an Enhanced Lateral Drainage Moisture Management Geosynthetic for Roadways and Civil Structures","year":2023,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Solmax (Canada)","funders":"","keywords":"Drainage; Geotechnical engineering; Moisture; Environmental science; Civil engineering; Geology; Engineering; Materials science; Composite material","score_opus":0.016685175619383034,"score_gpt":0.27475103177910626,"score_spread":0.2580658561597232,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360619596","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94609386,0.000048602753,0.034494437,0.00026281868,0.00024210833,0.0007951886,0.000021284788,0.0022612792,0.015780443],"genre_scores_gemma":[0.99884176,0.000052087064,0.00038437446,0.000017554745,0.000033583296,0.00009631615,0.00003942888,0.00003407703,0.00050083123],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991818,0.000017681818,0.00011249097,0.00020779732,0.00016454465,0.00031570083],"domain_scores_gemma":[0.9996305,0.000051368308,0.0000050457747,0.00021495637,0.000026940663,0.000071179405],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002955829,0.00011226506,0.00010480896,0.00017781349,0.000088632216,0.000056974164,0.00010333184,0.00006682687,0.000023410132],"category_scores_gemma":[0.000020977592,0.00009807266,0.000023029084,0.00027676654,0.000022042139,0.000053335374,0.00003808629,0.00013929664,0.000016638774],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016301723,0.000011930528,0.0000015446773,0.00028309078,0.000025013518,0.000005513668,0.00024349552,0.929871,0.0023693813,0.049145106,0.0009475834,0.017080022],"study_design_scores_gemma":[0.0005585988,0.00018869765,0.005955262,0.000053100306,0.0000121428675,0.0000016837845,0.00025490954,0.9455188,0.0032804417,0.03582015,0.008023976,0.0003322601],"about_ca_topic_score_codex":0.000009050813,"about_ca_topic_score_gemma":0.00004272428,"teacher_disagreement_score":0.05274791,"about_ca_system_score_codex":0.00002931125,"about_ca_system_score_gemma":0.0000018965162,"threshold_uncertainty_score":0.39992872},"labels":[],"label_agreement":null},{"id":"W4360851158","doi":"10.3390/buildings13040853","title":"Effects of Geogrid Reinforcement on the Backfill of Integral Bridge Abutments","year":2023,"lang":"en","type":"article","venue":"Buildings","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Geogrid; Geotechnical engineering; Abutment; Lateral earth pressure; Geosynthetics; Settlement (finance); Reinforcement; Mechanically stabilized earth; Structural engineering; Engineering; Materials science; Geology; Retaining wall","score_opus":0.007809237720620885,"score_gpt":0.19864746568769048,"score_spread":0.1908382279670696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360851158","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99466425,0.000037657814,0.0039509363,0.0000508915,0.00018242665,0.00018418123,0.0000035739188,0.00024885638,0.0006772025],"genre_scores_gemma":[0.99975395,0.00007067798,0.00004403506,0.000015409127,0.000014905263,0.000021035637,0.0000061885066,0.000015885878,0.000057939495],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999462,0.000006263114,0.00017012826,0.000070691356,0.00015342013,0.0001375014],"domain_scores_gemma":[0.9996501,0.00013377205,0.000025522757,0.00014336918,0.000022822702,0.000024363937],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012990888,0.00008563549,0.000118219796,0.00006980103,0.000015498845,0.000004389919,0.00011972065,0.00004384588,0.000010905747],"category_scores_gemma":[0.00011848883,0.00006269607,0.000055272423,0.00028693292,0.000020655585,0.000022529603,0.000027962042,0.00008354544,0.00001807171],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000673695,0.000016623622,0.000083868734,0.00038126446,0.000041103718,0.0000012347846,0.00020513272,0.95441663,0.031306207,0.0069633964,0.0033727114,0.003205064],"study_design_scores_gemma":[0.0008264654,0.00034845737,0.051637165,0.0006646986,0.000048426085,0.0000012705012,0.000043286294,0.47319704,0.46187714,0.00061760313,0.010386711,0.00035174747],"about_ca_topic_score_codex":0.000030949162,"about_ca_topic_score_gemma":3.6778755e-7,"teacher_disagreement_score":0.48121962,"about_ca_system_score_codex":0.000024203438,"about_ca_system_score_gemma":0.0000029453345,"threshold_uncertainty_score":0.25566715},"labels":[],"label_agreement":null},{"id":"W4360980187","doi":"10.1007/s10706-023-02421-9","title":"Improving Tilted Foundations Over Soft Clay Using Micropiles: Numerical Analysis","year":2023,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Settlement (finance); Geotechnical engineering; Hydrogeology; Foundation (evidence); Geology; Engineering; Civil engineering; Computer science; Archaeology; History","score_opus":0.012862098016243204,"score_gpt":0.22123625881558506,"score_spread":0.20837416079934185,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360980187","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47315663,0.00014610813,0.5233129,0.000050640243,0.00012669647,0.00012943846,0.000010988363,0.0030245762,0.00004200833],"genre_scores_gemma":[0.99748147,0.00007474509,0.002151599,0.000027085494,0.000089999136,0.000036668243,0.00006457566,0.000044520413,0.000029347482],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99823916,0.0000182206,0.0004540487,0.00042423684,0.0002228191,0.0006415039],"domain_scores_gemma":[0.999167,0.00022124429,0.000032538355,0.00030507366,0.000040011,0.00023412415],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00021621976,0.0003229936,0.00046380385,0.00041660032,0.00013075345,0.00007210172,0.00019521583,0.0003936778,0.00008428801],"category_scores_gemma":[0.0003251866,0.0002991885,0.00019654633,0.0024246136,0.00007265301,0.00012797474,0.00017254734,0.0005090375,0.000031896954],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028455875,0.000013599055,0.00018762866,0.0000565266,0.00009910832,0.00001146159,0.000013841098,0.9846657,0.0119004985,0.00044480257,0.000025521085,0.0025784823],"study_design_scores_gemma":[0.00018365376,0.000032105083,0.014164534,0.00001611672,0.00015140671,0.000011186883,0.0000071293293,0.98336494,0.00015611608,0.00013449008,0.0013962885,0.00038202672],"about_ca_topic_score_codex":0.00004871409,"about_ca_topic_score_gemma":0.0000020159064,"teacher_disagreement_score":0.52432483,"about_ca_system_score_codex":0.000071299946,"about_ca_system_score_gemma":0.000009861656,"threshold_uncertainty_score":0.999946},"labels":[],"label_agreement":null},{"id":"W4361222610","doi":"10.1061/jggefk.gteng-10889","title":"Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits","year":2023,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geotechnical engineering; Bearing capacity; Foundation (evidence); Isotropy; Shallow foundation; Granular material; Engineering; Shear strength (soil); Soil water; Geology; Physics; Soil science","score_opus":0.005540783641854768,"score_gpt":0.16815618098610036,"score_spread":0.1626153973442456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4361222610","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98334247,0.000094035415,0.016016293,0.000026968675,0.00012104186,0.00014207377,0.000009879616,0.00021052957,0.00003668322],"genre_scores_gemma":[0.99934596,0.00021389173,0.00031430478,0.0000113983,0.000038809078,0.0000044069143,0.0000066077355,0.00004611797,0.000018494242],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984927,0.0000117525915,0.00061831827,0.0001703116,0.0003554741,0.000351449],"domain_scores_gemma":[0.9993427,0.00015656475,0.000112875205,0.00016422625,0.00001967095,0.0002040059],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00036708554,0.0002678021,0.00041926364,0.0002433865,0.000057367684,0.000029802091,0.00014107491,0.0002280365,0.000010278156],"category_scores_gemma":[0.00014501148,0.00025581886,0.000102038124,0.00029835216,0.000065351785,0.00017534733,0.00008853046,0.0004965422,0.0000021149337],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021362122,0.000010846526,0.00004323548,0.00015933336,0.000047101083,0.000009329002,0.000040716783,0.921899,0.07654425,0.00020536575,0.000006848124,0.0010126106],"study_design_scores_gemma":[0.00070350757,0.00027881944,0.012495034,0.0002694475,0.00005517072,0.0000595847,0.000014968282,0.96818066,0.017334258,0.000039292638,0.0002939914,0.00027528923],"about_ca_topic_score_codex":0.000026733665,"about_ca_topic_score_gemma":6.269355e-7,"teacher_disagreement_score":0.059209984,"about_ca_system_score_codex":0.000076590484,"about_ca_system_score_gemma":0.000006806742,"threshold_uncertainty_score":0.9999894},"labels":[],"label_agreement":null},{"id":"W4361280264","doi":"10.1007/s40515-023-00292-4","title":"Behavior of Laterally Loaded Piles Installed in Layered Soils with a Soft Clay Layer","year":2023,"lang":"en","type":"article","venue":"Transportation Infrastructure Geotechnology","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Pile; Geotechnical engineering; Finite element method; Layer (electronics); Parametric statistics; Deformation (meteorology); Materials science; Geology; Full scale; Surface layer; Scale (ratio); Composite material; Structural engineering; Engineering; Mathematics","score_opus":0.005944608319154274,"score_gpt":0.19843247765617858,"score_spread":0.1924878693370243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4361280264","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98402995,0.000027758659,0.013990319,0.00006681177,0.00009704907,0.0002824379,0.000043466884,0.0014045291,0.000057682064],"genre_scores_gemma":[0.9987481,0.000034447487,0.0008895933,0.000008673983,0.000009232541,0.00010705724,0.00014665366,0.000045682034,0.000010548486],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99884737,0.0000097589445,0.00044518505,0.00021592142,0.00016885689,0.00031292567],"domain_scores_gemma":[0.99957114,0.000032521835,0.000056026693,0.00024393974,0.000055358814,0.000040998555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007142955,0.00021008874,0.00031617918,0.00048261244,0.00002290904,0.0000069983307,0.00016889877,0.00042913214,0.00005680344],"category_scores_gemma":[0.000018227907,0.00019686627,0.00004513293,0.0010701506,0.00008459762,0.000096132215,0.0000051245916,0.00036528087,0.0000075614053],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026044054,0.000013593577,0.004058751,0.00011346953,0.000019830395,0.00002672725,0.0005359483,0.9507243,0.041435577,0.0007545862,0.000024640454,0.00226655],"study_design_scores_gemma":[0.0028726177,0.0002590436,0.86210215,0.00014575059,0.00006723872,0.000014896037,0.00039712983,0.09942586,0.029160308,0.0042475793,0.0006104472,0.0006970046],"about_ca_topic_score_codex":0.000036982467,"about_ca_topic_score_gemma":0.00027987245,"teacher_disagreement_score":0.8580434,"about_ca_system_score_codex":0.000034672168,"about_ca_system_score_gemma":0.000024831703,"threshold_uncertainty_score":0.8027973},"labels":[],"label_agreement":null},{"id":"W4366492281","doi":"10.11159/icgre23.134","title":"Analysis of the Load Displacement Behaviour of Bored Pile using Different Soil Constitutive Models for Chittagong Soil","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Pile; Geotechnical engineering; Displacement (psychology); Constitutive equation; Geology; Structural engineering; Engineering; Finite element method; Psychology","score_opus":0.008561013086054378,"score_gpt":0.19774543715514883,"score_spread":0.18918442406909447,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366492281","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99840707,0.000090658155,0.00054013944,0.000014708544,0.00032021877,0.0003140879,0.00017861316,0.000067394234,0.00006713828],"genre_scores_gemma":[0.9997478,0.00005672671,0.00006321706,0.000002455501,0.000012717259,0.000028535414,0.000011636703,0.000029495322,0.00004738467],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99887997,0.000003090423,0.00037576735,0.00019689875,0.00030803616,0.00023621203],"domain_scores_gemma":[0.99958175,0.000059461232,0.00013202871,0.00015405241,0.000021861713,0.00005083755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000095894975,0.00023906841,0.00039293637,0.00018675553,0.0000785949,0.000015326797,0.00023762094,0.00006264712,0.0000047944322],"category_scores_gemma":[0.00002553602,0.00016884563,0.00021047283,0.0004924702,0.00014020037,0.000098517055,0.0001350472,0.0001426409,4.898439e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001386432,0.000011074763,0.0035148337,0.00024535717,0.00024191971,4.965048e-8,0.00013184725,0.9428989,0.05188201,0.0009488127,0.000009160151,0.00010214193],"study_design_scores_gemma":[0.00030522974,0.00002096726,0.026344711,0.00017864801,0.0003737361,7.033359e-7,0.00011828361,0.91448534,0.05791011,0.000092359856,0.0000073520973,0.00016256046],"about_ca_topic_score_codex":0.000020968198,"about_ca_topic_score_gemma":0.00002418231,"teacher_disagreement_score":0.02841359,"about_ca_system_score_codex":0.00011818857,"about_ca_system_score_gemma":0.0000053587255,"threshold_uncertainty_score":0.6885325},"labels":[],"label_agreement":null},{"id":"W4366506638","doi":"10.11159/icgre23.164","title":"Shear Strength and Bearing Capacity of FibreReinforced Sand","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bearing capacity; Geotechnical engineering; Shear strength (soil); Shear (geology); Geology; Materials science; Composite material; Soil science; Soil water","score_opus":0.00583191409130345,"score_gpt":0.17148419652626337,"score_spread":0.1656522824349599,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366506638","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99901277,0.00009043396,0.000019113253,0.00001837512,0.00021126225,0.00012893004,0.000022892455,0.00017505468,0.00032118408],"genre_scores_gemma":[0.99954,0.00014340226,0.0001532451,0.000002986871,0.000019164045,0.000007636119,0.0000037712068,0.00003131827,0.0000985042],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99919736,0.0000014575387,0.00023864597,0.0001615829,0.00018442584,0.00021652016],"domain_scores_gemma":[0.9997314,0.000049370316,0.00004839519,0.000093170434,0.0000067111955,0.00007093431],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007277649,0.0001973764,0.00022889973,0.00013883655,0.000057173354,0.000022726104,0.00013077719,0.00006187887,0.000008896718],"category_scores_gemma":[0.000029140947,0.00016576228,0.00004860692,0.0002292957,0.00009486021,0.00013097646,0.000104354076,0.00018924905,4.9549465e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001201756,0.000005405238,0.002563744,0.0008843827,0.000068138404,3.497852e-7,0.00023232875,0.79458046,0.19753452,0.0024990155,0.0000842132,0.0015354317],"study_design_scores_gemma":[0.00047277389,0.00005619209,0.070917346,0.000380754,0.00003555287,0.0000090801705,0.00012121838,0.7963566,0.1307798,0.00021479424,0.000301188,0.00035467825],"about_ca_topic_score_codex":0.0000069992734,"about_ca_topic_score_gemma":0.0000015964464,"teacher_disagreement_score":0.0683536,"about_ca_system_score_codex":0.000030801068,"about_ca_system_score_gemma":0.0000011934927,"threshold_uncertainty_score":0.675959},"labels":[],"label_agreement":null},{"id":"W4366506741","doi":"10.11159/icgre23.103","title":"Performance of Three-Tiered Geogrid Reinforced Soil Wall with Modular Concrete Facing Block: A Case Study","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geogrid; Modular design; Block (permutation group theory); Geotechnical engineering; Structural engineering; Computer science; Civil engineering; Engineering; Mathematics; Reinforcement; Programming language; Geometry","score_opus":0.004981278147193849,"score_gpt":0.1663340472871977,"score_spread":0.16135276914000385,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366506741","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990569,0.00005052857,0.000010334138,0.000010205915,0.00017418156,0.00036613282,0.000014255506,0.00025328255,0.00006417837],"genre_scores_gemma":[0.99969304,0.000051365234,0.000059393256,0.0000031176232,0.000017930608,0.000031916843,0.0000039022543,0.000053440555,0.000085895554],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988325,0.0000022198735,0.00033155724,0.00023084297,0.00030043634,0.00030241738],"domain_scores_gemma":[0.9996147,0.000036122066,0.00008424022,0.00016855237,0.000015944752,0.000080454745],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011090145,0.0002954977,0.0003237741,0.00017815932,0.000100018005,0.000026598373,0.00019533621,0.000059617774,0.0000053283975],"category_scores_gemma":[0.000013200623,0.00022844473,0.000058438793,0.00036557854,0.000083871746,0.00017087598,0.000107508145,0.0002491127,6.520043e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023295814,0.0000024875687,0.0037151093,0.00034226538,0.00007997403,0.0000080786085,0.00022278607,0.9581185,0.037216604,0.000036017733,0.000007816488,0.00022705726],"study_design_scores_gemma":[0.0005930365,0.0001942097,0.008318015,0.0002490338,0.000052858886,0.00009688911,0.00032684655,0.9718449,0.01801821,0.0000034146146,0.00002126698,0.00028128354],"about_ca_topic_score_codex":0.00003419345,"about_ca_topic_score_gemma":0.000013141227,"teacher_disagreement_score":0.019198395,"about_ca_system_score_codex":0.00005332197,"about_ca_system_score_gemma":0.0000029201376,"threshold_uncertainty_score":0.93157053},"labels":[],"label_agreement":null},{"id":"W4366506750","doi":"10.11159/icgre23.136","title":"Implementing Variations on Geotechnical Measurements into FEM Soil Material Parameters","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Vlaamse regering","keywords":"Geotechnical engineering; Finite element method; Geology; Soil science; Environmental science; Engineering; Structural engineering","score_opus":0.009919903211116016,"score_gpt":0.19866285253649854,"score_spread":0.18874294932538252,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366506750","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997932,0.00001787198,0.000059434125,0.000105042265,0.00080323365,0.0002488592,0.000030426014,0.0004986699,0.00030443177],"genre_scores_gemma":[0.99946314,0.000046587124,0.00023602764,0.00001700226,0.000045474524,0.000045573903,0.0000178871,0.00005738178,0.00007091499],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986173,0.0000039256747,0.00033461273,0.00026313696,0.0003600904,0.0004209679],"domain_scores_gemma":[0.99964595,0.000044339027,0.00006504954,0.00014663326,0.000009471083,0.00008857015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016432536,0.00028303417,0.00023331647,0.00019901655,0.00017057902,0.000066448396,0.0002492846,0.00008348496,0.000024321904],"category_scores_gemma":[0.00004109068,0.00024231245,0.00008328446,0.00032770398,0.000057230904,0.00013239252,0.0001606237,0.00024149362,0.000004356454],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014300708,0.000010135903,0.0004881677,0.00020245097,0.000069075606,4.5681705e-7,0.00007631699,0.8918954,0.103936,0.0019481907,0.0002456292,0.0011138375],"study_design_scores_gemma":[0.00062659325,0.00009130378,0.021007843,0.00034366426,0.000065650485,0.0000063662737,0.00010473758,0.871489,0.103861645,0.00064605934,0.0011396275,0.0006175162],"about_ca_topic_score_codex":0.00000999394,"about_ca_topic_score_gemma":0.0000075608727,"teacher_disagreement_score":0.020519676,"about_ca_system_score_codex":0.00012360775,"about_ca_system_score_gemma":0.0000023188986,"threshold_uncertainty_score":0.9881215},"labels":[],"label_agreement":null},{"id":"W4366769176","doi":"10.1061/jmcee7.mteng-15189","title":"Nondestructive Shear Stiffness Evaluation of EPS-Sand Composites Using Quartz and Calcareous Aggregates","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Composite material; Materials science; Calcareous; Stiffness; Quartz; Shear (geology); Shear strength (soil); Geotechnical engineering; Geology","score_opus":0.0206388108349891,"score_gpt":0.2511376450451624,"score_spread":0.2304988342101733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366769176","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954534,0.00056838506,0.003116412,0.0000066294174,0.00063984,0.000108567634,0.00000993841,0.00008075553,0.000016068134],"genre_scores_gemma":[0.99900043,0.00017416179,0.0007034139,6.075747e-7,0.000078585144,0.0000038589787,0.000003528656,0.00003488026,5.088872e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879086,0.000038497863,0.0005660359,0.000090049085,0.00032637297,0.00018820002],"domain_scores_gemma":[0.9994578,0.00012545992,0.000104924395,0.00009579275,0.00016150247,0.00005455584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010261378,0.00014943391,0.00037089118,0.00039684732,0.000016892367,0.000031871314,0.00008816116,0.00009121845,0.000009594242],"category_scores_gemma":[0.00024898286,0.00014995961,0.00003638946,0.0003638141,0.000020825948,0.00017270129,0.000025487701,0.0001310631,6.5178443e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000068424756,0.000005161336,0.00004397019,0.0001782473,0.00001919088,0.0000053137205,0.00017630162,0.6692252,0.32971662,0.000019608273,0.0000023438706,0.00060120615],"study_design_scores_gemma":[0.0006035939,0.000039378723,0.014322853,0.0005704769,0.000054859058,0.00006866258,0.00006893712,0.89021814,0.09369224,0.00018273832,0.000009809643,0.000168315],"about_ca_topic_score_codex":0.000015873886,"about_ca_topic_score_gemma":0.0000027911215,"teacher_disagreement_score":0.23602438,"about_ca_system_score_codex":0.00011080894,"about_ca_system_score_gemma":0.000022496284,"threshold_uncertainty_score":0.61151755},"labels":[],"label_agreement":null},{"id":"W4366818694","doi":"10.1016/j.apor.2023.103571","title":"State-of-the-art review of composite caisson-pile foundation (CCPF)","year":2023,"lang":"en","type":"article","venue":"Applied Ocean Research","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Caisson; Pile; Foundation (evidence); Engineering; Geotechnical engineering; Pile cap; Structural engineering; Rigidity (electromagnetism); Civil engineering","score_opus":0.032525014385622976,"score_gpt":0.3015788387410284,"score_spread":0.2690538243554054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366818694","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9610102,0.00304128,0.005822441,0.0010208103,0.0004641493,0.0025421125,0.00005193733,0.0013961868,0.02465088],"genre_scores_gemma":[0.9967895,0.0027225658,0.00012670568,0.0000096778585,0.000014896039,0.000020010419,0.00005181785,0.000029399569,0.00023539775],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988477,0.000034208562,0.00027329018,0.0001171993,0.0004867383,0.0002408425],"domain_scores_gemma":[0.9991483,0.00020037111,0.000024463576,0.0004449633,0.00013783421,0.00004404993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009534886,0.00007576075,0.00016653856,0.00011970114,0.00005211976,0.000009137396,0.0003101026,0.0000406451,0.000029698303],"category_scores_gemma":[0.000197852,0.00006510468,0.00004659814,0.0013290632,0.000069706824,0.000028620887,0.0001246142,0.00024731128,0.00011823479],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002688321,0.000090665715,0.0005467245,0.029358879,0.00009383465,0.000002627452,0.00049402285,0.7366574,0.073492885,0.0067892335,0.087868005,0.06457884],"study_design_scores_gemma":[0.0018530214,0.0002618784,0.041010838,0.011961464,0.00008149102,0.0000067556853,0.00021489423,0.49916238,0.19332048,0.01957242,0.2312766,0.0012777706],"about_ca_topic_score_codex":0.000009313872,"about_ca_topic_score_gemma":0.0000022916856,"teacher_disagreement_score":0.23749503,"about_ca_system_score_codex":0.00004533239,"about_ca_system_score_gemma":0.000022850643,"threshold_uncertainty_score":0.26548916},"labels":[],"label_agreement":null},{"id":"W4366963996","doi":"10.1051/e3sconf/202338212001","title":"3-Dimensional Numerical Evaluation of Geosynthetic Encased Stone Columns in Unsaturated Soils","year":2023,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Geotechnical engineering; Suction; Soil water; Stiffness; Boundary (topology); Geology; Materials science; Soil science; Engineering; Mathematics; Composite material; Mechanical engineering","score_opus":0.027467458775743258,"score_gpt":0.25709209922771853,"score_spread":0.22962464045197528,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366963996","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977874,0.0000925291,0.0003684367,0.000039323768,0.00014189245,0.00013457067,0.000010317231,0.00015815224,0.0012673344],"genre_scores_gemma":[0.9998563,0.00002066404,0.000042653417,0.000001446779,0.000007875524,0.000018487111,0.000031691612,0.000008586041,0.000012274914],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990281,0.000051511954,0.00029795812,0.00010464849,0.0003798187,0.00013797589],"domain_scores_gemma":[0.9995214,0.00014137174,0.000038346378,0.00011183245,0.00015479383,0.000032276195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005067888,0.00008655557,0.0002037343,0.00017153734,0.000011208082,0.0000055141754,0.0000831544,0.00008468099,0.00015733916],"category_scores_gemma":[0.00022302664,0.00008510686,0.00003268737,0.0006050896,0.000044224773,0.000041698968,0.000012396483,0.000093978815,0.000010211821],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000048996444,0.000021211103,0.00040571037,0.00004186817,0.000010669986,6.6098175e-7,0.000066197645,0.98371625,0.010704818,0.00053229526,0.00004625722,0.004449156],"study_design_scores_gemma":[0.0003052292,0.00003233318,0.034006923,0.000074469746,0.000014618784,5.6746364e-7,0.000057938825,0.96073323,0.0042156256,0.00039676085,0.000076413875,0.00008588661],"about_ca_topic_score_codex":0.00009849803,"about_ca_topic_score_gemma":0.000052597745,"teacher_disagreement_score":0.033601213,"about_ca_system_score_codex":0.000025463987,"about_ca_system_score_gemma":0.00021469998,"threshold_uncertainty_score":0.3470557},"labels":[],"label_agreement":null},{"id":"W4367154932","doi":"10.36487/acg_repo/2355_52","title":"Large strain shearing behaviour of untreated and polymer treated clayey silt slurry specimens","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"Minerals Research Institute of Western Australia","keywords":"Shearing (physics); Slurry; Silt; Materials science; Geotechnical engineering; Polymer; Composite material; Geology; Geomorphology","score_opus":0.008822332085910352,"score_gpt":0.2037048410182536,"score_spread":0.19488250893234324,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154932","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99590284,0.00021428194,0.00051215314,0.00003216111,0.00011971326,0.00014254538,0.00011906216,0.00090310053,0.0020541633],"genre_scores_gemma":[0.99923646,0.00005635471,0.000031019033,0.0000047829853,0.000039251965,0.000012895697,0.000086285756,0.00005795717,0.0004750164],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989242,0.000020219437,0.00029761557,0.00021056473,0.0001633274,0.00038408872],"domain_scores_gemma":[0.99954015,0.00005204496,0.00002929853,0.00023150266,0.0000308346,0.00011614744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014017087,0.00020126232,0.00025978519,0.00014691768,0.000053178523,0.00002224038,0.000084060885,0.00014343813,0.00008752758],"category_scores_gemma":[0.000025713609,0.00020577661,0.000054646924,0.0005626871,0.000028705992,0.00006568233,0.00005005395,0.00016769099,0.000033495893],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046347588,0.00016296191,0.0378239,0.0007042632,0.00026821523,0.000088329274,0.0027339659,0.61058754,0.33431935,0.0020256585,0.00051694515,0.010722503],"study_design_scores_gemma":[0.0021685832,0.00021390454,0.2793422,0.00028019855,0.00015081713,0.000022072878,0.0008568104,0.6777713,0.037149332,0.00008132847,0.0010903899,0.00087309873],"about_ca_topic_score_codex":0.000047451096,"about_ca_topic_score_gemma":0.00002650569,"teacher_disagreement_score":0.29717,"about_ca_system_score_codex":0.00003068034,"about_ca_system_score_gemma":0.000006879602,"threshold_uncertainty_score":0.83913267},"labels":[],"label_agreement":null},{"id":"W4367171781","doi":"10.18280/mmep.100202","title":"Geotextile Reinforced Strip Footing: Numerical Modeling and Analysis","year":2023,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotextile; Structural engineering; Geotechnical engineering; Geology; Engineering","score_opus":0.020160359446316643,"score_gpt":0.19850842430399637,"score_spread":0.17834806485767973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367171781","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15277866,0.00016598398,0.8449619,0.00002595217,0.000041236926,0.00011503716,0.000003157106,0.001749546,0.00015853532],"genre_scores_gemma":[0.9920512,0.0002053413,0.0075188857,0.0000032910384,0.000028139477,0.000041806863,0.000021853977,0.00006145579,0.00006801347],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987065,0.0000065711333,0.00039576867,0.000266996,0.00019259297,0.00043157244],"domain_scores_gemma":[0.99942434,0.00012765882,0.000016904112,0.00020758368,0.000027443222,0.00019605512],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003096545,0.00025223006,0.00039130443,0.0003146089,0.0000730719,0.00009031878,0.00008778875,0.00015824374,0.000007780402],"category_scores_gemma":[0.00006487429,0.00024758105,0.000082485494,0.00091034855,0.000017404478,0.000098319506,0.00005279776,0.00026301158,0.000014488351],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[8.5198155e-7,0.000003993397,0.0000037364944,0.00046021905,0.00009298489,0.0000014147786,0.00023688533,0.994253,0.0001852711,0.004392605,0.000004748071,0.00036430563],"study_design_scores_gemma":[0.00012309173,0.000016712582,0.000011412828,0.00008599565,0.00010615572,0.0000050477443,0.00002046013,0.9968094,0.000020617776,0.002462791,0.00005306128,0.0002852202],"about_ca_topic_score_codex":0.000007285257,"about_ca_topic_score_gemma":1.3583004e-7,"teacher_disagreement_score":0.83927256,"about_ca_system_score_codex":0.000023309758,"about_ca_system_score_gemma":0.0000043352297,"threshold_uncertainty_score":0.9999976},"labels":[],"label_agreement":null},{"id":"W4368371886","doi":"10.1177/03611981231166002","title":"Evaluation of Crack Development Through a Bituminous Interface Reinforced With Geosynthetic Materials by Using a Novel Approach","year":2023,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Cracking; Materials science; Asphalt; Reinforcement; Dissipation; Structural engineering; Asphalt concrete; Composite material; Displacement (psychology); Geotechnical engineering; Modulus; Engineering","score_opus":0.12969164560035895,"score_gpt":0.3589278482911101,"score_spread":0.22923620269075112,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4368371886","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9357068,0.00013462575,0.06282331,0.00008751901,0.00017709288,0.00087303494,0.000047989233,0.000080219215,0.00006940792],"genre_scores_gemma":[0.99569243,0.00018210991,0.0038199408,0.0000021689225,0.00003210224,0.000085228414,0.000042366653,0.00006745504,0.00007620188],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9932474,0.00040554148,0.0012095086,0.00025323904,0.004275671,0.0006086728],"domain_scores_gemma":[0.9958142,0.00029363166,0.00023589456,0.00033144286,0.003179032,0.00014576972],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006665086,0.00022283616,0.0004049977,0.0006188041,0.00022624318,0.00006450447,0.00053889013,0.00017060632,0.00007965645],"category_scores_gemma":[0.00017329672,0.00016786144,0.0001153972,0.002317773,0.00025539336,0.00040524895,0.000006025341,0.0008294038,0.0000060979346],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019605164,0.00006956606,0.00032816213,0.0004503427,0.00014522113,0.0000028609945,0.002735572,0.8797452,0.114018165,0.00012909759,0.0002226747,0.001957086],"study_design_scores_gemma":[0.007125128,0.0011445361,0.12987573,0.002808036,0.0005154329,0.0000052719847,0.005854634,0.52579886,0.3206108,0.0009861958,0.0042060534,0.0010693354],"about_ca_topic_score_codex":0.0011190072,"about_ca_topic_score_gemma":0.00067544,"teacher_disagreement_score":0.35394636,"about_ca_system_score_codex":0.00034766478,"about_ca_system_score_gemma":0.0004912156,"threshold_uncertainty_score":0.68451905},"labels":[],"label_agreement":null},{"id":"W4372259969","doi":"10.1016/j.conbuildmat.2023.131612","title":"Effect of particle size on the dynamic properties of tire derived aggregates (TDA)","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Shear modulus; Composite material; Natural rubber; Particle size; Modulus; Aggregate modulus; Consolidation (business); Damping ratio; Dynamic modulus; Dynamic mechanical analysis; Physics; Chemistry","score_opus":0.006884368064705921,"score_gpt":0.19994524738455696,"score_spread":0.19306087931985105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4372259969","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99922186,0.00005481524,0.00008002924,0.00006701129,0.00024541284,0.00010992353,0.000005112601,0.00020213991,0.0000137063535],"genre_scores_gemma":[0.9998494,0.00007194536,0.00003455599,0.0000018290717,0.000009453236,0.000014020457,0.0000010847291,0.000010061356,0.000007685857],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995873,0.000036697533,0.00015458796,0.00006326756,0.00007564898,0.000082500126],"domain_scores_gemma":[0.9997285,0.00011952867,0.000030183366,0.00008498856,0.000021839262,0.000014962381],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026638366,0.00007017476,0.00013959283,0.000025425039,0.00003277685,0.000015132558,0.000038338534,0.00004163403,0.000015602742],"category_scores_gemma":[0.00027614637,0.000045714667,0.000018027533,0.00011961035,0.0000829883,0.00002747773,0.00001428228,0.000029063269,0.0000021339683],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014947961,0.0000014930049,0.000044463755,0.00025072746,0.00001036603,1.1825346e-7,0.000044992554,0.009879416,0.98068607,0.0005408855,0.000004132958,0.008522364],"study_design_scores_gemma":[0.00012757645,0.00004769145,0.0005343912,0.00014174529,0.000009636021,0.0000024166163,0.000034163568,0.020931272,0.9780567,0.0000483788,0.000018245213,0.000047746205],"about_ca_topic_score_codex":0.0000037570449,"about_ca_topic_score_gemma":2.1177337e-7,"teacher_disagreement_score":0.011051856,"about_ca_system_score_codex":0.000008176626,"about_ca_system_score_gemma":0.000002433396,"threshold_uncertainty_score":0.186419},"labels":[],"label_agreement":null},{"id":"W4372287948","doi":"10.1007/s10064-023-03226-z","title":"Mechanical characterization of marl soil treated by cement and lignosulfonate under freeze–thaw cycles: experimental studies and machine-learning modeling","year":2023,"lang":"en","type":"article","venue":"Bulletin of Engineering Geology and the Environment","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Compressive strength; Marl; Calcium silicate hydrate; Portland cement; Materials science; Aluminate; Curing (chemistry); Expansive clay; Compaction; Cement; Calcium silicate; Porosity; Water content; Composite material; Geotechnical engineering; Mineralogy; Geology; Soil science; Soil water","score_opus":0.009065745212358521,"score_gpt":0.17925120865135757,"score_spread":0.17018546343899904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4372287948","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9835306,0.0035447942,0.012382308,0.00021950647,0.00004784907,0.00013970461,0.0000070356327,0.00011741108,0.000010786802],"genre_scores_gemma":[0.9940075,0.0057475865,0.00010310794,0.0000073739634,0.000008481755,0.000030421616,0.000026278078,0.000022977923,0.000046262936],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99932027,0.000029565259,0.0002497148,0.00015741085,0.00008758195,0.00015546431],"domain_scores_gemma":[0.999719,0.00011150421,0.000034071716,0.00009216393,0.0000059383146,0.00003727047],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023726304,0.00015801055,0.0002633425,0.000053638618,0.000043724238,0.000004715865,0.000046528723,0.00009031038,0.0000143835805],"category_scores_gemma":[0.000027539254,0.00013148169,0.000024934836,0.000044523436,0.000107196625,0.000014292884,0.000105490515,0.00012522613,0.0000016367334],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019641984,0.000013295858,0.00015074307,0.00011918925,0.00009829451,7.3344677e-7,0.00025390045,0.9308122,0.06747254,0.00085172313,0.000008111072,0.00019963963],"study_design_scores_gemma":[0.001047178,0.00009391631,0.0018365956,0.00006194103,0.00004197675,0.00000488794,0.00021183385,0.9831581,0.0129189165,0.00010057594,0.00034916235,0.0001749276],"about_ca_topic_score_codex":0.000036100813,"about_ca_topic_score_gemma":4.596587e-7,"teacher_disagreement_score":0.054553624,"about_ca_system_score_codex":0.000014201873,"about_ca_system_score_gemma":8.7285355e-7,"threshold_uncertainty_score":0.5361668},"labels":[],"label_agreement":null},{"id":"W4372353071","doi":"10.18280/ijdne.180213","title":"Effects of Domestic Sewage Sludge on Gypseous Soil's Geotechnical Properties","year":2023,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Sewage sludge; Geology; Environmental science; Sewage; Engineering; Environmental engineering","score_opus":0.006490014227521473,"score_gpt":0.214665667970745,"score_spread":0.20817565374322353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4372353071","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92545587,0.00098621,0.071548,0.00022771454,0.0013597389,0.00013834944,0.0000072811195,0.00018444782,0.0000923691],"genre_scores_gemma":[0.9985802,0.0009282132,0.00030674835,0.000029500505,0.00010145661,0.0000031236573,0.00000386988,0.00002273714,0.000024129433],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991579,0.000021014239,0.00030840334,0.0000809973,0.0003043824,0.00012727593],"domain_scores_gemma":[0.99938226,0.00027167427,0.000076059965,0.00006946156,0.00014398446,0.000056591132],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023670502,0.00012053904,0.00019386508,0.00029247996,0.000017986142,0.000025167674,0.00020990329,0.00021202344,0.0000018040679],"category_scores_gemma":[0.00034238023,0.00009864166,0.00007446969,0.00017974728,0.000029865596,0.00008944887,0.00002706549,0.0004973704,0.0000035830128],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005291361,0.00003219624,0.000011571555,0.00010475634,0.00009435717,0.000102532664,0.000066004584,0.98173934,0.013737923,0.00050145894,0.00019700971,0.0033599315],"study_design_scores_gemma":[0.00061730243,0.00028271697,0.0023730965,0.00036933357,0.00004227212,0.00016913052,0.000016164413,0.98741794,0.0065581235,0.001643506,0.00033797132,0.00017246252],"about_ca_topic_score_codex":0.0000012819321,"about_ca_topic_score_gemma":7.8153226e-7,"teacher_disagreement_score":0.07312433,"about_ca_system_score_codex":0.000060570892,"about_ca_system_score_gemma":0.000019810748,"threshold_uncertainty_score":0.40224904},"labels":[],"label_agreement":null},{"id":"W4376604023","doi":"10.1139/cgj-2022-0279","title":"A thermal elastic visco-plastic model for soft clayey soils","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Southern Marine Science and Engineering Guangdong Laboratory (Guangzhou); Natural Science Foundation of Guangdong Province; Government of Jiangxi Province; National Natural Science Foundation of China; Hong Kong Polytechnic University; Research Grants Council, University Grants Committee; Science, Technology and Innovation Commission of Shenzhen Municipality; Impact Fund","keywords":"Geotechnical engineering; Constitutive equation; Creep; Soil water; Nonlinear system; Rheology; Clay soil; Plasticity; Materials science; Anisotropy; Thermal; Stress (linguistics); Mechanics; Geology; Structural engineering; Thermodynamics; Engineering; Soil science; Composite material; Finite element method; Physics","score_opus":0.014615253564130463,"score_gpt":0.21118036817090796,"score_spread":0.1965651146067775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376604023","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.049105536,0.00011925583,0.9478342,0.000462275,0.0007674315,0.00025005898,0.00007408296,0.001191216,0.00019592591],"genre_scores_gemma":[0.99891007,0.00004012428,0.0004226248,0.000078752484,0.0002554308,0.000052462034,0.000023588365,0.00008776031,0.0001292101],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983383,0.0000130144745,0.0003825073,0.00019183083,0.00020957808,0.00086477137],"domain_scores_gemma":[0.9986048,0.00021987683,0.000029557683,0.00021574683,0.00008581095,0.0008442354],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034924818,0.00022361307,0.00023986324,0.0003954367,0.00022196681,0.0001020467,0.0003147886,0.00030753092,0.000041741085],"category_scores_gemma":[0.0005741939,0.00022382986,0.00016215425,0.00046632433,0.000046658824,0.00011965691,0.000019176676,0.00065204117,0.00010397468],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004640638,0.0000042819374,0.000003483066,0.00003415889,0.000020556823,0.00002270538,0.000029656381,0.99064016,0.0008354596,0.0003733697,0.0041926834,0.0038388337],"study_design_scores_gemma":[0.0002895151,0.000047321384,0.00032025957,0.000051776744,0.000026445658,0.000042257623,0.000010071963,0.9934683,0.000024116407,0.0013136033,0.0041351076,0.00027121406],"about_ca_topic_score_codex":0.00013981471,"about_ca_topic_score_gemma":0.0007313009,"teacher_disagreement_score":0.9498045,"about_ca_system_score_codex":0.00032112424,"about_ca_system_score_gemma":0.00027253543,"threshold_uncertainty_score":0.91275173},"labels":[],"label_agreement":null},{"id":"W4377087208","doi":"10.1139/cgj-2022-0500","title":"An experimental investigation into soil–structure interactions of integral bridge abutments due to cyclic translations","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Settlement (finance); Structural engineering; Geotechnical engineering; Abutment; Amplitude; Translation (biology); Engineering; Failure mode and effects analysis; Geology; Physics; Computer science","score_opus":0.013633844825102595,"score_gpt":0.24890074100837106,"score_spread":0.23526689618326846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4377087208","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9758754,0.000042675,0.022375675,0.0005557167,0.0004892598,0.00017188693,0.000059526323,0.0003808715,0.00004898728],"genre_scores_gemma":[0.99899495,0.000007588742,0.0006451943,0.000073019575,0.00012125121,0.000017476967,0.00008711779,0.00004093595,0.00001246369],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988551,0.000031813313,0.00040723028,0.00016244242,0.00019577745,0.00034764528],"domain_scores_gemma":[0.99879766,0.00002988434,0.00003334752,0.00022487451,0.00007026601,0.000843977],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014446571,0.0001685712,0.00019748908,0.0006141394,0.00015858278,0.000059298185,0.00025102255,0.00016306556,0.00008857273],"category_scores_gemma":[0.00007629155,0.00017943357,0.00008648259,0.0008343643,0.000050131675,0.00024599495,0.000011496641,0.0005309349,0.000025581661],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028128086,0.0000093224,0.00006251818,0.00001132411,0.000016747777,0.00001697345,0.0007200057,0.92175555,0.072573386,0.00018590495,0.0009097169,0.003735706],"study_design_scores_gemma":[0.0005571603,0.0002803751,0.043073278,0.00020618101,0.000043397304,0.00034998142,0.0004887706,0.9159428,0.0295326,0.0036216355,0.005226388,0.00067742495],"about_ca_topic_score_codex":0.0034049423,"about_ca_topic_score_gemma":0.009750485,"teacher_disagreement_score":0.043040786,"about_ca_system_score_codex":0.00038376433,"about_ca_system_score_gemma":0.00011519608,"threshold_uncertainty_score":0.7317089},"labels":[],"label_agreement":null},{"id":"W4378216112","doi":"10.1201/9781003416753-91","title":"Behavior of reinforced sand: Effect of triaxial compression testing factors","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geology; Triaxial shear test; Compression (physics); Structural engineering; Materials science; Engineering; Composite material; Petrology","score_opus":0.024107079934231414,"score_gpt":0.224136643608942,"score_spread":0.2000295636747106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378216112","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21092372,0.00028295114,0.020310972,0.0000041311337,0.0029186495,0.0028067008,0.00026425612,0.006731876,0.75575674],"genre_scores_gemma":[0.95779467,0.000031973086,0.00013486022,4.4306069e-7,0.00005148952,0.000015748841,0.00012904244,0.00014806086,0.04169369],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990217,0.0000059812965,0.00048345554,0.00013111795,0.00022813608,0.0001296241],"domain_scores_gemma":[0.999124,0.00045017252,0.00009429578,0.00023164478,0.000050098122,0.000049809616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012835681,0.00025786375,0.00055281975,0.00016364404,0.00001426919,0.0000045702777,0.000115597795,0.00038029836,0.000064483815],"category_scores_gemma":[0.00017222475,0.00021110564,0.00015264377,0.00006540925,0.000028088483,0.000026364403,0.00003955386,0.0002455677,0.000008415626],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026612803,0.000004130534,0.00009451177,0.0018409198,0.0000723504,0.0000035350608,0.000045470744,0.9572426,0.030332182,0.002248067,0.00019762042,0.007891982],"study_design_scores_gemma":[0.0026444432,0.0015431587,0.001416543,0.0041415314,0.0007586225,0.0000046730897,0.0000080383015,0.81561816,0.17026055,0.00026068292,0.001666842,0.0016767647],"about_ca_topic_score_codex":0.00002592077,"about_ca_topic_score_gemma":9.419259e-7,"teacher_disagreement_score":0.746871,"about_ca_system_score_codex":0.000027545571,"about_ca_system_score_gemma":0.0000079112315,"threshold_uncertainty_score":0.8608638},"labels":[],"label_agreement":null},{"id":"W4378216187","doi":"10.1201/9781003416753-23","title":"Design considerations of earth reinforced structures using inextensible reinforcements in heavy load surcharge support capacity","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Reinforcement; Reinforced concrete; Structural engineering; Geotechnical engineering; Earth (classical element); Geology; Materials science; Engineering; Mathematics","score_opus":0.06497388658582272,"score_gpt":0.23387272576675702,"score_spread":0.1688988391809343,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378216187","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008851847,0.00017076534,0.6029651,0.00004202564,0.0018230883,0.003089892,0.00023890319,0.003547472,0.37927088],"genre_scores_gemma":[0.8594529,0.00028119737,0.01024203,0.00006170363,0.00009802132,0.000027452978,0.00024012955,0.0003510609,0.12924549],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983694,0.000009916994,0.0007468376,0.00022477121,0.0003585008,0.0002906038],"domain_scores_gemma":[0.99918133,0.00012360445,0.00008524934,0.00035460532,0.00017362289,0.00008160131],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00028213306,0.00033687497,0.00050785905,0.0003331692,0.000040150644,0.000025003237,0.000088516244,0.0004224503,0.0005152742],"category_scores_gemma":[0.00013940579,0.00035977215,0.00009274711,0.00011054223,0.000054677927,0.0001103185,0.00004104925,0.000390461,0.000026739546],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000503452,0.0000011667863,0.0000013139334,0.00015854793,0.00003920659,0.0000068577965,0.00008609572,0.9342116,0.001871038,0.0634033,0.00018509835,0.000030706902],"study_design_scores_gemma":[0.0004921746,0.000078350036,0.000036933783,0.00025623722,0.000045533685,0.000014441273,0.000010278338,0.9805653,0.00778801,0.009353144,0.0007283438,0.0006312689],"about_ca_topic_score_codex":0.00017106715,"about_ca_topic_score_gemma":0.00009733218,"teacher_disagreement_score":0.8506011,"about_ca_system_score_codex":0.00011258638,"about_ca_system_score_gemma":0.0001366361,"threshold_uncertainty_score":0.99988544},"labels":[],"label_agreement":null},{"id":"W4378216521","doi":"10.1201/9781003416753-20","title":"Multiple applications of Reinforced Earth technologies for industrial mining structures – Georgia Pacific Mining design/build project","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Engineering; Construction engineering; Mining engineering; Civil engineering","score_opus":0.043270421415515216,"score_gpt":0.22896264782677136,"score_spread":0.18569222641125616,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378216521","genre_codex":"methods","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0003123813,0.00025078704,0.94626725,0.000032178003,0.0005388636,0.004645523,0.00030597876,0.009371621,0.038275447],"genre_scores_gemma":[0.39565378,0.0006943686,0.1720067,0.0000086175005,0.0007971026,0.0040488136,0.0017957252,0.0013896005,0.4236053],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986192,0.0000045240745,0.000560119,0.00031664578,0.00020265105,0.0002968754],"domain_scores_gemma":[0.99880576,0.00049002375,0.00012510932,0.00044582767,0.00009969334,0.00003357304],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00018013158,0.00037264268,0.00047702837,0.00046365833,0.00007147182,0.00003155481,0.0002709587,0.0009952602,0.0000119973565],"category_scores_gemma":[0.00030159956,0.00036607898,0.00014888743,0.0001855721,0.00007434613,0.000054175827,0.00006500803,0.00034112815,0.0000042016914],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024413379,0.000002689045,0.0000032942667,0.00044853296,0.00015858588,9.074025e-7,0.00016950494,0.9280205,0.0009493949,0.032648213,0.0015527455,0.036021244],"study_design_scores_gemma":[0.0014862812,0.00032262615,0.0000069091157,0.00061270077,0.0002211899,0.0000067646947,0.0010695811,0.85568506,0.010987294,0.0041699875,0.12381984,0.0016117494],"about_ca_topic_score_codex":0.00000750311,"about_ca_topic_score_gemma":0.0000069872117,"teacher_disagreement_score":0.7742605,"about_ca_system_score_codex":0.000054255615,"about_ca_system_score_gemma":0.00007579532,"threshold_uncertainty_score":0.9998791},"labels":[],"label_agreement":null},{"id":"W4378439161","doi":"10.1520/gtj20230361","title":"Closure to “Second Discussion of ‘Determining Soil Plasticity Utilizing Manafi Method and Apparatus’ by M. S. G. Manafi, A. Deng, A. Taheri, M. B. Jaksa, and H. B. Nagaraj”","year":2023,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Closure (psychology); Geotechnical engineering; Plasticity; Geology; Materials science; Composite material; Political science","score_opus":0.017850701452453665,"score_gpt":0.25056012734745037,"score_spread":0.2327094258949967,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378439161","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7855474,0.00040500413,0.21222153,0.00018457523,0.00019856305,0.00020652832,0.000024263149,0.0008751584,0.00033699078],"genre_scores_gemma":[0.9870804,0.000117993426,0.012515158,0.000026837244,0.00008954489,0.0000142662075,0.000005247716,0.00006698991,0.00008355787],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980356,0.00006880475,0.0006716258,0.00034613698,0.00033243193,0.0005453636],"domain_scores_gemma":[0.9986633,0.0005721788,0.00011221329,0.00019142915,0.00007730022,0.00038355697],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0010129391,0.0003006521,0.0004648696,0.0002526297,0.00021884136,0.000102469356,0.0002130536,0.00028072257,0.000017881153],"category_scores_gemma":[0.0014570933,0.0002468841,0.00007161719,0.00076449075,0.00008775166,0.00015403035,0.00020347633,0.00083997176,0.000005328102],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020945343,0.00003201977,0.0011553105,0.0004813974,0.000060387847,0.000058687838,0.00026654158,0.8279256,0.067467526,0.00007854239,0.0030037416,0.09944928],"study_design_scores_gemma":[0.00060771685,0.0002715444,0.013354586,0.00075219804,0.00006213105,0.00033742224,0.00014446206,0.97673273,0.002543573,0.00097338745,0.003652764,0.00056747126],"about_ca_topic_score_codex":0.000006451972,"about_ca_topic_score_gemma":0.000004694406,"teacher_disagreement_score":0.20153302,"about_ca_system_score_codex":0.000049855113,"about_ca_system_score_gemma":0.000019707708,"threshold_uncertainty_score":0.99999833},"labels":[],"label_agreement":null},{"id":"W4378528550","doi":"10.1016/j.compgeo.2023.105550","title":"Bearing capacity of shallow strip foundations on reinforced soil subjected to combined loading using upper bound theorem of finite element limit analysis and second-order cone programming","year":2023,"lang":"en","type":"article","venue":"Computers and Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Bearing capacity; Limit analysis; Finite element method; Geotechnical engineering; Geogrid; Structural engineering; Eccentricity (behavior); Shallow foundation; Bearing (navigation); Upper and lower bounds; Reinforcement; Engineering; Geology; Materials science; Mathematics; Physics; Mathematical analysis","score_opus":0.017609462327843765,"score_gpt":0.22380482824662176,"score_spread":0.206195365918778,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378528550","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6740808,0.000015527403,0.32543495,0.000016025571,0.00005058555,0.00017221928,0.000010845548,0.00020268797,0.000016381777],"genre_scores_gemma":[0.9955071,0.000034852037,0.0043512536,0.000011279431,0.000009749779,0.00000963762,0.00004356871,0.000021220918,0.000011297552],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990301,0.000014743138,0.00036748106,0.00020009815,0.0001529087,0.00023464244],"domain_scores_gemma":[0.9993677,0.00016364393,0.00006586864,0.00022151784,0.0000981278,0.000083101324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026950697,0.00016355648,0.00033036628,0.00047307846,0.00008944954,0.00004826568,0.00009314273,0.00010775795,0.0000048709953],"category_scores_gemma":[0.00008377757,0.00017541624,0.00006728183,0.0014647865,0.000052745876,0.00006547023,0.00008881029,0.0001516463,4.5944486e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000819001,0.000010759886,0.00020054217,0.00016181423,0.00015020595,6.2800393e-7,0.00027983493,0.9880842,0.0064074304,0.001035254,0.0000037509403,0.0036573745],"study_design_scores_gemma":[0.00029232618,0.00013110628,0.0034089512,0.00010916065,0.00009577376,7.525247e-7,0.000057968457,0.99308944,0.0024282932,0.00011157319,0.00010084822,0.00017383636],"about_ca_topic_score_codex":0.00005406315,"about_ca_topic_score_gemma":0.00003511448,"teacher_disagreement_score":0.32142636,"about_ca_system_score_codex":0.00004287173,"about_ca_system_score_gemma":0.00001165151,"threshold_uncertainty_score":0.7153266},"labels":[],"label_agreement":null},{"id":"W4379617220","doi":"10.1139/cgj-2022-0348","title":"Accounting for the microstructure for the prediction of unsaturated shear strength of remolded fine-grained soils","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Microstructure; Soil water; Effective stress; Shear strength (soil); Mercury intrusion porosimetry; Materials science; Shear (geology); Macropore; Geology; Composite material; Porosity; Soil science; Porous medium","score_opus":0.011028816543945606,"score_gpt":0.2048255621500648,"score_spread":0.1937967456061192,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379617220","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33239272,0.002397963,0.6442856,0.008867729,0.0040780837,0.003908525,0.002767708,0.0012285057,0.00007313852],"genre_scores_gemma":[0.9991417,0.0001000067,0.0003926304,0.000023784416,0.00020063328,0.000033372038,0.000040706425,0.000036942365,0.00003022769],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989349,0.000012544124,0.00043505518,0.00010564478,0.00015052097,0.00036132766],"domain_scores_gemma":[0.99876213,0.0005799435,0.000084329506,0.00023703667,0.00020998278,0.00012656764],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005564425,0.00013274007,0.00019316388,0.00015356706,0.00022290194,0.00003781062,0.00032139692,0.00021519164,0.000011040401],"category_scores_gemma":[0.0008293441,0.00008716185,0.00016891505,0.000563315,0.00007367293,0.000054377288,0.000013639267,0.0003988755,5.339212e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012700931,0.0000024136873,0.000011067276,0.00007559001,0.00006134644,7.113249e-7,0.000052229087,0.977588,0.008219663,0.00024772433,0.0052775927,0.008450956],"study_design_scores_gemma":[0.00039157004,0.000053963697,0.0037291867,0.000068906935,0.00006403914,0.000022353206,0.00008899645,0.9801273,0.0010991229,0.00049809454,0.013764997,0.000091470654],"about_ca_topic_score_codex":0.00049576693,"about_ca_topic_score_gemma":0.0006992939,"teacher_disagreement_score":0.666749,"about_ca_system_score_codex":0.00009737037,"about_ca_system_score_gemma":0.00013606387,"threshold_uncertainty_score":0.3554357},"labels":[],"label_agreement":null},{"id":"W4380841586","doi":"10.1016/j.compgeo.2023.105574","title":"PFC/FLAC 3D coupled numerical modeling of shallow foundations seated on reinforced granular fill overlying clay with square void","year":2023,"lang":"en","type":"article","venue":"Computers and Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":81,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geogrid; Geotechnical engineering; Bearing capacity; Void (composites); Stiffness; Shallow foundation; Finite element method; Void ratio; Geology; Materials science; Structural engineering; Engineering; Reinforcement; Composite material","score_opus":0.013072701369320964,"score_gpt":0.2100901859994433,"score_spread":0.19701748463012234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380841586","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20750302,0.000047089095,0.79087716,0.000050029284,0.00010751521,0.00019772579,0.000008769068,0.0011204581,0.000088221575],"genre_scores_gemma":[0.99777186,0.000115863186,0.0018823892,0.000021472457,0.000021911326,0.000016042382,0.00010886173,0.00004332452,0.000018260069],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99902856,0.000009805709,0.00027202378,0.0002155809,0.00021302792,0.0002609824],"domain_scores_gemma":[0.999458,0.00007873475,0.000033442022,0.00026947074,0.00007451222,0.00008583338],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012991304,0.00019631536,0.0002559519,0.00017079098,0.000098564255,0.00003574527,0.000121303696,0.0001511496,0.0000046034993],"category_scores_gemma":[0.000024670328,0.00018466623,0.00005487426,0.0006374404,0.000028792816,0.000083868814,0.00004500972,0.00024302969,0.000005480667],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011112381,0.00000679096,0.000010962368,0.00011766615,0.000018516266,0.000004358297,0.00008465991,0.99675924,0.00037333003,0.00053604716,0.00003961564,0.0020376868],"study_design_scores_gemma":[0.00036307433,0.00014412639,0.00014292651,0.00016879874,0.000017765838,0.0000043592154,0.000025959867,0.99848557,0.000070084505,0.00006234998,0.0002934516,0.00022154198],"about_ca_topic_score_codex":0.000030107669,"about_ca_topic_score_gemma":0.0000030530623,"teacher_disagreement_score":0.79026884,"about_ca_system_score_codex":0.00004116014,"about_ca_system_score_gemma":0.000016453554,"threshold_uncertainty_score":0.75304705},"labels":[],"label_agreement":null},{"id":"W4381190646","doi":"10.1680/jgein.22.00385","title":"Bearing capacity of footings on geosynthetic-reinforced soils under combined loading","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Embedment; Geosynthetics; Bearing capacity; Geotechnical engineering; Limit analysis; Reinforcement; Eccentricity (behavior); Ultimate tensile strength; Structural engineering; Finite element method; Bearing (navigation); Ultimate load; Geology; Foundation (evidence); Materials science; Engineering; Composite material; Computer science","score_opus":0.018639306781540153,"score_gpt":0.21935352212140596,"score_spread":0.2007142153398658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381190646","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96647954,0.0000055842925,0.021436967,0.00021881975,0.0011039568,0.000115794086,0.00003576991,0.00096951396,0.009634078],"genre_scores_gemma":[0.99933064,0.000026013675,0.00019134655,0.000019617331,0.000057172292,0.000012684121,0.000035386885,0.000041781906,0.0002853533],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99883014,0.00001091977,0.00034206893,0.00016992232,0.0003777802,0.00026919448],"domain_scores_gemma":[0.999402,0.00015575934,0.000050784714,0.00023332836,0.0000923444,0.00006579616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025375283,0.00016546246,0.0001783482,0.00026721237,0.000049213566,0.000030551208,0.00027092468,0.00011751315,0.000087329274],"category_scores_gemma":[0.00024525815,0.00017877131,0.00009702798,0.00026096404,0.000052006482,0.000064638574,0.000062643245,0.0002113653,0.0001089496],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000069328353,0.000011696818,0.000027319711,0.000035449597,0.00003456377,0.0000010298108,0.000128314,0.95707583,0.011185449,0.030128911,0.000086457854,0.0012780424],"study_design_scores_gemma":[0.00026483453,0.000045109555,0.0011418276,0.000119484605,0.000010307873,0.000002930228,0.000057959613,0.9700934,0.025406888,0.001762088,0.00089556235,0.00019957319],"about_ca_topic_score_codex":0.000019694828,"about_ca_topic_score_gemma":0.0000037820726,"teacher_disagreement_score":0.03285113,"about_ca_system_score_codex":0.00009047824,"about_ca_system_score_gemma":0.000008641958,"threshold_uncertainty_score":0.72900826},"labels":[],"label_agreement":null},{"id":"W4381251678","doi":"10.3390/su15129738","title":"A Systematic Review of Machine Learning Techniques and Applications in Soil Improvement Using Green Materials","year":2023,"lang":"en","type":"review","venue":"Sustainability","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Geotextile; Scopus; Machine learning; Economic shortage; Strengths and weaknesses; Systematic review; Computer science; Engineering; Bearing capacity; Geotechnical engineering; Artificial intelligence; Civil engineering","score_opus":0.014318068445287031,"score_gpt":0.2907409931739366,"score_spread":0.27642292472864954,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381251678","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000040837105,0.99390525,0.001107717,0.0000036123956,0.000018280049,0.004440193,0.00003570059,0.00044040894,0.000008011622],"genre_scores_gemma":[0.00016317039,0.99809504,0.000047946283,9.2750105e-7,0.000017387438,0.0015083695,0.00007560102,0.000066762645,0.000024820229],"study_design_codex":"systematic_review","study_design_gemma":"systematic_review","domain_scores_codex":[0.9979664,0.000151941,0.0012560621,0.00026159748,0.00014019273,0.00022380012],"domain_scores_gemma":[0.99900496,0.00017445859,0.00020779562,0.00042154617,0.0001469238,0.00004429678],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0013174794,0.00030322614,0.0019250696,0.00020975192,0.000029353016,0.000014375244,0.00015707912,0.00020594201,0.000003226799],"category_scores_gemma":[0.00068461185,0.00025719832,0.00013586046,0.0006478788,0.00003812079,0.00004239093,0.00010745144,0.00027109293,6.11361e-7],"study_design_candidate":"systematic_review","study_design_consensus":"systematic_review","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[1.8612897e-7,0.0000100694215,7.3150625e-7,0.98240924,0.000029224964,0.0000013015201,0.000014597414,0.0006384902,0.0000018253209,0.00007605124,2.0629491e-7,0.0168181],"study_design_scores_gemma":[0.00007369908,0.000050197996,0.0000011772464,0.98231536,0.001002808,0.00001043676,0.00005662524,0.0041387053,0.000033424338,0.000672656,0.011066956,0.0005779481],"about_ca_topic_score_codex":0.00031719665,"about_ca_topic_score_gemma":0.000011624062,"teacher_disagreement_score":0.016240152,"about_ca_system_score_codex":0.00071662484,"about_ca_system_score_gemma":0.00009565185,"threshold_uncertainty_score":0.999988},"labels":[],"label_agreement":null},{"id":"W4381663175","doi":"10.1201/9781003348030-91","title":"Permanent secant pile wall for underground transit station","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Aecom (Canada)","funders":"","keywords":"Pile; Transit (satellite); Geology; Geotechnical engineering; Engineering; Transport engineering; Public transport","score_opus":0.02065423707226658,"score_gpt":0.20340356971549198,"score_spread":0.1827493326432254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381663175","genre_codex":"methods","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00011443332,0.00022072172,0.57800657,0.00025049766,0.0010670711,0.0010128352,0.00023681778,0.0043563843,0.4147347],"genre_scores_gemma":[0.056948386,0.0008965895,0.0007369103,0.00006568844,0.00025082976,0.00013998503,0.0019277938,0.00049130386,0.9385425],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99919724,0.0000016344001,0.00025527872,0.0001945114,0.00015860071,0.00019270235],"domain_scores_gemma":[0.9996149,0.00007396411,0.0000193007,0.00017851368,0.00004867239,0.00006467509],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000073836076,0.00023665208,0.00022021656,0.00010329596,0.000033848715,0.000026970327,0.00008226251,0.00028579935,0.000111873494],"category_scores_gemma":[0.000007271489,0.000244297,0.0001189267,0.000027186272,0.000011606766,0.00004119184,0.000007715182,0.00017774373,0.0001068426],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000032100338,0.0000027409708,6.2701396e-8,0.00041952854,0.000055507935,0.0000017869811,0.00005815943,0.8528294,0.000082561295,0.1404937,0.0036518227,0.002401503],"study_design_scores_gemma":[0.0003374456,0.00008122097,0.000019042986,0.00013668266,0.000087832006,0.0000025968618,0.000013224596,0.71288645,0.000042044234,0.030623993,0.25515196,0.0006174959],"about_ca_topic_score_codex":0.000013013235,"about_ca_topic_score_gemma":0.00012927588,"teacher_disagreement_score":0.5772697,"about_ca_system_score_codex":0.00013170263,"about_ca_system_score_gemma":0.000014754365,"threshold_uncertainty_score":0.9962142},"labels":[],"label_agreement":null},{"id":"W4381686790","doi":"10.1061/jggefk.gteng-11314","title":"Centrifuge Modeling of Stability of Embankment on Soft Soil Improved by Rigid Columns","year":2023,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Centrifuge; Geotechnical engineering; Levee; Slip (aerodynamics); Foundation (evidence); Structural engineering; Subsoil; Settlement (finance); Bending; Geology; Consolidation (business); Soil structure interaction; Failure mode and effects analysis; Engineering; Soil water; Finite element method","score_opus":0.005375737718486724,"score_gpt":0.16801739621900222,"score_spread":0.16264165850051548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381686790","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9884853,0.00037334135,0.01064473,0.00004904222,0.00013847485,0.00013178642,0.00003838046,0.0001206588,0.000018290599],"genre_scores_gemma":[0.9991913,0.00058157893,0.0001392912,0.000004603678,0.000028597342,0.0000052642645,0.000008543969,0.000035461624,0.000005355598],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984325,0.00001195974,0.0007831927,0.00015340651,0.000333411,0.00028548855],"domain_scores_gemma":[0.99937356,0.00009518297,0.000114660674,0.00024541005,0.000021302618,0.00014988595],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040087572,0.00020905517,0.00044112903,0.00015131356,0.000024961102,0.000008660545,0.00020424083,0.00016534918,0.000016945753],"category_scores_gemma":[0.0001159891,0.0002004382,0.00015030544,0.00024523036,0.000053923282,0.00010079371,0.00009251564,0.00037888912,0.0000016027424],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002331379,0.00007765099,0.000017287559,0.00016459811,0.0000405109,0.0000023884693,0.00003868805,0.9461516,0.052448623,0.0000310824,0.000035637164,0.00096860476],"study_design_scores_gemma":[0.00049567857,0.00029345672,0.0005168123,0.00011744978,0.00002970234,0.000009570072,0.00004915329,0.98074085,0.017241662,0.000053322157,0.00028062618,0.00017170241],"about_ca_topic_score_codex":0.000009538286,"about_ca_topic_score_gemma":4.555293e-7,"teacher_disagreement_score":0.035206962,"about_ca_system_score_codex":0.00010159877,"about_ca_system_score_gemma":0.000007749168,"threshold_uncertainty_score":0.8173632},"labels":[],"label_agreement":null},{"id":"W4382539217","doi":"10.18280/mmep.100301","title":"The Influence of Styrene Butadiene Latex on Sandy Soil Reinforced by Soil Mixed Columns under Raft Foundation","year":2023,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Foundation (evidence); Styrene-butadiene; Raft; Geotechnical engineering; Styrene; Environmental science; Materials science; Geology; Composite material; Copolymer; Geography; Polymer","score_opus":0.012169535990660674,"score_gpt":0.1915755469392591,"score_spread":0.17940601094859843,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382539217","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.62043154,0.00008214893,0.37845725,0.000052525003,0.00007235716,0.00015053876,0.000003988458,0.00064858433,0.00010105154],"genre_scores_gemma":[0.9988229,0.00040159814,0.00040287155,0.0000045285765,0.00001750767,0.00006658257,0.00002062348,0.00005789028,0.000205473],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987322,0.000010626031,0.000448887,0.00018626012,0.00024686448,0.0003751565],"domain_scores_gemma":[0.99918664,0.00036004864,0.00003879547,0.00025978405,0.000050057803,0.00010469076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042441726,0.00022179402,0.0002602892,0.0000911303,0.00011023974,0.00007150122,0.00013808996,0.00014183712,0.0000029211496],"category_scores_gemma":[0.00010000717,0.00018393392,0.000052560757,0.00036354715,0.000048511945,0.00008626893,0.000033124805,0.00023336202,0.000025126621],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000034585407,0.000007974435,7.4688893e-7,0.00043764347,0.000027389064,2.8678616e-7,0.00016278366,0.986125,0.005603416,0.007274445,0.000043164382,0.00031367215],"study_design_scores_gemma":[0.00021047729,0.000049255355,0.00002858894,0.00025240425,0.00001521713,0.0000019261547,0.000019366842,0.99431676,0.0014355537,0.0032071976,0.0002566598,0.00020657928],"about_ca_topic_score_codex":0.000013102728,"about_ca_topic_score_gemma":0.0000016163333,"teacher_disagreement_score":0.37839136,"about_ca_system_score_codex":0.000039829174,"about_ca_system_score_gemma":0.0000075886496,"threshold_uncertainty_score":0.75006074},"labels":[],"label_agreement":null},{"id":"W4382680986","doi":"10.11159/iccste23.006","title":"The Role of Soil in Seismic Response of Bridges","year":2023,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geology; Geotechnical engineering; Environmental science","score_opus":0.008445185048115705,"score_gpt":0.20325315193500895,"score_spread":0.19480796688689325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382680986","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993429,0.000041466414,0.000055151602,0.0001456832,0.00012992445,0.00007170724,0.000023721695,0.00005593336,0.0001335137],"genre_scores_gemma":[0.9998237,0.000108053704,0.00002089708,0.0000012441558,0.000008951252,0.00000835164,0.000004316536,0.000009574758,0.000014929414],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993713,0.0000017533612,0.00026734365,0.000076869,0.00019208805,0.00009064809],"domain_scores_gemma":[0.99970937,0.00007130415,0.00005698547,0.000041118423,0.000104769526,0.000016464419],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001465521,0.000085776184,0.00010946141,0.000103921215,0.000017702867,0.000010340099,0.00018315388,0.000039238977,0.0000026996515],"category_scores_gemma":[0.0000684961,0.00006148811,0.000037524467,0.00021938414,0.000034576937,0.0000759585,0.000007794598,0.00010178555,1.6373255e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051617455,0.000002459002,0.0036191405,0.00010001884,0.000018350904,8.106766e-8,0.0004414092,0.8569934,0.11611214,0.021798372,0.0000029332139,0.00086011796],"study_design_scores_gemma":[0.00012298803,0.000016214179,0.28709972,0.00012895562,0.0000044166927,5.997916e-7,0.0002113985,0.6596403,0.051333804,0.0013538402,0.00003093577,0.000056831017],"about_ca_topic_score_codex":0.000028896444,"about_ca_topic_score_gemma":0.000023537905,"teacher_disagreement_score":0.28348055,"about_ca_system_score_codex":0.00001549503,"about_ca_system_score_gemma":0.000007271656,"threshold_uncertainty_score":0.2507412},"labels":[],"label_agreement":null},{"id":"W4382700867","doi":"10.11159/iccste23.109","title":"Seismic Behavior of Rigid Inclusion Foundation System","year":2023,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Foundation (evidence); Inclusion (mineral); Geology; Computer science; Geotechnical engineering; Law","score_opus":0.012058538315709697,"score_gpt":0.21679930087143115,"score_spread":0.20474076255572146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382700867","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981452,0.000008434305,0.00059503334,0.00007142932,0.00040635146,0.00013746151,0.000028213599,0.00026176954,0.00034608674],"genre_scores_gemma":[0.99976766,0.000030477491,0.00009139076,0.000001919678,0.00002411327,0.00002075532,0.00003145688,0.000015599024,0.000016616897],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992247,9.730953e-7,0.00027917902,0.00011351219,0.00028262945,0.00009895516],"domain_scores_gemma":[0.9996869,0.00001688717,0.000067816705,0.000045110748,0.00015395758,0.000029338707],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000079315636,0.00011911804,0.00013005466,0.00013683214,0.000050935676,0.000017240374,0.0001830452,0.000058057267,0.000009720604],"category_scores_gemma":[0.000018077017,0.00009781173,0.00004826254,0.00024186687,0.00002211376,0.00014674346,0.000023223443,0.000108557375,9.4297343e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000142741155,0.000006018497,0.0028203495,0.00066518225,0.00003963703,3.8161534e-7,0.0006469946,0.7682117,0.15913346,0.06675848,0.000011547389,0.0016919483],"study_design_scores_gemma":[0.00018240257,0.000020378066,0.09458029,0.00025289715,0.000021277143,0.0000023968914,0.00011424231,0.8848681,0.019390363,0.00041420694,0.000040725357,0.000112736685],"about_ca_topic_score_codex":0.000015840369,"about_ca_topic_score_gemma":0.000005299824,"teacher_disagreement_score":0.1397431,"about_ca_system_score_codex":0.00003849324,"about_ca_system_score_gemma":0.0000060476827,"threshold_uncertainty_score":0.39886466},"labels":[],"label_agreement":null},{"id":"W4382930965","doi":"10.1007/s10668-023-03535-z","title":"Application of expanded polystyrene beads inclusion in lightening lime-zeolite treated clays: strength and stiffness assessment","year":2023,"lang":"en","type":"article","venue":"Environment Development and Sustainability","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Lime; Materials science; Compaction; Compressive strength; Composite material; Zeolite; Polystyrene; Swelling; Ultimate tensile strength; Stiffness; Polymer; Chemistry; Metallurgy","score_opus":0.0043059882773583726,"score_gpt":0.20668943448171556,"score_spread":0.2023834462043572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382930965","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9919291,0.00019050315,0.0071798135,0.000088516346,0.000016285267,0.00035482165,0.0000017664588,0.00017522913,0.000063931446],"genre_scores_gemma":[0.99913806,0.00019183967,0.00044478074,0.0000023207888,0.000005823786,0.000113385046,0.00006126458,0.000016660631,0.000025892614],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9989001,0.00003156093,0.00036693545,0.00026195828,0.00020171059,0.00023769603],"domain_scores_gemma":[0.99965227,0.000057264984,0.00003377118,0.0001678379,0.000015923744,0.00007293252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044613576,0.00016762661,0.00021842279,0.00016766207,0.00010327325,0.000012692986,0.000067431596,0.000106357424,0.0000034543411],"category_scores_gemma":[0.000028457789,0.00016600046,0.000017281263,0.0002752012,0.000051757295,0.00008127244,0.0003214847,0.00011448022,6.3795125e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033245888,0.00019259297,0.26960635,0.0009480546,0.000038815844,0.0000069887446,0.004238992,0.21211366,0.0051955828,0.0006896384,0.000004599843,0.5069315],"study_design_scores_gemma":[0.0004746592,0.000024233037,0.7985823,0.00003235782,0.000008137258,5.028722e-7,0.0004756668,0.1968067,0.0022167054,0.0007003764,0.00046696665,0.00021136951],"about_ca_topic_score_codex":0.000040322175,"about_ca_topic_score_gemma":0.000008387571,"teacher_disagreement_score":0.52897596,"about_ca_system_score_codex":0.00047289222,"about_ca_system_score_gemma":0.000024172788,"threshold_uncertainty_score":0.67693025},"labels":[],"label_agreement":null},{"id":"W4383456774","doi":"10.1520/gtj20220257","title":"Large-Scale Hydraulic Performance Testing of a Geotextile Mechanically Stabilized Earth (MSE) Wall Constructed with Recycled Concrete Aggregate Backfill","year":2023,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Recycled Materials Resource Center","keywords":"Clogging; Geotextile; Leachate; Geotechnical engineering; Geosynthetics; Hydraulic conductivity; Aggregate (composite); Materials science; Subgrade; Moisture; Geology; Environmental science; Composite material; Waste management; Engineering; Soil science; Soil water","score_opus":0.01524856849643205,"score_gpt":0.20208769415860134,"score_spread":0.1868391256621693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383456774","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9462489,0.000097950724,0.049374778,0.000102049686,0.00017930864,0.0002868504,0.000023228675,0.00294314,0.00074379507],"genre_scores_gemma":[0.97821975,0.00009930554,0.021356514,0.000032922973,0.000091592374,0.000026730304,0.000017889834,0.00012263688,0.00003268009],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9967057,0.00009725277,0.0011078011,0.00041222994,0.00066038466,0.0010165959],"domain_scores_gemma":[0.99739504,0.0009120501,0.00030281433,0.00049926573,0.0005131024,0.00037773693],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0012927112,0.0004338576,0.0007080267,0.00029191194,0.00027510902,0.00008777783,0.00047382864,0.00033985934,0.000063481515],"category_scores_gemma":[0.002098325,0.00038389367,0.00014121368,0.002401807,0.00021199696,0.00024858172,0.00014596603,0.001231533,0.000026908941],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008270056,0.000025663669,0.00057211396,0.00027624817,0.000079991194,0.00006753101,0.00010284124,0.9316403,0.051288184,0.00014759472,0.0000832804,0.015633496],"study_design_scores_gemma":[0.0014771648,0.00058848376,0.00226162,0.0008853726,0.000060740957,0.00056673115,0.000060385002,0.9888464,0.0034447217,0.00057474937,0.0007267492,0.0005068535],"about_ca_topic_score_codex":0.000013114503,"about_ca_topic_score_gemma":0.000005470736,"teacher_disagreement_score":0.057206072,"about_ca_system_score_codex":0.00008801888,"about_ca_system_score_gemma":0.00014388055,"threshold_uncertainty_score":0.9998613},"labels":[],"label_agreement":null},{"id":"W4383813296","doi":"10.1016/j.soildyn.2023.108059","title":"Laboratory assessment of the effect of vibro-replacement ground improvement on the mechanical response of natural silt","year":2023,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; BGC Engineering (Canada)","funders":"","keywords":"Silt; Shearing (physics); Materials science; Softening; Geotechnical engineering; Pore water pressure; Composite material; Geology; Geomorphology","score_opus":0.002591954957494267,"score_gpt":0.1921717258529055,"score_spread":0.18957977089541125,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383813296","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99647593,0.00004881758,0.0026568014,0.00006628937,0.000356889,0.00023360037,0.000033284512,0.00011010985,0.000018279148],"genre_scores_gemma":[0.99983054,0.000032459822,0.000045756075,0.0000039488145,0.000012282156,0.000024872448,0.0000064064266,0.000028129887,0.00001562326],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990422,0.000048298156,0.000319135,0.0001263551,0.0002743029,0.00018971082],"domain_scores_gemma":[0.9990528,0.0004872323,0.00005428226,0.00032611872,0.000037084003,0.00004247481],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00088426034,0.00016515586,0.00023919156,0.00008837945,0.00003454098,0.00000966024,0.00014609804,0.000077081626,0.0000029660598],"category_scores_gemma":[0.00023069403,0.00010882214,0.00008722071,0.00043775194,0.000034560522,0.000029361872,0.00007057785,0.00023873913,4.2899745e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035967583,0.000007791469,0.00021213177,0.00031471194,0.000050328406,3.8499255e-7,0.00004271126,0.951968,0.043698452,0.0026237478,0.0000063383263,0.001039405],"study_design_scores_gemma":[0.0002809432,0.00031969327,0.046030853,0.00012228345,0.000018369321,4.5145794e-7,0.000032946966,0.93855965,0.014505339,0.000012937149,0.000018103017,0.00009844133],"about_ca_topic_score_codex":0.000011392439,"about_ca_topic_score_gemma":0.000008275553,"teacher_disagreement_score":0.04581872,"about_ca_system_score_codex":0.000056441633,"about_ca_system_score_gemma":0.000017152723,"threshold_uncertainty_score":0.4437638},"labels":[],"label_agreement":null},{"id":"W4384408169","doi":"10.1007/s40891-023-00465-8","title":"Modelling Geosynthetic Reinforced Three-Layered Soil System Under Monotonic Loads Considering Shear and Vertical Deformations of Layers","year":2023,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Sleep Research Society Foundation; Shastri Indo-Canadian Institute","keywords":"Compressibility; Geotechnical engineering; Granular material; Consolidation (business); Settlement (finance); Foundation (evidence); Stiffness; Materials science; Shear (geology); Geology; Dilatant; Mechanics; Composite material","score_opus":0.012248945495640928,"score_gpt":0.19870373782035045,"score_spread":0.18645479232470952,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384408169","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6084703,0.00021520165,0.3907196,0.00005072968,0.00034884483,0.000041505198,0.000004683153,0.00010523128,0.00004388103],"genre_scores_gemma":[0.99862456,0.000468196,0.00080268114,0.0000032394182,0.0000576415,0.0000033270642,0.0000030584883,0.00003332101,0.0000039426286],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99881095,0.000007388529,0.0005669178,0.00009639579,0.0003077015,0.0002106218],"domain_scores_gemma":[0.9993904,0.00017088665,0.000060073617,0.00010583431,0.00015808188,0.00011467554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000286668,0.00016378779,0.00026101337,0.0003446023,0.00003851533,0.000067448804,0.0001409345,0.000103752645,0.0000026824569],"category_scores_gemma":[0.000063976164,0.00016242021,0.000077989884,0.00015759844,0.000039627714,0.00019552483,0.000053363226,0.00021921749,0.000002032172],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008567181,0.0000041855706,0.000013676732,0.00015078663,0.00011353845,0.000008630022,0.00015640263,0.9910555,0.0027926557,0.004972067,0.000002499882,0.00072152296],"study_design_scores_gemma":[0.00030304815,0.000032945733,0.00032061673,0.0003413332,0.00003382364,0.00017723674,0.0001937928,0.99712515,0.0010542347,0.00017278452,0.000093986404,0.00015107077],"about_ca_topic_score_codex":0.00002679848,"about_ca_topic_score_gemma":0.000002094189,"teacher_disagreement_score":0.39015424,"about_ca_system_score_codex":0.00009178221,"about_ca_system_score_gemma":0.000018150482,"threshold_uncertainty_score":0.66233045},"labels":[],"label_agreement":null},{"id":"W4384930585","doi":"10.1061/9780784484982.026","title":"Reliability-Based Design of Infinite Frictional Slopes Reinforced by Inclusion of Fibers","year":2023,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada)","funders":"","keywords":"Reliability (semiconductor); Inclusion (mineral); Reliability engineering; Materials science; Computer science; Structural engineering; Geotechnical engineering; Engineering; Geology; Physics","score_opus":0.008979949421726181,"score_gpt":0.1979073608898273,"score_spread":0.18892741146810113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384930585","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10638682,0.00001967892,0.8915707,0.000034981324,0.000093531606,0.00014673662,0.000015294596,0.0007650152,0.00096724206],"genre_scores_gemma":[0.99605376,0.000025196478,0.0037185075,0.000007937688,0.000005315841,0.000010464493,0.000049197006,0.000015274427,0.00011434371],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933773,0.000013507274,0.00027123952,0.00008115728,0.00018750607,0.000108869164],"domain_scores_gemma":[0.9995235,0.00020464187,0.000024160481,0.00015266135,0.00006155699,0.000033472013],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025456256,0.00007989388,0.00013016093,0.00011403449,0.00003219159,0.0000024096034,0.000082946965,0.000087616834,0.000048653987],"category_scores_gemma":[0.00012871978,0.000075246695,0.000041450654,0.0005424921,0.000019391528,0.000047318208,0.000048879272,0.00006817957,0.0000070014976],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000622576,0.0000046051855,0.0000130277285,0.00010272109,0.000004855323,8.9908205e-8,0.000056537006,0.93769085,0.060284548,0.00027101062,0.0011586742,0.0004068707],"study_design_scores_gemma":[0.00016971452,0.000043678276,0.00020697963,0.000024192963,0.0000042843326,7.7202124e-8,0.000010006885,0.94477445,0.053626694,0.00013854631,0.0009251817,0.00007621623],"about_ca_topic_score_codex":0.00002727868,"about_ca_topic_score_gemma":4.0190022e-7,"teacher_disagreement_score":0.8896669,"about_ca_system_score_codex":0.000026769258,"about_ca_system_score_gemma":0.000015136726,"threshold_uncertainty_score":0.3068471},"labels":[],"label_agreement":null},{"id":"W4385070098","doi":"10.1139/cgj-2021-0310","title":"Displacement-based finite element approach on analysing flexible combined pile–raft foundation in layered soil","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Raft; Pile; Geotechnical engineering; Finite element method; Parametric statistics; Structural engineering; Foundation (evidence); Displacement (psychology); Geology; Soil structure interaction; Engineering; Materials science; Mathematics; Composite material; Geography","score_opus":0.015710073859887125,"score_gpt":0.22108196653725892,"score_spread":0.2053718926773718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385070098","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18751366,0.00008909062,0.80431247,0.0020733406,0.00089983956,0.0007906534,0.000045506273,0.0019162705,0.002359168],"genre_scores_gemma":[0.99912363,0.000037130045,0.00028226018,0.00014013342,0.00008027173,0.000040274215,0.00017175722,0.000051791987,0.00007276302],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99812114,0.000054622647,0.0005293873,0.00024193236,0.00035252553,0.0007004156],"domain_scores_gemma":[0.9989845,0.00012868825,0.000050114748,0.0002872145,0.000053316875,0.0004961436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000744927,0.00023136828,0.00026943328,0.0010347593,0.00017348627,0.00013769526,0.00025449926,0.00021338726,0.00009340505],"category_scores_gemma":[0.0002553922,0.00024454645,0.000115187635,0.0014570144,0.00003289745,0.00010873295,0.000017561983,0.00076746324,0.00008549245],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000133483,0.00002788352,0.000116461546,0.000030698815,0.000019034145,0.00002809345,0.000019483314,0.9953094,0.00020341437,0.0002698637,0.00063678523,0.0033254921],"study_design_scores_gemma":[0.0007878217,0.00009739258,0.0021002227,0.000088605506,0.0000146620905,0.000003943296,0.0000376071,0.99175084,0.00013400303,0.00023639384,0.004482836,0.00026567894],"about_ca_topic_score_codex":0.0010306916,"about_ca_topic_score_gemma":0.0020601787,"teacher_disagreement_score":0.81161,"about_ca_system_score_codex":0.0009420342,"about_ca_system_score_gemma":0.00019050561,"threshold_uncertainty_score":0.9972315},"labels":[],"label_agreement":null},{"id":"W4385070349","doi":"10.1680/jgein.23.00026","title":"Thermo-hydraulic numerical modelling of in-soil conditions in reinforced soil walls","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Universitat Politècnica de Catalunya; Ministerio de Economía y Competitividad","keywords":"Relative humidity; Degree of saturation; Environmental science; Geotechnical engineering; Humidity; Soil water; Soil science; Geology; Hydrology (agriculture); Meteorology; Geography","score_opus":0.0170472952024824,"score_gpt":0.22688900946384286,"score_spread":0.20984171426136045,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385070349","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9032718,0.000018264333,0.08945303,0.00023386799,0.0004531821,0.00009675769,0.000033797372,0.00031611594,0.0061231647],"genre_scores_gemma":[0.99951094,0.00009612369,0.00011341817,0.000010249121,0.000026687883,0.000023667542,0.00007131314,0.00002315162,0.00012446464],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913263,0.000010957211,0.0003419828,0.00011840297,0.00021017788,0.00018586463],"domain_scores_gemma":[0.9996813,0.00008583622,0.000025687797,0.00013357236,0.000040687475,0.000032893335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001637473,0.00010087363,0.00014088293,0.00030958836,0.000012033754,0.00001063409,0.0001735472,0.00009399192,0.00006880122],"category_scores_gemma":[0.000075256445,0.000112538946,0.000050256043,0.00037655717,0.000024407767,0.00006146294,0.0000339748,0.00018040086,0.000043308282],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002814578,0.00001264586,0.00009040685,0.000018152617,0.000007563859,0.0000038224707,0.00019413166,0.9945446,0.0009156886,0.0038288382,0.000027079299,0.0003542097],"study_design_scores_gemma":[0.00020214639,0.00000762982,0.0011844283,0.00006458148,0.000002218251,0.0000018629553,0.000036938618,0.99533576,0.0010417427,0.0017630828,0.00025285638,0.00010674163],"about_ca_topic_score_codex":0.00007519081,"about_ca_topic_score_gemma":0.000026269463,"teacher_disagreement_score":0.0962391,"about_ca_system_score_codex":0.000081966566,"about_ca_system_score_gemma":0.0000126226305,"threshold_uncertainty_score":0.4589205},"labels":[],"label_agreement":null},{"id":"W4385298158","doi":"10.1007/978-3-031-26466-5_10","title":"Adjustment of Analytical Methods by Numerical Models for Determining Earth Pressures Behind Retaining Walls","year":2023,"lang":"en","type":"book-chapter","venue":"Advanced structured materials","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Chicoutimi","funders":"","keywords":"Lateral earth pressure; Retaining wall; Numerical analysis; Limiting; Geotechnical engineering; Point (geometry); Sensitivity (control systems); Mechanics; Numerical modeling; Computer simulation; Numerical models; Geology; Mathematics; Engineering; Mechanical engineering; Geometry; Mathematical analysis; Physics; Geophysics","score_opus":0.02340557155625308,"score_gpt":0.2812146351265695,"score_spread":0.25780906357031647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385298158","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002983358,0.001963779,0.97472525,0.000020118125,0.003210056,0.0020839262,0.0029519883,0.0019671568,0.01009437],"genre_scores_gemma":[0.5222837,0.001805799,0.41471446,0.000056025285,0.0010155166,0.0006515897,0.0030938205,0.0018867274,0.054492403],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980672,0.000027292477,0.00082585495,0.00043342667,0.00025602675,0.0003901722],"domain_scores_gemma":[0.9989042,0.0002878548,0.00018925006,0.0004111278,0.00009307179,0.00011443994],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026328093,0.00048913696,0.0010427191,0.00012988501,0.000042801174,0.00003052084,0.00022868546,0.0005462672,0.00007146267],"category_scores_gemma":[0.00014766854,0.00048447307,0.00016332758,0.000039056926,0.000049263737,0.0001090389,0.00007023326,0.00021468192,0.00000201092],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040134444,0.0000028970444,4.9576283e-8,0.000589259,0.00018277025,0.0000017543164,0.000085604835,0.9092679,0.05764397,0.011596482,0.00014249155,0.020446692],"study_design_scores_gemma":[0.0013849118,0.00039328984,0.000022332268,0.0008794202,0.0007104362,0.000011053188,0.000022843607,0.69256896,0.17896,0.09660281,0.026596991,0.001846944],"about_ca_topic_score_codex":0.0000022895608,"about_ca_topic_score_gemma":9.53042e-7,"teacher_disagreement_score":0.5600108,"about_ca_system_score_codex":0.000050102222,"about_ca_system_score_gemma":0.000019743771,"threshold_uncertainty_score":0.9997607},"labels":[],"label_agreement":null},{"id":"W4385387195","doi":"10.1016/j.oceaneng.2023.115421","title":"Centrifuge testing of improved monopile foundation for offshore wind turbines","year":2023,"lang":"en","type":"article","venue":"Ocean Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Deanship of Scientific Research, King Saud University; Qassim University","keywords":"Centrifuge; Offshore wind power; Turbine; Foundation (evidence); Marine engineering; Geotechnical engineering; Engineering; Pile; Stiffness; Wind power; Structural engineering; Mechanical engineering","score_opus":0.012892422178628335,"score_gpt":0.20243465716288597,"score_spread":0.18954223498425765,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385387195","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9061485,0.00010435547,0.08967833,0.000029029536,0.0006943131,0.0004243275,0.000027774835,0.0027316085,0.00016177377],"genre_scores_gemma":[0.9951383,0.000016755286,0.0044983327,0.0000018282434,0.00012614448,0.000012589448,0.00008635254,0.000076792814,0.000042904016],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991424,0.0000028554703,0.00029087515,0.00015418859,0.00009963135,0.0003100645],"domain_scores_gemma":[0.9994249,0.00016443468,0.000028471515,0.0002436439,0.00007565474,0.00006290529],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015831493,0.00016712924,0.00019763125,0.00018012652,0.000032350716,0.000019635636,0.00015300201,0.00009576757,0.000004019053],"category_scores_gemma":[0.0005592208,0.00018644097,0.00006479011,0.0006515893,0.000009741018,0.00010708984,0.00003109862,0.00010318314,0.000005687772],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000021387189,0.0000052176465,0.00016667382,0.00039271047,0.000017195583,4.3729483e-7,0.000056672336,0.96993566,0.026260016,0.00021636934,0.00018037237,0.002766559],"study_design_scores_gemma":[0.0002474785,0.000033787674,0.0023309782,0.00006773378,0.000013343118,0.0000012285166,0.00001834398,0.9871745,0.007426476,0.00007806318,0.0024209167,0.00018715124],"about_ca_topic_score_codex":0.0000032678286,"about_ca_topic_score_gemma":5.189602e-7,"teacher_disagreement_score":0.08898981,"about_ca_system_score_codex":0.000047649894,"about_ca_system_score_gemma":0.000009504588,"threshold_uncertainty_score":0.7602842},"labels":[],"label_agreement":null},{"id":"W4385410346","doi":"10.1139/cgj-2022-0055","title":"Quality control of fine-grained embankments using penetration tests","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Penetration (warfare); Penetration test; Quality (philosophy); Environmental science; Geology; Engineering; Subgrade","score_opus":0.0230116667692587,"score_gpt":0.25459923273341556,"score_spread":0.23158756596415686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385410346","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7095154,0.00021309355,0.28747785,0.0004583718,0.0007998632,0.0003126895,0.00008635149,0.0007547616,0.00038161833],"genre_scores_gemma":[0.9994974,0.000022493601,0.00028929478,0.000029946053,0.000092131195,0.000004509958,0.00001448906,0.000029666624,0.000020057081],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99868745,0.000039978535,0.00049909356,0.00011724334,0.00024601226,0.00041020452],"domain_scores_gemma":[0.99913,0.00009152905,0.000059187074,0.00019279105,0.00010642551,0.00042003166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006116668,0.00013857229,0.00023534129,0.0003408632,0.00009899188,0.000035969137,0.00018863317,0.00020187904,0.000052422347],"category_scores_gemma":[0.00046875756,0.00014484259,0.00010317557,0.0006340379,0.0000387989,0.0000989627,0.000009888055,0.00038262972,0.000016426868],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000027985461,0.0000052018386,0.00023408353,0.000026502215,0.000020013282,0.000015582158,0.000015557964,0.9852824,0.010188785,0.00025197753,0.000444469,0.0035126212],"study_design_scores_gemma":[0.00048674876,0.00003773815,0.024622547,0.00005722364,0.000016869759,0.000045228626,0.000014724978,0.9719318,0.0002274655,0.0007812644,0.0015769532,0.00020142882],"about_ca_topic_score_codex":0.0013939976,"about_ca_topic_score_gemma":0.001518772,"teacher_disagreement_score":0.28998202,"about_ca_system_score_codex":0.00027279553,"about_ca_system_score_gemma":0.00015677081,"threshold_uncertainty_score":0.5906509},"labels":[],"label_agreement":null},{"id":"W4385453003","doi":"10.11159/ijci.2023.004","title":"Bearing Capacity and Strength of Fibre-Reinforced Sand: Experimental and Parametric Study","year":2023,"lang":"en","type":"article","venue":"International Journal of Civil Infrastructure","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bearing capacity; Parametric statistics; Geotechnical engineering; Structural engineering; Load bearing; Bearing (navigation); Geology; Materials science; Mathematics; Engineering; Computer science; Statistics; Artificial intelligence","score_opus":0.0081672535449708,"score_gpt":0.23115773111243218,"score_spread":0.22299047756746138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385453003","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981165,0.00012614486,0.0011787261,0.000016983535,0.0003440148,0.00005114066,0.000007909213,0.000044667006,0.000113897295],"genre_scores_gemma":[0.999676,0.000056575034,0.0001757038,0.0000035724918,0.00006803861,0.0000011271226,0.0000023338346,0.000010944097,0.0000056911513],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992513,0.00001011075,0.00030261843,0.000063977095,0.00028675125,0.00008524548],"domain_scores_gemma":[0.9996567,0.0000683607,0.00008024544,0.00005574268,0.000081513615,0.00005746404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001260509,0.00009445638,0.00016217105,0.00029508758,0.000016430331,0.000031694773,0.000117589065,0.00005506893,0.000019987063],"category_scores_gemma":[0.0001002734,0.00008432756,0.00003381836,0.00018981758,0.000030213718,0.00014138015,0.00004616231,0.00017741414,3.061006e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024082956,0.000018180883,0.0072946926,0.00003783174,0.0001875251,0.000016741607,0.0013615184,0.9686484,0.018567534,0.00027163056,0.00015608361,0.0034158186],"study_design_scores_gemma":[0.0030308524,0.0006488339,0.4592199,0.0002152577,0.000059624293,0.00033118995,0.0018592799,0.5072656,0.025226692,0.0012763493,0.0004564279,0.00040993988],"about_ca_topic_score_codex":0.000009396029,"about_ca_topic_score_gemma":0.0000023314453,"teacher_disagreement_score":0.46138272,"about_ca_system_score_codex":0.000035096098,"about_ca_system_score_gemma":0.000008482716,"threshold_uncertainty_score":0.34387782},"labels":[],"label_agreement":null},{"id":"W4385541594","doi":"10.1061/jcrgei.creng-668","title":"Frost Action in Canadian Railways: A Review of Assessment and Treatment Methods","year":2023,"lang":"en","type":"review","venue":"Journal of Cold Regions Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Frost heaving; Frost weathering; Frost (temperature); Geotechnical engineering; Environmental science; Hazard; Soil water; Geology; Soil science; Ecology","score_opus":0.09549061852160454,"score_gpt":0.39668107971069966,"score_spread":0.3011904611890951,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385541594","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0000062703757,0.9852238,0.013818611,0.00002556434,0.0004301097,0.00036843203,0.00001302912,0.00006722423,0.00004690741],"genre_scores_gemma":[0.000102043115,0.9959456,0.0037132157,0.0000024072726,0.000077334014,0.000049378912,0.000009003267,0.00008005228,0.000020990867],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9983493,0.00006331808,0.0010409477,0.000119913704,0.0001532683,0.00027325132],"domain_scores_gemma":[0.998939,0.00035071274,0.00020943453,0.00020775625,0.00006644725,0.00022664433],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00077311124,0.00030735147,0.0015283893,0.00096929626,0.0000166939,0.000015792019,0.0001370534,0.00023664806,0.0000033216922],"category_scores_gemma":[0.00021841569,0.0002652976,0.00031096677,0.00081476907,0.000012006636,0.000079467856,0.000014085063,0.00046358514,8.952038e-7],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[6.57993e-7,0.000024487872,0.0000017201777,0.12324131,0.00038768025,0.000056121087,0.000038271482,0.26046073,0.000019308369,0.0006322915,0.0002177495,0.61491966],"study_design_scores_gemma":[0.00013700854,0.0000637778,0.0000142296485,0.10218928,0.00036709663,0.00007098334,0.000006132872,0.027048828,0.0000031383256,0.0000038958183,0.86987287,0.00022274691],"about_ca_topic_score_codex":0.00083633536,"about_ca_topic_score_gemma":0.0011823247,"teacher_disagreement_score":0.86965513,"about_ca_system_score_codex":0.0012005564,"about_ca_system_score_gemma":0.00035147902,"threshold_uncertainty_score":0.9999799},"labels":[],"label_agreement":null},{"id":"W4385597110","doi":"10.1016/j.soildyn.2023.108169","title":"Seismic performance of buffer-equipped anchored piles considering end restraints","year":2023,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Science Foundation of Sichuan Province; China Railway Eryuan Engineering Group; Higher Education Discipline Innovation Project; National Natural Science Foundation of China","keywords":"Stiffness; Structural engineering; Pile; Spring (device); Cantilever; Geotechnical engineering; Earthquake shaking table; Displacement (psychology); Foundation (evidence); Restoring force; Engineering; Lateral earth pressure; Hinge; Reduction (mathematics); Instability; Mechanics","score_opus":0.00649359935574285,"score_gpt":0.17753267326105454,"score_spread":0.1710390739053117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385597110","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9899162,0.00014469256,0.008233308,0.000027639187,0.00032192288,0.00010261468,0.000026368754,0.0010012597,0.00022600533],"genre_scores_gemma":[0.9988994,0.00058992236,0.00028510267,0.0000036631693,0.000044952532,0.000015263788,0.00005076224,0.00006455603,0.000046381203],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988929,0.000006680844,0.00032987003,0.00020431445,0.00016656765,0.00039967848],"domain_scores_gemma":[0.9994943,0.00008418526,0.0000271009,0.00022505232,0.000032559044,0.00013678157],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00021026265,0.00022632303,0.0002743001,0.00022996217,0.00005037604,0.000029362729,0.000099354555,0.00013585227,0.000008633795],"category_scores_gemma":[0.0000906596,0.00025693135,0.000055354765,0.0004471733,0.000044685592,0.00011540394,0.00004771185,0.00023384352,0.000008762582],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028994525,0.0000040620866,0.00086803566,0.0003982534,0.000024521305,0.0000037043837,0.00009979537,0.9857993,0.0018052759,0.00046442897,0.000012214748,0.010517517],"study_design_scores_gemma":[0.0002086908,0.000038239803,0.064450525,0.00012355855,0.0000099543095,0.000009545232,0.00003847509,0.9342629,0.0004452702,0.000039831833,0.00012927505,0.00024375085],"about_ca_topic_score_codex":0.000016017653,"about_ca_topic_score_gemma":0.000018377264,"teacher_disagreement_score":0.06358249,"about_ca_system_score_codex":0.000038335453,"about_ca_system_score_gemma":0.000014527693,"threshold_uncertainty_score":0.9999883},"labels":[],"label_agreement":null},{"id":"W4385619557","doi":"10.5267/j.esm.2023.7.003","title":"A study of the shear strength properties of expansive soil treated with fly ash admixture","year":2023,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Fly ash; Expansive clay; Geotechnical engineering; Shear strength (soil); Materials science; Shear (geology); Expansive; Direct shear test; Debris; Soil water; Environmental science; Geology; Composite material; Compressive strength; Soil science","score_opus":0.009526963100253754,"score_gpt":0.18330463628992297,"score_spread":0.17377767318966922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385619557","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99359685,0.00011207825,0.0048411167,0.000009400352,0.00019733846,0.00039282287,0.000010534372,0.0008187223,0.0000211594],"genre_scores_gemma":[0.99968016,0.000027130392,0.0000795499,0.0000015901661,0.000025445215,0.000061289735,0.0000042985457,0.00007647217,0.00004405069],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989245,0.000016558672,0.00032134686,0.00016595394,0.00030208725,0.0002695317],"domain_scores_gemma":[0.9993508,0.000030002333,0.000045499513,0.00042174122,0.00009589783,0.000056070876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012527299,0.00022788397,0.0003291809,0.0001444744,0.00003338049,0.00001018176,0.00022858802,0.00011385158,0.0000026200664],"category_scores_gemma":[0.000098213415,0.00016194594,0.000066072134,0.0009849814,0.000010629771,0.000057210418,0.000055722183,0.00024418512,0.0000023153254],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007008419,0.00005380856,0.000019743273,0.00022676883,0.00008596546,0.0000029306957,0.0011685548,0.96224064,0.03585487,0.00015717822,0.000018730494,0.00016380241],"study_design_scores_gemma":[0.0005300647,0.0002713774,0.00045410902,0.00027034146,0.000059250273,0.000004462533,0.0009150914,0.8858258,0.11136123,0.000009666274,0.000069472364,0.00022912517],"about_ca_topic_score_codex":0.000017785067,"about_ca_topic_score_gemma":0.000016149539,"teacher_disagreement_score":0.07641483,"about_ca_system_score_codex":0.00003922265,"about_ca_system_score_gemma":0.000021677683,"threshold_uncertainty_score":0.66039634},"labels":[],"label_agreement":null},{"id":"W4385635198","doi":"10.1201/9781003299127-186","title":"Performance evaluation of Composite Caisson-Pile Foundation (CCPF) in sand using finite element model","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Pile; Caisson; Foundation (evidence); Composite number; Finite element method; Geotechnical engineering; Geology; Structural engineering; Engineering; Materials science; Composite material; Archaeology; Geography","score_opus":0.060705980229797105,"score_gpt":0.26042681655640915,"score_spread":0.19972083632661203,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385635198","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26846474,0.00043705254,0.30251822,0.000038011556,0.0012491157,0.0026971486,0.000099244004,0.001894882,0.42260158],"genre_scores_gemma":[0.9921252,0.00028975384,0.0016333429,0.0000034159696,0.000033829823,0.000023658558,0.00026772212,0.00009636752,0.0055267042],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987638,0.0000073715983,0.00045445736,0.00017486677,0.00044788967,0.00015161202],"domain_scores_gemma":[0.999436,0.000047618458,0.00006442324,0.00027386716,0.00014816664,0.000029895387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047870382,0.00020183978,0.0002517058,0.00026293006,0.000023559653,0.000013790968,0.00010467285,0.00020857959,0.00007965629],"category_scores_gemma":[0.000039367926,0.00022560163,0.000051126364,0.00008416941,0.000014775213,0.00009603486,0.000039844763,0.00019661129,0.000020374708],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000027055023,0.0000043525756,0.000015676316,0.0001610184,0.000016267906,1.5713582e-7,0.000051175968,0.9924652,0.0005064679,0.0008404474,0.000013327339,0.0059232074],"study_design_scores_gemma":[0.00026789724,0.000015851765,0.0001360033,0.00029961357,0.000056193505,3.316495e-7,0.0000025644254,0.99736965,0.00023882583,0.0012841664,0.00011500735,0.00021392058],"about_ca_topic_score_codex":0.00002390079,"about_ca_topic_score_gemma":0.000034418972,"teacher_disagreement_score":0.72366047,"about_ca_system_score_codex":0.00030039795,"about_ca_system_score_gemma":0.000041469884,"threshold_uncertainty_score":0.9199767},"labels":[],"label_agreement":null},{"id":"W4385754829","doi":"10.1139/cgj-2022-0530","title":"Field study on installation effects of pre-bored grouted planted pile in deep clayey soil","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Geotechnical engineering; Pile; Pore water pressure; Drilling; Geology; Clay soil; Soil water; Soil science; Materials science","score_opus":0.006151609938078999,"score_gpt":0.20429150959894318,"score_spread":0.19813989966086418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385754829","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9891957,0.000046601883,0.009355142,0.00013569328,0.0003585133,0.00036625777,0.000006933568,0.0003382665,0.0001969069],"genre_scores_gemma":[0.99976593,0.00003933356,0.000018578956,0.000037206566,0.000055852768,0.000021302654,0.000016205891,0.00003285212,0.000012761301],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987303,0.000050572475,0.00042965505,0.00015384762,0.00023554655,0.00040004982],"domain_scores_gemma":[0.9991676,0.00022626462,0.000041313582,0.00021578939,0.00004319023,0.00030581816],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030488748,0.00016161593,0.00025173058,0.00065289263,0.00005844403,0.00002846978,0.00020385119,0.00025366075,0.000016519127],"category_scores_gemma":[0.000495926,0.00016565839,0.000065203436,0.0008953193,0.000016541362,0.00007524667,0.000018126762,0.0007176157,0.00001278986],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024273231,0.000039133876,0.00054774794,0.00004744097,0.000021217618,0.00013535695,0.00020463183,0.99371195,0.0006706479,0.000043275744,0.0003694802,0.004184818],"study_design_scores_gemma":[0.0010885206,0.0007195028,0.18059729,0.00024354065,0.000019635872,0.000024964847,0.00011717432,0.81555766,0.0006566446,0.00026070102,0.00043180137,0.00028254246],"about_ca_topic_score_codex":0.0028103325,"about_ca_topic_score_gemma":0.011650124,"teacher_disagreement_score":0.18004954,"about_ca_system_score_codex":0.00025941388,"about_ca_system_score_gemma":0.00007253492,"threshold_uncertainty_score":0.6755353},"labels":[],"label_agreement":null},{"id":"W4386207852","doi":"10.1139/cgj-2022-0370","title":"Combined vacuum-assisted geotextile and geomembrane tubes for sludge dewatering: a theoretical switching point","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Geotextile; Geomembrane; Dewatering; Consolidation (business); Geotechnical engineering; Tube (container); Compaction; Materials science; Engineering; Waste management","score_opus":0.00884523475427272,"score_gpt":0.20206020958257334,"score_spread":0.19321497482830063,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386207852","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86984533,0.00026857434,0.12218484,0.0038377105,0.00088420615,0.0006626148,0.000078433935,0.0019742474,0.0002640609],"genre_scores_gemma":[0.999004,0.00015068948,0.00040416245,0.00010935105,0.00014050186,0.000047211288,0.000030169324,0.0000847477,0.000029156397],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99822736,0.000027719776,0.00045500897,0.00025048738,0.0001934605,0.0008459384],"domain_scores_gemma":[0.99851507,0.00019195816,0.000021742859,0.00024204262,0.000078772035,0.00095040415],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006635465,0.00026423828,0.00033450816,0.00042669752,0.00029525798,0.00018550505,0.0002639725,0.00031879055,0.00007823127],"category_scores_gemma":[0.00030741628,0.00025365397,0.00013480922,0.00044086963,0.00008990588,0.00013369133,0.00004795194,0.00063767866,0.00002469057],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051414176,0.00003185604,0.00004264845,0.00034811688,0.0001384464,0.00024429295,0.00020852391,0.9051914,0.027046196,0.021653667,0.0035030893,0.041540306],"study_design_scores_gemma":[0.00086575566,0.00016709663,0.0041421093,0.00013332946,0.000045264922,0.0003839879,0.000056180095,0.9722848,0.00061214535,0.0150465,0.005778137,0.0004846781],"about_ca_topic_score_codex":0.00022153177,"about_ca_topic_score_gemma":0.00024612757,"teacher_disagreement_score":0.1291587,"about_ca_system_score_codex":0.00023049637,"about_ca_system_score_gemma":0.00011305884,"threshold_uncertainty_score":0.9999916},"labels":[],"label_agreement":null},{"id":"W4386291509","doi":"10.1680/jgein.23.00078","title":"Investigating the effect of temperature and water freezing on the response of geogrid composite","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Geosynthetics; Geogrid; Ultimate tensile strength; Materials science; Composite material; Composite number; Geotechnical engineering; Moisture; Water content; Reinforcement; Geology","score_opus":0.006067966135294176,"score_gpt":0.20437521342205955,"score_spread":0.19830724728676538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386291509","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984373,0.000021273408,0.000085770596,0.0009028969,0.00020182026,0.00007589422,0.00001819872,0.000080472855,0.0001764013],"genre_scores_gemma":[0.9998669,0.000013636871,0.00002239489,0.000014817302,0.000025453326,0.000009160973,0.00001015663,0.000011714334,0.000025782421],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994721,0.000056173474,0.00014468512,0.00006465789,0.00017456853,0.000087857115],"domain_scores_gemma":[0.9991608,0.00064261776,0.000018430228,0.00013200124,0.000031057927,0.000015094699],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064434035,0.0000736567,0.00008027875,0.00005774909,0.000043398897,0.000015636084,0.00014932592,0.00004429983,0.000009933126],"category_scores_gemma":[0.00033234336,0.000037412217,0.000032390104,0.00009016153,0.000072176226,0.000016622596,0.000051119867,0.0001448081,0.000004809104],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022398393,0.000002929581,0.00055347726,0.00004225033,0.000030894378,5.1739545e-7,0.00042377686,0.6633137,0.33406937,0.0008319387,0.00013162715,0.000577159],"study_design_scores_gemma":[0.00017276805,0.0000859384,0.008316014,0.00016108513,0.000013263478,0.0000044417657,0.00005185085,0.438695,0.5513349,0.0003169232,0.00075999263,0.000087805034],"about_ca_topic_score_codex":0.000004877998,"about_ca_topic_score_gemma":8.11997e-7,"teacher_disagreement_score":0.22461867,"about_ca_system_score_codex":0.000010471538,"about_ca_system_score_gemma":0.0000019671966,"threshold_uncertainty_score":0.1525626},"labels":[],"label_agreement":null},{"id":"W4386360130","doi":"10.1139/cgj-2023-0123","title":"Analytical and numerical models for strain and load calculations for geosynthetic liner systems on steep slopes","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Southwest Jiaotong University","keywords":"Tensile strain; Geotechnical engineering; Ultimate tensile strength; Stiffness; Geotextile; Settlement (finance); Geosynthetics; Strain (injury); Environmental science; Materials science; Structural engineering; Geology; Engineering; Composite material; Computer science","score_opus":0.021924287889966757,"score_gpt":0.22908007315217355,"score_spread":0.2071557852622068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386360130","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.020214636,0.0004338519,0.9757043,0.0015823744,0.00034153528,0.0007293184,0.00037345145,0.0004568168,0.0001636935],"genre_scores_gemma":[0.9988516,0.000079704805,0.00059253356,0.00005546136,0.0001663125,0.00007955337,0.000025790618,0.00005180005,0.000097251745],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99880123,0.000016359425,0.00032460288,0.00020514695,0.0001638606,0.00048881985],"domain_scores_gemma":[0.9988212,0.00024269054,0.00002272547,0.00013981694,0.00010065862,0.0006729235],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004364085,0.00017302835,0.000253242,0.0002390563,0.00019665137,0.00012517866,0.000102826234,0.00024254902,0.0000047289436],"category_scores_gemma":[0.0003506358,0.00016295651,0.00008170795,0.00024261457,0.00005091024,0.00008015351,0.000012400927,0.00031986498,0.0000030328993],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005796077,0.0000047016388,0.0000026183388,0.00005369182,0.000023484894,0.0000059201675,0.000020385234,0.98126256,0.000032452994,0.00957347,0.0009860146,0.008028908],"study_design_scores_gemma":[0.0003220076,0.00009758427,0.00022164192,0.00006365105,0.000034526387,0.0000640149,0.00003627352,0.97737545,0.0000023921682,0.0016630829,0.01992361,0.00019577188],"about_ca_topic_score_codex":0.00028586687,"about_ca_topic_score_gemma":0.00020039895,"teacher_disagreement_score":0.978637,"about_ca_system_score_codex":0.00021539771,"about_ca_system_score_gemma":0.000108338,"threshold_uncertainty_score":0.66451734},"labels":[],"label_agreement":null},{"id":"W4386417343","doi":"10.1680/jgein.23.00067","title":"Probabilistic analysis for the reinforced fill over void problem","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"","keywords":"Probabilistic logic; Stiffness; Limit state design; Geosynthetics; Void (composites); Structural engineering; Reinforcement; Ultimate tensile strength; Computer science; Geotechnical engineering; Engineering; Materials science","score_opus":0.012114642105400373,"score_gpt":0.229265825634087,"score_spread":0.21715118352868665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386417343","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09409324,0.000098131575,0.8877011,0.0028191365,0.0024292008,0.0011667028,0.0003629058,0.0030375451,0.008292031],"genre_scores_gemma":[0.99801964,0.00004202906,0.00035914514,0.000019649522,0.00009359399,0.00016579217,0.00013456747,0.000024446339,0.0011411329],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999279,0.0000048396473,0.00020262081,0.00012554778,0.00020767243,0.00018029538],"domain_scores_gemma":[0.99945474,0.00020210644,0.0000222576,0.00020237753,0.000086794666,0.000031739957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022419251,0.000100390396,0.00009998738,0.00015547477,0.00006095437,0.00004702657,0.00024328261,0.00006238406,0.00011218562],"category_scores_gemma":[0.00023510559,0.00007933267,0.00013397072,0.00048563856,0.0000208832,0.000039954895,0.00003595947,0.00009231543,0.00003780519],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000027897988,0.000003053131,0.000029205983,0.00001939845,0.00016501431,2.7349498e-7,0.00006973505,0.9896049,0.00015151237,0.0077101593,0.00096932694,0.0012746372],"study_design_scores_gemma":[0.000101859645,0.000008138777,0.0012907068,0.000007486945,0.00008089131,6.6402447e-7,0.000022061502,0.9641488,0.000112397065,0.0011931169,0.032934703,0.00009912925],"about_ca_topic_score_codex":0.000009994137,"about_ca_topic_score_gemma":0.000023085495,"teacher_disagreement_score":0.9039264,"about_ca_system_score_codex":0.00005478834,"about_ca_system_score_gemma":0.0000070565943,"threshold_uncertainty_score":0.32350925},"labels":[],"label_agreement":null},{"id":"W4386417384","doi":"10.1680/jgein.23.00056","title":"Filtration behaviour of staple fibre geotextiles under unequal biaxial tensile strains","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geotextile; Materials science; Ultimate tensile strength; Geosynthetics; Clogging; Composite material; Tensile strain; Filtration (mathematics); Permeability (electromagnetism); Geotechnical engineering; Membrane; Geology; Mathematics; Chemistry","score_opus":0.0163456083211435,"score_gpt":0.23350219017617257,"score_spread":0.21715658185502906,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386417384","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9659163,0.00001732484,0.02967188,0.00020333886,0.0010541027,0.000102390164,0.0003323109,0.0006919002,0.0020104896],"genre_scores_gemma":[0.99907154,0.000038819217,0.00021457073,0.000007163542,0.00009593958,0.000010209376,0.00030040334,0.000028473454,0.00023289715],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99912417,0.000009982662,0.00026526206,0.00013033222,0.00029736664,0.00017288871],"domain_scores_gemma":[0.99962,0.000047137422,0.00003248996,0.00015202875,0.000104597726,0.000043744938],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012629386,0.00011327843,0.00011375953,0.00015878153,0.00003064659,0.000023700095,0.00016349979,0.000104598264,0.00020080913],"category_scores_gemma":[0.00008540029,0.0001228636,0.00006579797,0.0002003131,0.000037501955,0.0000740637,0.000035091205,0.000121778794,0.000051388703],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000021593241,0.000020870944,0.00008468327,0.000017430075,0.00001829776,0.0000016425487,0.00011655803,0.9844239,0.007333405,0.005024561,0.0004988601,0.002457666],"study_design_scores_gemma":[0.00019690259,0.00003336527,0.013746169,0.00003568115,0.000012909414,0.0000034015134,0.00021294774,0.9788754,0.0035647745,0.0014598026,0.0016814976,0.00017717414],"about_ca_topic_score_codex":0.000023317087,"about_ca_topic_score_gemma":0.000025644184,"teacher_disagreement_score":0.033155262,"about_ca_system_score_codex":0.000045868215,"about_ca_system_score_gemma":0.000016889622,"threshold_uncertainty_score":0.50102323},"labels":[],"label_agreement":null},{"id":"W4386593951","doi":"10.18280/acsm.470404","title":"Numerical Analysis of Geogrids and Recycled Concrete Aggregate for Stabilizing Road Embankments","year":2023,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Levee; Aggregate (composite); Durability; Geotechnical engineering; Settlement (finance); Environmental science; Civil engineering; Engineering; Computer science; Materials science","score_opus":0.02631958188845751,"score_gpt":0.2704502197835013,"score_spread":0.2441306378950438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386593951","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9511742,0.00020578368,0.04787587,0.000032436146,0.00007819846,0.00010253198,0.00002214698,0.00033097438,0.00017788161],"genre_scores_gemma":[0.99770874,0.00031072082,0.0018770685,0.000012472034,0.000013617926,0.000026907945,0.00001851332,0.000016251928,0.00001573496],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989229,0.00001266724,0.00023773541,0.00022827159,0.00020711684,0.0003913032],"domain_scores_gemma":[0.999447,0.00010166338,0.000037903974,0.00019239749,0.000089453286,0.00013157037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060557446,0.00011939646,0.00025025036,0.00043004268,0.000122725,0.00005007751,0.00019188848,0.000053921383,0.000007890908],"category_scores_gemma":[0.00032041507,0.00011656004,0.000089136505,0.0022666424,0.00026660349,0.00016698864,0.00004240174,0.00006143984,0.0000027279066],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012363152,0.0000057726206,0.0024525302,0.00019844293,0.0001467129,0.0000016963825,0.00065723207,0.9527033,0.025271684,0.00067007745,0.000054928238,0.017825242],"study_design_scores_gemma":[0.00013803494,0.000037444985,0.045424443,0.000032115502,0.000085099055,0.0000013693464,0.00008743836,0.95005906,0.0033350743,0.0005120902,0.00015679577,0.00013101434],"about_ca_topic_score_codex":0.00003394878,"about_ca_topic_score_gemma":0.0000044397775,"teacher_disagreement_score":0.046534535,"about_ca_system_score_codex":0.000055268283,"about_ca_system_score_gemma":0.000030018768,"threshold_uncertainty_score":0.47531807},"labels":[],"label_agreement":null},{"id":"W4386605287","doi":"10.1201/9781003386889-85","title":"Durability of geogrid reinforcement from a sloped retaining wall after 25 years in-service","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Statens vegvesen","keywords":"Geogrid; Reinforcement; Durability; Geotechnical engineering; Service (business); Materials science; Geology; Structural engineering; Engineering; Composite material; Business; Marketing","score_opus":0.013129686186209329,"score_gpt":0.18590201826948094,"score_spread":0.1727723320832716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386605287","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18665898,0.001010403,0.010751313,0.00036582787,0.0016264793,0.0021444394,0.00025787958,0.005099807,0.7920849],"genre_scores_gemma":[0.9693848,0.00030612777,0.0003586935,0.00006703292,0.00006576257,0.000060561288,0.0002273545,0.00016782772,0.02936187],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99865514,0.0000053697067,0.00059567334,0.00026925295,0.00025605276,0.00021852633],"domain_scores_gemma":[0.9992648,0.00009047496,0.00004968392,0.0004707583,0.00006026318,0.00006404522],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00017686072,0.0002667891,0.0004210134,0.00016209856,0.000007136851,0.00001222445,0.0001701016,0.0003914044,0.0004824969],"category_scores_gemma":[0.000036057907,0.00028890077,0.00010617961,0.00010104839,0.000018831468,0.000049294744,0.000089362904,0.00037301405,0.00011868597],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021745287,0.0000070144883,0.00010853013,0.00047800847,0.000090900045,0.000020512167,0.00035739655,0.9910444,0.00007418589,0.0046469974,0.000103681785,0.0030466474],"study_design_scores_gemma":[0.0014353411,0.00012794907,0.031782493,0.002310043,0.00017485107,0.0000016108485,0.000060858554,0.8819181,0.00017164816,0.010142201,0.0697929,0.0020820445],"about_ca_topic_score_codex":0.0004734343,"about_ca_topic_score_gemma":0.0005813002,"teacher_disagreement_score":0.7827258,"about_ca_system_score_codex":0.00012031713,"about_ca_system_score_gemma":0.000017416925,"threshold_uncertainty_score":0.9999563},"labels":[],"label_agreement":null},{"id":"W4386605290","doi":"10.1201/9781003386889-117","title":"Short-term thermo-mechanical numerical modelling of reinforced soil walls with polyester strap reinforcements","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Universitat Politècnica de Catalunya; Ministerio de Economía y Competitividad","keywords":"Materials science; Term (time); Polyester; Reinforcement; Composite material; Structural engineering; Geotechnical engineering; Engineering; Physics","score_opus":0.0283906784283816,"score_gpt":0.20366802761628836,"score_spread":0.17527734918790674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386605290","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0011838154,0.00003607126,0.80987644,0.0000115765215,0.00024897113,0.00044122248,0.00002674998,0.0016178499,0.18655732],"genre_scores_gemma":[0.8532623,0.00022944123,0.00056152587,0.000013731407,0.00008994304,0.000026356889,0.00016895533,0.0003338138,0.14531392],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99801993,0.0000044849453,0.000714149,0.00033757594,0.0005335988,0.00039028644],"domain_scores_gemma":[0.9990729,0.00006191779,0.00006819882,0.00055288966,0.000084403335,0.00015966615],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012054336,0.0005162929,0.0006184289,0.0001822085,0.00003227356,0.00002991861,0.00027124197,0.00059311336,0.00018361845],"category_scores_gemma":[0.0000063039106,0.00044123406,0.00019207198,0.00008745739,0.000042475927,0.00009724008,0.00006876838,0.00054669083,0.00006113498],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018639268,0.0000029928328,5.871153e-7,0.00021020473,0.0001464238,0.00000915242,0.00003094119,0.9680727,0.00019216692,0.030149568,0.000034791323,0.0011317977],"study_design_scores_gemma":[0.00024295776,0.00014265977,0.0000054633188,0.00039735576,0.00008385262,0.000006129155,0.0000064006954,0.99723995,0.00053565466,0.00042626917,0.00033485272,0.00057844503],"about_ca_topic_score_codex":0.000016102531,"about_ca_topic_score_gemma":0.0000038450544,"teacher_disagreement_score":0.8520785,"about_ca_system_score_codex":0.00008364575,"about_ca_system_score_gemma":0.000026289068,"threshold_uncertainty_score":0.99980396},"labels":[],"label_agreement":null},{"id":"W4386605316","doi":"10.1201/9781003386889-248","title":"Migrating to probabilistic internal stability analysis and design of reinforced soil walls","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Probabilistic logic; Stability (learning theory); Geotechnical engineering; Structural engineering; Computer science; Geology; Engineering; Artificial intelligence; Machine learning","score_opus":0.022002207758161814,"score_gpt":0.20475462616490905,"score_spread":0.18275241840674725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386605316","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0032653606,0.000047651974,0.9642965,0.000018355955,0.0001240937,0.00058618037,0.00003862402,0.0010004911,0.030622719],"genre_scores_gemma":[0.8876671,0.00014799216,0.0059538437,0.00001621444,0.000067808876,0.00006990687,0.00008835974,0.00021448426,0.1057743],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99877113,0.000008933958,0.0005461545,0.00027420282,0.00021749953,0.00018208874],"domain_scores_gemma":[0.99914664,0.00024102378,0.00005404118,0.00034000157,0.00010058878,0.00011772343],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00032664597,0.00027160352,0.00052906136,0.00031359345,0.000019365478,0.000024625044,0.00012939441,0.00024057592,0.00010224175],"category_scores_gemma":[0.0002506464,0.00026072835,0.00013838959,0.00021039674,0.00003510819,0.000034826506,0.000067223795,0.00022524921,0.000014059859],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000053384224,0.0000014112106,0.0000046211703,0.00030060482,0.0002458268,0.0000011155353,0.000115812036,0.993733,0.0005574478,0.0038147552,0.000038392012,0.0011816733],"study_design_scores_gemma":[0.00007630532,0.000069299196,0.00010438701,0.00014581913,0.0003061796,6.9754674e-7,0.0000115416115,0.996996,0.00069777574,0.0011718918,0.00009466735,0.00032547957],"about_ca_topic_score_codex":0.000090353715,"about_ca_topic_score_gemma":0.00016800368,"teacher_disagreement_score":0.9583427,"about_ca_system_score_codex":0.00008210045,"about_ca_system_score_gemma":0.000015855141,"threshold_uncertainty_score":0.9999845},"labels":[],"label_agreement":null},{"id":"W4386605432","doi":"10.1201/9781003386889-59","title":"A practical isochronous stiffness model for analysis and design of reinforced soil structures","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Structural engineering; Geotechnical engineering; Mathematics; Geology; Engineering","score_opus":0.04140035799479057,"score_gpt":0.2557561606042703,"score_spread":0.21435580260947973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386605432","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000041511412,0.00003461728,0.995204,0.000012170078,0.000046915295,0.0002724512,0.000041682375,0.00044047236,0.0039061813],"genre_scores_gemma":[0.5885707,0.0011371063,0.082442306,0.0000284468,0.00016460956,0.00019161949,0.00051186257,0.00060730794,0.32634604],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991723,0.000002741677,0.0003286687,0.00019469317,0.00014782681,0.00015382566],"domain_scores_gemma":[0.99934316,0.00023611083,0.00005298742,0.00022259381,0.000081167746,0.00006401179],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011233491,0.00022931193,0.00047222213,0.00024896517,0.000023296914,0.000018036515,0.00006553706,0.00037702703,0.000022981238],"category_scores_gemma":[0.00009652031,0.00021745099,0.00013621729,0.00008265362,0.00003570806,0.000041425174,0.000025576157,0.00016636889,0.000001498423],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010450077,8.011884e-7,3.9998543e-8,0.00025000758,0.000383207,6.3594456e-7,0.000032052543,0.9260935,0.00010127136,0.07225746,0.00014923533,0.0007213359],"study_design_scores_gemma":[0.00014013576,0.000023056362,0.000005718779,0.000021927495,0.0005938036,0.0000010528828,0.0000037057819,0.9918776,0.00005751823,0.0070066415,0.0000433395,0.00022548958],"about_ca_topic_score_codex":0.000008923882,"about_ca_topic_score_gemma":0.000013083902,"teacher_disagreement_score":0.9127617,"about_ca_system_score_codex":0.00003449146,"about_ca_system_score_gemma":0.000032909844,"threshold_uncertainty_score":0.8867394},"labels":[],"label_agreement":null},{"id":"W4386605451","doi":"10.1201/9781003386889-71","title":"Laboratory testing of geosynthetics-reinforced soils under freeze-thaw cycles and mechanical plate loading","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Geosynthetics; Geotechnical engineering; Soil water; Geology; Materials science; Soil science","score_opus":0.01989252581886827,"score_gpt":0.19825579213641356,"score_spread":0.1783632663175453,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386605451","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.022638556,0.0016692743,0.2778368,0.00015912128,0.0023894918,0.0016072671,0.0007604984,0.015585624,0.6773534],"genre_scores_gemma":[0.91141903,0.0009952278,0.005565702,0.00005352888,0.00030544127,0.00003158681,0.00012485708,0.0008840497,0.0806206],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879277,0.000004787883,0.0004705692,0.00024865838,0.00022687014,0.00025632905],"domain_scores_gemma":[0.99911225,0.00033155095,0.000068625224,0.0002839283,0.0000895188,0.000114124916],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00019180348,0.00033501408,0.00044044378,0.00017493367,0.000039770755,0.000027038384,0.00012968555,0.0005272632,0.000062981984],"category_scores_gemma":[0.00013976348,0.00034406636,0.00007159389,0.00008960344,0.00005794401,0.000058706963,0.00008714244,0.00039742843,0.00003279573],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000024399194,0.0000019216766,0.0000021752871,0.0004941078,0.000094561416,0.0000065352037,0.000025664218,0.7949356,0.006883272,0.19546142,0.00011035021,0.001981963],"study_design_scores_gemma":[0.00038370086,0.000088538225,0.000104730374,0.0012729778,0.00014678466,0.000010190849,0.00004500245,0.9701227,0.008159847,0.017273158,0.0012914843,0.0011009114],"about_ca_topic_score_codex":0.000032357148,"about_ca_topic_score_gemma":0.00002099245,"teacher_disagreement_score":0.8887805,"about_ca_system_score_codex":0.00004008086,"about_ca_system_score_gemma":0.000023127148,"threshold_uncertainty_score":0.9999011},"labels":[],"label_agreement":null},{"id":"W4386606644","doi":"10.1201/9781003386889-238","title":"Simplified approach to analyse global stability of reinforced soil walls","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Stability (learning theory); Geotechnical engineering; Geology; Structural engineering; Computer science; Engineering; Machine learning","score_opus":0.02497476758046261,"score_gpt":0.21582717666067225,"score_spread":0.19085240908020965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386606644","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0011866416,0.000029483179,0.09876141,0.000013091358,0.00020981734,0.00041211233,0.00013072389,0.0018086431,0.89744806],"genre_scores_gemma":[0.8614831,0.000099088415,0.0017881511,0.000039347502,0.00013598271,0.000058522237,0.0004794823,0.00027050954,0.13564585],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99847084,0.0000048752227,0.0005923215,0.00032792334,0.00033333525,0.00027067555],"domain_scores_gemma":[0.99895716,0.000050827904,0.000046911107,0.000656012,0.00011262572,0.00017647614],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020556827,0.0003531409,0.000566617,0.00012192822,0.000018840889,0.000017328826,0.0002531331,0.00047339193,0.000091307025],"category_scores_gemma":[0.000090449605,0.00034973203,0.00021647001,0.00020371104,0.00003167187,0.000037246893,0.00008974019,0.00024524043,0.000103687635],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005640384,0.0000042732017,0.0000018337269,0.00034833062,0.00008369586,6.2693346e-7,0.000030528554,0.9371597,0.00015275108,0.060929094,0.00048314928,0.00080034806],"study_design_scores_gemma":[0.0003550213,0.00009444948,0.00019237895,0.00014927101,0.0001645344,0.000002495024,0.000048392907,0.9875114,0.00078260055,0.0047860127,0.0047393534,0.0011740852],"about_ca_topic_score_codex":0.000063477266,"about_ca_topic_score_gemma":0.000036256122,"teacher_disagreement_score":0.8602964,"about_ca_system_score_codex":0.00020364196,"about_ca_system_score_gemma":0.000029872648,"threshold_uncertainty_score":0.99989545},"labels":[],"label_agreement":null},{"id":"W4386606711","doi":"10.1201/9781003386889-240","title":"Stabilizing green steep slope around tunnel portal using polymeric alloy geocell","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Materials science; Geotechnical engineering; Geology; Composite material","score_opus":0.02726146860999362,"score_gpt":0.20528422273777397,"score_spread":0.17802275412778035,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386606711","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007399982,0.0018316313,0.030392714,0.0000547236,0.0028888278,0.0009739235,0.00018099751,0.010268488,0.94600874],"genre_scores_gemma":[0.33034933,0.0008964265,0.001849486,0.00007107225,0.0010766434,0.000034025314,0.00057208433,0.0015914458,0.6635595],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979032,0.0000069028792,0.0006325678,0.0004909387,0.00042879482,0.000537597],"domain_scores_gemma":[0.99901986,0.00008470357,0.00008018599,0.00055303,0.00006597796,0.00019622622],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00016208053,0.00063218275,0.0005938639,0.000302139,0.00008198535,0.000069399546,0.00027242105,0.0006328655,0.00047804747],"category_scores_gemma":[0.000021542304,0.0006813451,0.0002427685,0.00015187896,0.000056284003,0.0001351533,0.00011492635,0.0006343387,0.00025202514],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004167859,0.000011446028,0.000009392071,0.00054566655,0.0001922032,0.00008803002,0.00007830939,0.975342,0.0017792962,0.017635295,0.00031549708,0.0039986935],"study_design_scores_gemma":[0.00037505967,0.00007492077,0.00005462029,0.00043303767,0.00022208931,0.000054673914,0.0001107262,0.9658438,0.00013247345,0.0037864544,0.02683947,0.0020726922],"about_ca_topic_score_codex":0.00024811382,"about_ca_topic_score_gemma":0.00015802249,"teacher_disagreement_score":0.32294935,"about_ca_system_score_codex":0.00017087185,"about_ca_system_score_gemma":0.000044937155,"threshold_uncertainty_score":0.99956375},"labels":[],"label_agreement":null},{"id":"W4386781331","doi":"10.3390/app131810327","title":"Construction of Geosynthetic–Reinforced Pavements and Evaluation of Their Impacts","year":2023,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geogrid; Geosynthetics; Subgrade; Geotechnical engineering; Asphalt; Geomembrane; Geotextile; Rut; Reinforcement; Engineering; Materials science; Structural engineering; Composite material","score_opus":0.022977495525895612,"score_gpt":0.24189614450481842,"score_spread":0.2189186489789228,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386781331","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9966195,0.000024876077,0.00097364513,0.0000066463185,0.000056432855,0.0000966548,0.0000023527327,0.000086029504,0.0021338114],"genre_scores_gemma":[0.99981123,0.00003204193,0.00013758222,9.007294e-7,0.000003932503,0.000007614859,0.0000023826017,0.0000029403786,0.0000013591084],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995066,0.0000052273926,0.00012463181,0.00006392695,0.00021740957,0.00008219619],"domain_scores_gemma":[0.99982876,0.000038533475,0.00002521516,0.00005826338,0.00003064135,0.000018619687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006160095,0.00004371725,0.00007175551,0.000084389656,0.000026650687,0.0000058454384,0.00004809468,0.000027240003,0.0000073037045],"category_scores_gemma":[0.000030759973,0.000036258647,0.000009987087,0.0003818241,0.000114433504,0.000039319893,0.000011759941,0.000021417929,0.0000013864146],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[6.361021e-7,0.0000011828092,0.00006614187,0.00003664795,0.000004441171,7.867022e-9,0.00021108071,0.8987039,0.0813033,0.0046975417,0.0000041936064,0.014970977],"study_design_scores_gemma":[0.00012123607,0.000017590462,0.003936795,0.000016259386,0.0000079920555,3.6865492e-7,0.00038408933,0.92319393,0.07053653,0.0017255675,0.000011995008,0.000047631765],"about_ca_topic_score_codex":0.000005482441,"about_ca_topic_score_gemma":0.0000011216084,"teacher_disagreement_score":0.024490096,"about_ca_system_score_codex":0.00000813153,"about_ca_system_score_gemma":0.000011716928,"threshold_uncertainty_score":0.14785847},"labels":[],"label_agreement":null},{"id":"W4386834016","doi":"10.1680/jgein.22.00359","title":"Durability of geogrid in a sloped reinforced soil wall after 25 years in service","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Serviceability (structure); Geogrid; Durability; Geosynthetics; Geotechnical engineering; Mechanically stabilized earth; Reinforcement; Limit state design; Geotextile; Creep; Structural engineering; Deflection (physics); Retaining wall; Geology; Materials science; Engineering; Composite material","score_opus":0.006747122902205357,"score_gpt":0.20488056868761378,"score_spread":0.19813344578540842,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386834016","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99774694,0.000012966954,0.00036508712,0.00025404096,0.00027828067,0.00008217276,0.000020759308,0.00016452423,0.0010752281],"genre_scores_gemma":[0.99966353,0.000048236117,0.00007774278,0.000022991657,0.000016773572,0.000033909746,0.000033536955,0.00001663821,0.0000866232],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991853,0.000011137354,0.0003178825,0.0001225594,0.0001961234,0.00016698278],"domain_scores_gemma":[0.99968374,0.00005388817,0.000019656803,0.00016178684,0.000053260206,0.000027669103],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002451175,0.00008709247,0.00012193754,0.000246422,0.0000042258953,0.000009599634,0.00017372075,0.00008956419,0.00008900934],"category_scores_gemma":[0.00013441527,0.00010112485,0.000036176643,0.00042521683,0.000016301512,0.000057795118,0.00005457713,0.00015060834,0.00004762896],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011152091,0.000012570768,0.00193412,0.000052064763,0.000005598652,0.0000066756024,0.00032714335,0.99567765,0.0006495597,0.00035554724,0.000017026605,0.000950878],"study_design_scores_gemma":[0.00025641263,0.0000062482404,0.14251494,0.00006707143,0.0000017470636,0.000001108373,0.000027864782,0.85529923,0.0003049963,0.0003271536,0.0010913718,0.00010187109],"about_ca_topic_score_codex":0.00017056138,"about_ca_topic_score_gemma":0.00050300424,"teacher_disagreement_score":0.14058082,"about_ca_system_score_codex":0.00008685803,"about_ca_system_score_gemma":0.000011673266,"threshold_uncertainty_score":0.41237518},"labels":[],"label_agreement":null},{"id":"W4386915540","doi":"10.1139/cgj-2022-0528","title":"Investigation of thermal and strength characteristics of a natural backfill composite inspired by synergistic biochar–biopolymer amendment of clay loam","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Indian Institute of Technology Guwahati","keywords":"Biochar; Biopolymer; Loam; Cementation (geology); Materials science; Composite material; Composite number; Geotechnical engineering; Soil water; Cement; Waste management; Environmental science; Geology; Soil science; Polymer; Pyrolysis; Engineering","score_opus":0.00716264957599527,"score_gpt":0.18340568477671107,"score_spread":0.1762430352007158,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386915540","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99796236,0.00035936185,0.0010533906,0.000111019406,0.00015639544,0.000084859836,0.0001891561,0.000065785294,0.000017700151],"genre_scores_gemma":[0.99962336,0.00013574105,0.00007749085,0.000014798962,0.000029388877,0.000002909285,0.00007946693,0.000023191289,0.000013636341],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99889797,0.000025499246,0.0005327428,0.00010445979,0.00018883898,0.00025048948],"domain_scores_gemma":[0.99928653,0.00006103602,0.0001220491,0.00014158212,0.00008720193,0.00030161045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018078653,0.00014005088,0.0002920386,0.00026312214,0.00003772875,0.000013569182,0.00014382596,0.0001569129,0.000019974637],"category_scores_gemma":[0.00008177167,0.00013750962,0.00006133838,0.0003764763,0.00015767067,0.00005822884,0.000021755379,0.00030924202,0.000001536377],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011150726,0.000010774624,0.00060355087,0.00021071144,0.00006356825,0.000009204707,0.00011186695,0.055652108,0.9365338,0.00018560539,0.0004572213,0.0061504133],"study_design_scores_gemma":[0.0012548217,0.00034701318,0.09357026,0.0008426832,0.00015533646,0.000049625156,0.00010793173,0.5664428,0.33553332,0.00022117117,0.0007353619,0.00073969824],"about_ca_topic_score_codex":0.0023704001,"about_ca_topic_score_gemma":0.00033109586,"teacher_disagreement_score":0.6010005,"about_ca_system_score_codex":0.00008140099,"about_ca_system_score_gemma":0.00007939863,"threshold_uncertainty_score":0.560748},"labels":[],"label_agreement":null},{"id":"W4387500023","doi":"10.1007/s10706-023-02652-w","title":"Earth Pressure of Partially Saturated Over-Consolidated Collapsible Soils","year":2023,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada); Concordia University","funders":"","keywords":"Degree of saturation; Lateral earth pressure; Consolidation (business); Geotechnical engineering; Saturation (graph theory); Hydrogeology; Soil water; Water table; Geology; Groundwater; Environmental science; Soil science; Mathematics","score_opus":0.008745253776274076,"score_gpt":0.19689442458481426,"score_spread":0.18814917080854018,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387500023","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9821579,0.00065772486,0.012002092,0.000103745435,0.00021648878,0.00028267066,0.000032843487,0.0042515993,0.00029493525],"genre_scores_gemma":[0.9991425,0.0003269691,0.00026822812,0.000011895742,0.000041378895,0.000038360835,0.00003477019,0.000031905976,0.00010398657],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99859697,0.000015979676,0.00041664529,0.0002745882,0.00020931436,0.0004864968],"domain_scores_gemma":[0.99933153,0.00016160175,0.00002906529,0.0002567303,0.000049030605,0.0001720215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002053771,0.00025209168,0.00040196345,0.00015598832,0.000043871158,0.000023740538,0.00016951888,0.0003882897,0.00006198059],"category_scores_gemma":[0.00029068266,0.0002233048,0.00007871359,0.0009569787,0.00007951833,0.00008312422,0.000119157194,0.00037667056,0.000019660058],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009368244,0.000014144755,0.00004935509,0.00015833479,0.000036125188,0.000009210825,0.0000140178045,0.97835845,0.018604027,0.0015274266,0.00015076659,0.0010687527],"study_design_scores_gemma":[0.00030873745,0.00008545455,0.019497966,0.000054987537,0.000027665352,0.0000092085465,0.0000054026004,0.9677128,0.0030687011,0.00023260147,0.0087142885,0.00028218038],"about_ca_topic_score_codex":0.000011724243,"about_ca_topic_score_gemma":0.0000023059995,"teacher_disagreement_score":0.019448612,"about_ca_system_score_codex":0.000008714116,"about_ca_system_score_gemma":0.000009904749,"threshold_uncertainty_score":0.9106105},"labels":[],"label_agreement":null},{"id":"W4387735467","doi":"10.1139/cgj-2023-0174","title":"Theoretical and field investigation into the vacuum formation in the siphon-vacuum drainage system for soft ground improvement","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Geotechnical engineering; Drainage; Field (mathematics); Engineering; Geology; Mathematics; Ecology","score_opus":0.006261163676166812,"score_gpt":0.19171778687867944,"score_spread":0.18545662320251263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387735467","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76652914,0.0003264582,0.2056933,0.024233595,0.0008065739,0.0014863653,0.000018701605,0.00059109635,0.00031479477],"genre_scores_gemma":[0.99927217,0.0000382367,0.00007406281,0.00034829657,0.00012518882,0.000102353064,0.000013237026,0.000019997746,0.0000064626156],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99895567,0.000046090754,0.000334003,0.000114799106,0.00018021007,0.00036924702],"domain_scores_gemma":[0.9991912,0.0003538729,0.00003087593,0.00018624488,0.0000421027,0.00019565319],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001194152,0.000130977,0.0001254598,0.00017561829,0.0002768025,0.00016950765,0.00026360698,0.00017743601,0.0000056012786],"category_scores_gemma":[0.00023169832,0.00008702841,0.000057450517,0.00040206555,0.000074063384,0.00013620906,0.000021836813,0.0005044052,0.000004862951],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031034786,0.000017619488,0.00002996357,0.0008425906,0.000062979976,0.00010228937,0.0074173817,0.5690941,0.007753736,0.3289837,0.0072584082,0.07840615],"study_design_scores_gemma":[0.00028852792,0.00011284354,0.0007166056,0.00009290312,0.000019512978,0.0001084152,0.0013839805,0.9607331,0.00032362202,0.033586066,0.0024702337,0.00016415058],"about_ca_topic_score_codex":0.00079228467,"about_ca_topic_score_gemma":0.0016293752,"teacher_disagreement_score":0.391639,"about_ca_system_score_codex":0.00029432515,"about_ca_system_score_gemma":0.00004936135,"threshold_uncertainty_score":0.35489157},"labels":[],"label_agreement":null},{"id":"W4388112504","doi":"10.1007/s40891-023-00492-5","title":"Shear Strength Behavior of Soft Clay Reinforced with Ordinary and Geotextile-Encased Granular Columns","year":2023,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geotextile; Geotechnical engineering; Materials science; Shear strength (soil); Shear (geology); Shear stress; Composite material; Stiffness; Direct shear test; Geology; Soil water","score_opus":0.005805257568498345,"score_gpt":0.19988179759516495,"score_spread":0.1940765400266666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388112504","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96840185,0.00020917517,0.03082446,0.000051527495,0.00031004724,0.000061023136,0.000016229818,0.00009066483,0.000035000423],"genre_scores_gemma":[0.9985787,0.00032963583,0.00096060353,0.0000027815556,0.0000633931,0.0000040228992,0.000008000831,0.000030334648,0.000022509732],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991254,0.000005284767,0.00034377046,0.00008563295,0.00028598675,0.00015390654],"domain_scores_gemma":[0.9995085,0.000099116485,0.000064791304,0.000083934465,0.00015031171,0.00009336183],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018141685,0.00013804034,0.00020800783,0.00026084256,0.000023015718,0.000046764413,0.00012825389,0.00007555582,0.00000782936],"category_scores_gemma":[0.00005878675,0.00012768552,0.000048135094,0.00015973505,0.000037283462,0.00014057865,0.000033781682,0.00018788296,6.8196965e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000190403,0.000012436596,0.00013570774,0.00008093022,0.00007707344,0.00006496171,0.00013522067,0.98433757,0.007344068,0.00055320497,0.000013240896,0.0072265193],"study_design_scores_gemma":[0.0006253628,0.00020071266,0.013123419,0.00026801162,0.000062430234,0.00033197546,0.00008196232,0.9821581,0.0015113216,0.000060468134,0.0013620349,0.00021418113],"about_ca_topic_score_codex":0.000014089579,"about_ca_topic_score_gemma":0.0000015543324,"teacher_disagreement_score":0.030176846,"about_ca_system_score_codex":0.00003124952,"about_ca_system_score_gemma":0.000014399515,"threshold_uncertainty_score":0.52068645},"labels":[],"label_agreement":null},{"id":"W4388187025","doi":"10.18280/mmep.100528","title":"Experimental and Theoretical Study to Evaluate the Previous Studies for Expansive Soils","year":2023,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Expansive clay; Expansive; Soil water; Geotechnical engineering; Geology; Environmental science; Soil science; Physics; Thermodynamics","score_opus":0.0419658996057586,"score_gpt":0.28074329621162303,"score_spread":0.23877739660586444,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388187025","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5920818,0.0007102197,0.40557325,0.0000977969,0.000079241,0.0008054026,0.0000022014885,0.0006322445,0.000017882885],"genre_scores_gemma":[0.99690807,0.00008667747,0.0022238751,0.000009039968,0.00003898895,0.0006561442,0.0000017102907,0.000056560297,0.000018932458],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989929,0.000013555174,0.00027882433,0.0002294977,0.00016243893,0.00032277525],"domain_scores_gemma":[0.99923635,0.00041967092,0.000007757997,0.00018317929,0.000041714327,0.00011133071],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050397695,0.00021782953,0.0002881905,0.000077393546,0.00010022713,0.00006273918,0.00009092856,0.00005001216,0.000001811697],"category_scores_gemma":[0.00015815432,0.000154238,0.00003782593,0.00019712016,0.000049411236,0.000043109252,0.0000706235,0.000128625,0.0000078919575],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000030918675,0.00002783894,8.410569e-7,0.0004156974,0.00005702855,6.919824e-7,0.006458662,0.97718865,0.0007188608,0.014828335,0.000027263872,0.0002730397],"study_design_scores_gemma":[0.00024126985,0.00016400756,0.000008700808,0.0001373266,0.000039568586,0.000004480181,0.0010802316,0.98834443,0.00030911504,0.009432323,0.00004264323,0.00019588869],"about_ca_topic_score_codex":8.7775766e-7,"about_ca_topic_score_gemma":1.387529e-7,"teacher_disagreement_score":0.4048263,"about_ca_system_score_codex":0.000023747742,"about_ca_system_score_gemma":0.0000027081728,"threshold_uncertainty_score":0.62896436},"labels":[],"label_agreement":null},{"id":"W4388644039","doi":"10.1016/j.conbuildmat.2023.134042","title":"Study on mechanical properties and microstructure of porous organic polymer reinforced low-grade sand under wetting–drying cycles","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"National Natural Science Foundation of China","keywords":"Materials science; Microstructure; Porosity; Wetting; Composite material; Polymer; Scanning electron microscope; Macropore; Mesoporous material; Chemistry","score_opus":0.016451303831048262,"score_gpt":0.21584909528220902,"score_spread":0.19939779145116077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388644039","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99857223,0.000061710554,0.00030012635,0.000031836295,0.00042503205,0.00018012586,0.0000074154623,0.0004107056,0.000010823308],"genre_scores_gemma":[0.999726,0.000058682843,0.000111730624,0.000008340469,0.000045203953,0.000007890676,0.000004489101,0.000027554614,0.000010088711],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992677,0.000025124089,0.0002797788,0.0001695835,0.00010109824,0.00015669629],"domain_scores_gemma":[0.99975,0.000028601644,0.000043817636,0.00011293022,0.000020211819,0.00004443864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014824545,0.00014774805,0.00023496304,0.000117152835,0.00008244617,0.00006481885,0.000045568824,0.00010597154,0.000016868458],"category_scores_gemma":[0.000046256882,0.0001276379,0.000015366804,0.00016194329,0.00006139354,0.00006336131,0.00004086372,0.00007781739,0.0000013990972],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011505505,0.0000037331777,0.00005354669,0.0001282267,0.00002281996,0.0000010958472,0.00016085127,0.006285452,0.9918403,0.00082127424,0.0000044307294,0.00066673954],"study_design_scores_gemma":[0.00040358512,0.000048628626,0.0025067513,0.00012065404,0.000021161275,0.00003558685,0.00065195136,0.0009916978,0.9949134,0.00014663895,0.000005022547,0.00015492576],"about_ca_topic_score_codex":0.000009101204,"about_ca_topic_score_gemma":5.2785765e-7,"teacher_disagreement_score":0.005293754,"about_ca_system_score_codex":0.000015808802,"about_ca_system_score_gemma":0.000006125714,"threshold_uncertainty_score":0.52049226},"labels":[],"label_agreement":null},{"id":"W4388701579","doi":"10.1007/s40891-023-00506-2","title":"Soil-Reinforcement Interaction of a Geogrid–Geotextile Composite","year":2023,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba; Hatch (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; University of Manitoba","keywords":"Geogrid; Geotextile; Subgrade; Geosynthetics; Geotechnical engineering; Composite number; Reinforcement; Materials science; Shear strength (soil); Composite material; Geology; Soil water","score_opus":0.007285287349655007,"score_gpt":0.21506463644368365,"score_spread":0.20777934909402865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388701579","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9395209,0.00019044246,0.05833307,0.0001143865,0.0014995026,0.00003969211,0.0000072724793,0.00011016699,0.00018460193],"genre_scores_gemma":[0.998926,0.0006124338,0.00029522527,0.000005133474,0.00011632517,0.0000017367396,0.0000075149655,0.000019208866,0.000016413747],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99915797,0.000004180842,0.00039622895,0.000058025562,0.00025917267,0.00012445515],"domain_scores_gemma":[0.9995723,0.00007908775,0.0000733893,0.00006791011,0.00014803153,0.00005928824],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018185032,0.00010577431,0.00016080891,0.0003067311,0.000014236037,0.000036885023,0.00014659537,0.000051950832,0.000012643021],"category_scores_gemma":[0.000051096013,0.00010466436,0.00007375831,0.00013898079,0.000014943421,0.00014194277,0.000039684695,0.00015194301,0.0000036423426],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000075256853,0.000009238547,0.000031417992,0.0000502646,0.000092677146,0.000008429695,0.00013683403,0.9801692,0.010516027,0.00055767485,0.000038124523,0.008382595],"study_design_scores_gemma":[0.00025348176,0.00004965805,0.003100645,0.00018144083,0.000018538214,0.00007527372,0.0000577202,0.9880224,0.00329247,0.00015703334,0.0046762503,0.00011509505],"about_ca_topic_score_codex":0.000011233548,"about_ca_topic_score_gemma":0.0000011108282,"teacher_disagreement_score":0.05940514,"about_ca_system_score_codex":0.00004879245,"about_ca_system_score_gemma":0.000007731073,"threshold_uncertainty_score":0.42680886},"labels":[],"label_agreement":null},{"id":"W4388705393","doi":"10.1680/jgein.23.00070","title":"Evaluating stability of rigid-column-supported and geosynthetic-reinforced embankments","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geosynthetics; Centrifuge; Geotechnical engineering; Bending moment; Structural engineering; Factor of safety; Slip (aerodynamics); Geology; Engineering","score_opus":0.033284744918974866,"score_gpt":0.2865300800548341,"score_spread":0.25324533513585923,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388705393","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928527,0.000020487183,0.0033941525,0.000077929835,0.0005386584,0.00015496096,0.000064867054,0.0005111688,0.002385071],"genre_scores_gemma":[0.9991555,0.000053036772,0.0005117127,0.0000060386933,0.00002995799,0.00002233332,0.00006626481,0.000026479736,0.00012867445],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99882096,0.000017431064,0.00038095648,0.00017799504,0.00038844222,0.0002142254],"domain_scores_gemma":[0.99942076,0.0001125867,0.000049561706,0.00022230615,0.00012959201,0.000065208755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046918128,0.00013516888,0.0001623084,0.00015168496,0.000039846145,0.000025566516,0.0001785853,0.00009261295,0.0002428713],"category_scores_gemma":[0.00039364252,0.00014705904,0.000053963155,0.00021812828,0.0000659854,0.00007615989,0.0000816356,0.00012389672,0.000031369174],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014930764,0.000026776,0.0010822224,0.00015260188,0.000081643106,0.0000026410844,0.00043263764,0.9285849,0.050597098,0.002832803,0.000120902696,0.016070899],"study_design_scores_gemma":[0.00024939966,0.00003255276,0.0046836035,0.000043080898,0.000015092324,0.0000039834636,0.00006414678,0.98225516,0.011149603,0.00053752586,0.0008175978,0.00014827694],"about_ca_topic_score_codex":0.000018237877,"about_ca_topic_score_gemma":0.0000054731067,"teacher_disagreement_score":0.05367029,"about_ca_system_score_codex":0.00005349564,"about_ca_system_score_gemma":0.000015133634,"threshold_uncertainty_score":0.5996893},"labels":[],"label_agreement":null},{"id":"W4388830964","doi":"10.1680/jgein.23.00049","title":"Combined bearing capacity of footings on geogrid-reinforced granular fill over soft clay","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geogrid; Geotechnical engineering; Bearing capacity; Geosynthetics; Geotextile; Stiffness; Materials science; Ultimate tensile strength; Shallow foundation; Cohesion (chemistry); Reinforcement; Geology; Structural engineering; Engineering; Composite material; Physics","score_opus":0.011674799640500366,"score_gpt":0.20989616967707922,"score_spread":0.19822137003657886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388830964","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97894514,0.000005327455,0.015131302,0.00011967506,0.0009737422,0.000105363106,0.000062418854,0.0007389335,0.0039180773],"genre_scores_gemma":[0.9993841,0.000020460702,0.0001786574,0.000022513603,0.000057416848,0.000011511187,0.00007361798,0.000031698095,0.00022004439],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99900293,0.0000077830455,0.00028264616,0.00014244256,0.00035516414,0.00020902698],"domain_scores_gemma":[0.9995299,0.00010354255,0.000040791172,0.00019319188,0.00008017937,0.000052390395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001905182,0.00013828959,0.00014764398,0.00019186565,0.000036145066,0.000021462685,0.00022392733,0.00010845691,0.00011053564],"category_scores_gemma":[0.00023362204,0.00014751514,0.00009183655,0.00020306821,0.00003796674,0.00005428136,0.000053842567,0.00018963328,0.000060529135],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009118241,0.000011383709,0.0001988493,0.000038873113,0.000024693547,0.0000014132063,0.0001039553,0.9846242,0.0071728444,0.0067356103,0.00029106025,0.000787968],"study_design_scores_gemma":[0.00031105202,0.00004661455,0.004558414,0.000073962445,0.000008540807,0.000001299988,0.00001097467,0.97595626,0.015100853,0.00072129036,0.003039659,0.00017108675],"about_ca_topic_score_codex":0.000029022438,"about_ca_topic_score_gemma":0.0000021918247,"teacher_disagreement_score":0.020438919,"about_ca_system_score_codex":0.000057287965,"about_ca_system_score_gemma":0.000005813531,"threshold_uncertainty_score":0.60154927},"labels":[],"label_agreement":null},{"id":"W4389286807","doi":"10.3390/min13121515","title":"Effects of Sodium Nanoalginate and Lime on Swelling Properties of Expansive Soils","year":2023,"lang":"en","type":"article","venue":"Minerals","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Iran National Science Foundation; National Science Foundation","keywords":"Lime; Swelling; Atterberg limits; Expansive clay; Sodium; Shrinkage; Curing (chemistry); Chemistry; Water content; Materials science; Soil water; Mineralogy; Geotechnical engineering; Composite material; Metallurgy; Soil science; Geology","score_opus":0.009051803658621703,"score_gpt":0.18302217197810158,"score_spread":0.17397036831947987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389286807","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998548,0.0005572259,0.00027057633,0.000022440707,0.000088234556,0.00011250293,0.0000017092196,0.00021455603,0.00018476747],"genre_scores_gemma":[0.99954754,0.00017010618,0.000041122206,0.000004186658,0.000016235326,0.000016763306,0.000002034643,0.000018306642,0.0001836981],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995564,0.000009244512,0.00014774266,0.000080181395,0.00008496605,0.00012145579],"domain_scores_gemma":[0.9997802,0.000060761886,0.00001774197,0.00008627393,0.000028975703,0.000026066911],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000071683324,0.00008570229,0.00016732451,0.0000918287,0.000011601288,0.000004627788,0.00004249998,0.000053915268,0.0000012749495],"category_scores_gemma":[0.00007981521,0.00007363247,0.000027025999,0.00017103677,0.000024220935,0.000030631858,0.000013533661,0.0000533703,0.000005200159],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000033118804,0.000005152139,0.0000040300592,0.0007280264,0.000009691201,0.0000010613364,0.00025517392,0.30416563,0.6942307,0.00011019029,0.00006608595,0.0004209757],"study_design_scores_gemma":[0.00017389603,0.000060548307,0.0002404571,0.0002656703,0.000008794642,3.8000124e-7,0.00001962454,0.15345532,0.845518,0.00007315957,0.00010087414,0.00008327332],"about_ca_topic_score_codex":0.000014911202,"about_ca_topic_score_gemma":6.153923e-7,"teacher_disagreement_score":0.15128735,"about_ca_system_score_codex":0.000009194515,"about_ca_system_score_gemma":0.0000036728625,"threshold_uncertainty_score":0.3002645},"labels":[],"label_agreement":null},{"id":"W4389368981","doi":"10.1139/cgj-2022-0694","title":"The development of unit shaft resistance along driven piles in subsiding soil","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Innovationsfonden","keywords":"Geotechnical engineering; Precast concrete; Strain gauge; Geology; Pile; Asphalt; Dissipation; Coating; Pore water pressure; Materials science; Engineering; Structural engineering; Composite material","score_opus":0.014684753897153771,"score_gpt":0.20986497472493945,"score_spread":0.1951802208277857,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389368981","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9874188,0.0006348854,0.009458711,0.0007614042,0.00040701628,0.00017346547,0.000008774001,0.0003903998,0.0007465707],"genre_scores_gemma":[0.9993768,0.00017007565,0.00028356595,0.0000084829135,0.000039328308,0.000011308126,0.000004872478,0.000027764061,0.00007784937],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986602,0.000026365897,0.0005115183,0.00010363394,0.00020534551,0.00049291196],"domain_scores_gemma":[0.9993014,0.0001445145,0.000038152073,0.00017887123,0.00005508027,0.00028198678],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007398928,0.00012070307,0.00015980988,0.0003034189,0.00021863672,0.000046195684,0.0003384384,0.00014227784,0.000009156845],"category_scores_gemma":[0.00026865042,0.00010541781,0.000051463667,0.00081607746,0.00005145517,0.00006241845,0.000025135409,0.0005429565,0.000015966041],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000024725384,0.0000026203254,0.00041105002,0.000025357056,0.0000119422875,0.000029420968,0.00014959181,0.9930322,0.00052638096,0.00046921746,0.00055540225,0.0047843093],"study_design_scores_gemma":[0.0006409463,0.000029589168,0.13648017,0.00072234194,0.000016312886,0.000047485835,0.0006207001,0.75945175,0.0011372435,0.0023290871,0.097837426,0.00068694283],"about_ca_topic_score_codex":0.00035664724,"about_ca_topic_score_gemma":0.08830587,"teacher_disagreement_score":0.23358048,"about_ca_system_score_codex":0.00029551075,"about_ca_system_score_gemma":0.00028046005,"threshold_uncertainty_score":0.9283302},"labels":[],"label_agreement":null},{"id":"W4389542133","doi":"10.1139/cgj-2023-0158","title":"Behavior of an anchored sheet pile quay in soft clay reinforced by various structural types of cemented soil","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Nanjing Hydraulic Research Institute; National Health Research Institutes; National Natural Science Foundation of China","keywords":"Geotechnical engineering; Bending moment; Lateral earth pressure; Pile; Geology; Displacement (psychology); Deformation (meteorology); Bending; Materials science; Structural engineering; Engineering; Composite material","score_opus":0.006999611449462226,"score_gpt":0.20998687764291823,"score_spread":0.202987266193456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389542133","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99411875,0.00014258041,0.004855599,0.00007964303,0.0002112837,0.00018141532,0.00011441795,0.00021764435,0.00007866319],"genre_scores_gemma":[0.9996332,0.000046011584,0.00010099521,0.000013235713,0.000030614985,0.000007829438,0.000102696074,0.00003338378,0.000032064963],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986988,0.0000241916,0.00051156734,0.00013080362,0.00021602739,0.0004186511],"domain_scores_gemma":[0.9992207,0.000031426585,0.00006212708,0.00022785008,0.000072911826,0.0003849682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029288873,0.00014763742,0.0002803515,0.0003218302,0.000050117334,0.000020579238,0.0002745259,0.00025147945,0.00011970484],"category_scores_gemma":[0.00011892993,0.00015627594,0.00007267225,0.00055590284,0.00006089937,0.00011269011,0.000017719034,0.00048633237,0.0000047863828],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005081667,0.0000056019826,0.000099212186,0.000026365606,0.000011239508,0.000021886759,0.000078788886,0.97801703,0.016722184,0.00003513881,0.0009887879,0.0039886613],"study_design_scores_gemma":[0.0005085766,0.00014520528,0.009877457,0.00006689298,0.000021441185,0.000037679394,0.00005255627,0.9865736,0.0016193502,0.00014751757,0.0007231473,0.00022662473],"about_ca_topic_score_codex":0.009633309,"about_ca_topic_score_gemma":0.007583498,"teacher_disagreement_score":0.0151028335,"about_ca_system_score_codex":0.00019136956,"about_ca_system_score_gemma":0.00012424335,"threshold_uncertainty_score":0.99696165},"labels":[],"label_agreement":null},{"id":"W4389564435","doi":"10.1007/s13369-023-08449-6","title":"Experimental Study on the Effect of Micro-metakaolin on the Strength and Swelling Characteristics of Expansive Soils","year":2023,"lang":"en","type":"article","venue":"Arabian Journal for Science and Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Expansive clay; Metakaolin; Swelling; Geotechnical engineering; Arid; Soil water; Materials science; Environmental science; Soil science; Cement; Geology; Composite material","score_opus":0.014086618296478219,"score_gpt":0.2418344640801906,"score_spread":0.22774784578371238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389564435","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99868923,0.000074859025,0.00064626714,0.00005623923,0.00024696052,0.00022664444,0.0000044938006,0.000041560725,0.000013733306],"genre_scores_gemma":[0.9998563,0.000041452222,0.00002806876,0.000004572942,0.000034515004,0.00001757957,3.798479e-7,0.000014227934,0.0000028845293],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99924415,0.000013901839,0.00021351839,0.00010649317,0.00022207458,0.00019983725],"domain_scores_gemma":[0.99925005,0.00048131708,0.000039148374,0.00012638408,0.0000439556,0.000059159556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011377373,0.000120423596,0.00016975263,0.00014277287,0.00015733924,0.000049504302,0.00016135328,0.000025515255,0.0000010843283],"category_scores_gemma":[0.0003930034,0.00007139592,0.00003733634,0.0003669938,0.00007858901,0.000073165706,0.000022271695,0.00017657308,5.669493e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003513429,0.00004975567,0.00056061294,0.00015988258,0.00006895101,0.00000432303,0.003903787,0.587778,0.40129963,0.00095174194,0.000045118224,0.0051431116],"study_design_scores_gemma":[0.0005054672,0.0018672722,0.014211667,0.00027924293,0.000031305764,0.000014759948,0.0019799992,0.62761915,0.35318094,0.000028293955,0.00006972233,0.00021218602],"about_ca_topic_score_codex":0.0000010466762,"about_ca_topic_score_gemma":8.8227644e-8,"teacher_disagreement_score":0.04811869,"about_ca_system_score_codex":0.000021455106,"about_ca_system_score_gemma":0.00000803913,"threshold_uncertainty_score":0.29114413},"labels":[],"label_agreement":null},{"id":"W4389569223","doi":"10.1080/17486025.2023.2288654","title":"At-rest lateral earth pressure in compacted silica sand","year":2023,"lang":"en","type":"article","venue":"Geomechanics and Geoengineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Klohn Crippen Berger (Canada); Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Lateral earth pressure; Geotechnical engineering; Rest (music); Compaction; Overburden pressure; Mechanics; Stress (linguistics); Geology; Plane (geometry); Structural engineering; Materials science; Geometry; Engineering; Mathematics; Physics","score_opus":0.0062150120305870995,"score_gpt":0.17955627592035242,"score_spread":0.1733412638897653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389569223","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9929563,0.0005721286,0.0042392923,0.00005115019,0.0003133733,0.00017041511,0.000023681283,0.001488192,0.00018549005],"genre_scores_gemma":[0.99929774,0.00031597805,0.000061172046,0.000006886852,0.00003809293,0.00002267246,0.00004242136,0.00004723696,0.00016781379],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990302,0.000006330297,0.00021459574,0.0001977537,0.00012413156,0.00042699065],"domain_scores_gemma":[0.9996388,0.000038240138,0.000011149633,0.00018039922,0.000015718942,0.000115723866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014052055,0.00019255994,0.00021307332,0.00022401799,0.00004557804,0.000034733694,0.000086938344,0.0001339948,0.00002301458],"category_scores_gemma":[0.000029021814,0.00020855638,0.00003390248,0.00055778207,0.000006353566,0.0000803738,0.00007476192,0.00021143412,0.000030944477],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002752195,0.0000045882853,0.00007533508,0.00013828425,0.000014625827,0.000009788377,0.00010005565,0.9873836,0.011040826,0.00044711088,0.00006328986,0.0007197464],"study_design_scores_gemma":[0.00029759528,0.00001882193,0.0121790925,0.000047759764,0.0000072997364,0.0000073577667,0.00000833937,0.9783373,0.00042352726,0.0001326611,0.008307427,0.00023283863],"about_ca_topic_score_codex":0.00001657065,"about_ca_topic_score_gemma":0.000026797754,"teacher_disagreement_score":0.012103758,"about_ca_system_score_codex":0.000024217536,"about_ca_system_score_gemma":0.0000037214854,"threshold_uncertainty_score":0.8504682},"labels":[],"label_agreement":null},{"id":"W4389975637","doi":"10.2478/cee-2023-0057","title":"Using Tuff and Limestone Sand to Minimize Water Consumption of Pavement Construction in Arid Regions","year":2023,"lang":"en","type":"article","venue":"Civil and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Compaction; Arid; California bearing ratio; Lime; Geotechnical engineering; Road construction; Geology; Population; Economic shortage; Environmental science; Civil engineering; Engineering","score_opus":0.013303777341733679,"score_gpt":0.1870511491522367,"score_spread":0.173747371810503,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389975637","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9757244,0.00016772472,0.023764728,0.000014149867,0.00008618388,0.00010061537,0.0000070855062,0.00012240771,0.000012690537],"genre_scores_gemma":[0.9985521,0.00046340315,0.0009093292,0.0000033848075,0.000012828373,0.000012957833,0.000019421826,0.000020685418,0.000005878973],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994408,0.000004116367,0.00017598782,0.00012972474,0.00007243142,0.00017692221],"domain_scores_gemma":[0.9998289,0.000019029918,0.000007774652,0.0000787704,0.0000013498493,0.0000641727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007569205,0.000114344846,0.00013808162,0.00015561278,0.000021149088,0.000008328529,0.000024155639,0.000060179103,0.000008773927],"category_scores_gemma":[0.0000051195666,0.0001144851,0.0000158358,0.00007855048,0.000031772448,0.000060164166,0.000040741892,0.00007476639,0.0000042938514],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000016208202,0.0000053828035,0.0011746108,0.000093395734,0.0000068175323,0.0000016580065,0.00019687512,0.7692462,0.22876275,0.000029895298,0.0000020925024,0.00047868575],"study_design_scores_gemma":[0.0003814121,0.000023140927,0.026578763,0.00009024658,0.00001429906,0.000018719551,0.00012632676,0.94271636,0.02966994,0.00004341111,0.00012340226,0.00021399274],"about_ca_topic_score_codex":0.000009253759,"about_ca_topic_score_gemma":0.0000019392962,"teacher_disagreement_score":0.1990928,"about_ca_system_score_codex":0.00004934112,"about_ca_system_score_gemma":9.515474e-7,"threshold_uncertainty_score":0.4668567},"labels":[],"label_agreement":null},{"id":"W4390059264","doi":"10.18280/acsm.470601","title":"Mechanical Characterization of Granular Materials for Silos Design Using Geotechnical Experiments","year":2023,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Information silo; Geotechnical engineering; Characterization (materials science); Granular material; Engineering; Civil engineering; Geology; Materials science; Silo; Mechanical engineering; Nanotechnology","score_opus":0.075700384872393,"score_gpt":0.29033594509061517,"score_spread":0.21463556021822217,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390059264","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56241405,0.000009838112,0.4368911,0.000011699512,0.00012692646,0.00020353633,0.00001728897,0.0003194166,0.0000061371657],"genre_scores_gemma":[0.990041,0.00006218898,0.009717937,0.000011963917,0.00004231953,0.000059295282,0.000025974434,0.000033882938,0.0000054164475],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99869853,0.000023698472,0.0003177233,0.0002226714,0.00030916574,0.000428199],"domain_scores_gemma":[0.99943495,0.000056297198,0.000046752535,0.00022080311,0.00013681286,0.000104388004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011273654,0.00014311499,0.00021156257,0.00022355015,0.00013407835,0.000054422006,0.00029186392,0.00010695398,0.000014285047],"category_scores_gemma":[0.00034808548,0.00014442373,0.00005466294,0.00073710876,0.00018806825,0.00024355236,0.00005383454,0.000059872636,0.000009934529],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008058532,0.000011684047,0.0000024315689,0.00008114027,0.0000036485917,6.9050543e-7,0.00007472615,0.2601026,0.7387985,0.00055869395,0.00000919133,0.00034862294],"study_design_scores_gemma":[0.00009908132,0.0000365644,0.00054932234,0.00004095216,0.000007315453,0.0000037229227,0.000014901053,0.5141748,0.48394394,0.0009885363,0.00003886385,0.000101961],"about_ca_topic_score_codex":0.0000041741264,"about_ca_topic_score_gemma":1.6675703e-7,"teacher_disagreement_score":0.42762697,"about_ca_system_score_codex":0.00011543242,"about_ca_system_score_gemma":0.00006641462,"threshold_uncertainty_score":0.5889429},"labels":[],"label_agreement":null},{"id":"W4390233946","doi":"10.18280/rcma.330603","title":"Enhancing Geotechnical Properties of Clayey Soil with Recycled Plastic and Glass Waste","year":2023,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Clay soil; Geotechnical engineering; Environmental science; Plastic waste; Geology; Waste management; Soil water; Soil science; Engineering","score_opus":0.03344204427402343,"score_gpt":0.2240323419535368,"score_spread":0.19059029767951335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390233946","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7121946,0.00590804,0.27982965,0.00035230175,0.0003932672,0.0002710758,0.000026838454,0.00081185537,0.00021236214],"genre_scores_gemma":[0.978955,0.0038319181,0.016345115,0.0000101178275,0.00012271703,0.000052842992,0.000026340282,0.00014384491,0.00051211886],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99792486,0.00010534084,0.0006269141,0.00041885555,0.00024125514,0.0006827613],"domain_scores_gemma":[0.9985224,0.00048338668,0.00011018381,0.00049548165,0.00017023648,0.00021833247],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00042088973,0.00042439162,0.0006544465,0.00024939855,0.00014376486,0.00009650545,0.00026494008,0.0003047674,0.00001320219],"category_scores_gemma":[0.00050513167,0.00037628907,0.00010189654,0.0007548762,0.00044247467,0.00027307696,0.00021763793,0.0004281114,0.000036665264],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007223743,0.000057157722,0.00016536779,0.006498523,0.00010670092,0.000036673973,0.0007244891,0.884985,0.101934634,0.0020392828,0.00004308089,0.0033367972],"study_design_scores_gemma":[0.0005734064,0.0003722278,0.0010839778,0.006547701,0.00015056964,0.00017455965,0.00014688008,0.9532084,0.03547509,0.0010209692,0.00073200616,0.00051423133],"about_ca_topic_score_codex":0.00017111533,"about_ca_topic_score_gemma":0.0002465564,"teacher_disagreement_score":0.26676038,"about_ca_system_score_codex":0.00016772214,"about_ca_system_score_gemma":0.000049372367,"threshold_uncertainty_score":0.9998689},"labels":[],"label_agreement":null},{"id":"W4390235362","doi":"10.18280/ijdne.180603","title":"In-Situ Stabilization Analyses of Peaty Clay Soil Layers using Solid Waste from of Biomass Power Plant","year":2023,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Biomass (ecology); Environmental science; Municipal solid waste; In situ; Waste management; Soil science; Geotechnical engineering; Environmental engineering; Engineering; Agronomy; Chemistry; Biology","score_opus":0.018672294796112987,"score_gpt":0.2742264422333952,"score_spread":0.2555541474372822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390235362","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8841501,0.00036078139,0.1147611,0.000033360986,0.000552425,0.000037905607,0.000045261422,0.00001860032,0.000040458388],"genre_scores_gemma":[0.99846876,0.0003744194,0.0010520942,0.0000068330883,0.00005048511,4.1809983e-7,0.000029474459,0.000015584532,0.0000019549263],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990241,0.000025295212,0.00049048,0.00007968286,0.00027953705,0.0001008938],"domain_scores_gemma":[0.99937433,0.00014536991,0.00016938303,0.00006885284,0.00020460194,0.000037489688],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024814607,0.00010291153,0.00023380763,0.00047464858,0.0000098744,0.000014910373,0.00015447263,0.00017077736,0.0000053690355],"category_scores_gemma":[0.00010326512,0.00009471857,0.00007132722,0.00031284962,0.000022807846,0.00018238457,0.000023436614,0.00022933351,2.705784e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035090132,0.00001687854,0.00027378407,0.000020976646,0.00010316268,0.000013548407,0.00014708312,0.7058006,0.29338208,0.000077392404,0.00002421704,0.000105214946],"study_design_scores_gemma":[0.00039875854,0.000047043308,0.0020253402,0.00015672241,0.00003334105,0.000015695412,0.00014045974,0.95185596,0.04431895,0.000894563,0.000015933425,0.000097232856],"about_ca_topic_score_codex":0.000022778102,"about_ca_topic_score_gemma":0.000024394354,"teacher_disagreement_score":0.24906312,"about_ca_system_score_codex":0.00007689729,"about_ca_system_score_gemma":0.000030026502,"threshold_uncertainty_score":0.38625112},"labels":[],"label_agreement":null},{"id":"W4390348196","doi":"10.3390/geotechnics4010004","title":"Seismic Behavior of Retaining Walls: A Critical Review of Analytical and Field Performance Studies","year":2023,"lang":"en","type":"review","venue":"Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Field (mathematics); Retaining wall; Computer science; Lateral earth pressure; Engineering; Construction engineering; Geotechnical engineering; Geology; Civil engineering; Mathematics","score_opus":0.08735349804369993,"score_gpt":0.3511752702235006,"score_spread":0.26382177217980063,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390348196","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00007508283,0.99797046,0.0010494987,0.000021688611,0.00011011199,0.00036696787,0.00002238057,0.0003327391,0.000051072577],"genre_scores_gemma":[0.0006828967,0.9989081,0.00016828642,0.000010351559,0.000022675087,0.00011037394,0.000016613036,0.00006133702,0.000019353354],"study_design_codex":"systematic_review","study_design_gemma":"systematic_review","domain_scores_codex":[0.9983508,0.000028596114,0.00093741814,0.00022019386,0.00022389961,0.00023909916],"domain_scores_gemma":[0.99877864,0.0005561242,0.00009677762,0.00039321728,0.00011611216,0.000059130667],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00051276333,0.00029180298,0.0016837267,0.00017470369,0.000022619646,0.0000049006358,0.00019541162,0.0003772355,0.0000059495983],"category_scores_gemma":[0.0013854807,0.00025924869,0.0002327323,0.00058720884,0.000095867894,0.000041939187,0.00013158163,0.0005272328,0.000004203367],"study_design_candidate":"systematic_review","study_design_consensus":"systematic_review","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[4.7355184e-7,0.000011538374,6.968711e-7,0.5501599,0.00008856039,0.0000037359362,0.000011774813,0.0033867422,2.3895464e-7,0.0001948815,0.00025075054,0.44589075],"study_design_scores_gemma":[0.000090633635,0.00024451522,0.0000049444725,0.45955285,0.0029696545,0.000061214516,0.000021968643,0.14796567,0.000010659859,0.000061023085,0.38831654,0.00070032274],"about_ca_topic_score_codex":0.0000016920912,"about_ca_topic_score_gemma":2.540776e-7,"teacher_disagreement_score":0.44519043,"about_ca_system_score_codex":0.000048868013,"about_ca_system_score_gemma":0.00003657031,"threshold_uncertainty_score":0.999986},"labels":[],"label_agreement":null},{"id":"W4390538467","doi":"10.1007/s10706-023-02711-2","title":"Lateral Performance of Single and Grouped of Hollow Bar Micropiles in Cohesionless Soil","year":2024,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geotechnical engineering; Bar (unit); Grout; Drill; Structural engineering; Structural load; Geology; Materials science; Engineering","score_opus":0.006479609406368605,"score_gpt":0.16895962404445436,"score_spread":0.16248001463808576,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390538467","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9932098,0.00225947,0.003940738,0.0000436957,0.00007694001,0.00008709755,0.0000052060586,0.0003322561,0.000044811393],"genre_scores_gemma":[0.99889463,0.0006204805,0.00042232775,0.0000038172557,0.000017510303,0.000011186699,0.0000042498214,0.0000173054,0.000008509137],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99912816,0.000007884481,0.00035186674,0.00019157637,0.00009711683,0.00022341861],"domain_scores_gemma":[0.99968004,0.00012115869,0.000012601081,0.00010627488,0.000015292851,0.00006464765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014077594,0.00016318432,0.00031101424,0.00012973412,0.000011399587,0.000012596384,0.00008007244,0.00021931359,0.000009736846],"category_scores_gemma":[0.00006168866,0.00013780079,0.0000419027,0.0002512471,0.00008415392,0.000077041725,0.00007123622,0.00026348117,9.2702794e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009093031,0.000026251977,0.00056860223,0.0010076661,0.000011659445,0.00000830442,0.00004039102,0.92371154,0.06847133,0.00092716195,0.000003833701,0.0052141873],"study_design_scores_gemma":[0.00017662965,0.00016067822,0.030010326,0.0003472628,0.000010567118,0.000019082558,0.0000049346418,0.96284735,0.0057858336,0.0001264957,0.0003256178,0.00018522052],"about_ca_topic_score_codex":0.000012921506,"about_ca_topic_score_gemma":0.0000016727884,"teacher_disagreement_score":0.0626855,"about_ca_system_score_codex":0.000016011212,"about_ca_system_score_gemma":0.000003888687,"threshold_uncertainty_score":0.5619353},"labels":[],"label_agreement":null},{"id":"W4390588708","doi":"10.1016/j.geotexmem.2023.12.008","title":"Exploring the influence of size-related factors on geocell-reinforced soil response using coupled continuum-discontinuum analysis","year":2024,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Stiffness; Soil water; Materials science; Rigidity (electromagnetism); Geotechnical engineering; Reinforcement; Infill; Composite material; Structural engineering; Environmental science; Geology; Soil science; Engineering","score_opus":0.01643757768445621,"score_gpt":0.2079292802121856,"score_spread":0.1914917025277294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390588708","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99854136,0.0004634702,0.00016072017,0.00004229913,0.00019836718,0.00014640286,0.000017186501,0.00039508304,0.00003511845],"genre_scores_gemma":[0.99942803,0.0002618825,0.0000021373785,0.0000063620814,0.00002193771,0.000014688054,0.000009755993,0.00003425551,0.00022097374],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99878246,0.000038227146,0.0004248548,0.0002478224,0.00020964335,0.00029700182],"domain_scores_gemma":[0.9987153,0.0008181532,0.000041299052,0.00029901855,0.000050863444,0.00007538184],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039312203,0.0002551019,0.0003706036,0.00026549594,0.00010386293,0.00009833712,0.00014525153,0.000099990655,0.000030631127],"category_scores_gemma":[0.00017274037,0.00018465053,0.00017703246,0.0010214032,0.00009715596,0.00022643172,0.000038353985,0.00023879908,0.0000048647785],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030979463,0.0000040555983,0.000017123104,0.00015737495,0.00025324555,0.0000048442125,0.0012452296,0.9703646,0.027526017,0.00009520294,0.0000023270322,0.000299013],"study_design_scores_gemma":[0.0001546777,0.000039985123,0.027215159,0.00015090151,0.00024646867,0.0000034578952,0.0003297917,0.97048694,0.0009016288,0.000031165964,0.00021155064,0.00022827621],"about_ca_topic_score_codex":0.0002237761,"about_ca_topic_score_gemma":0.000037354268,"teacher_disagreement_score":0.027198035,"about_ca_system_score_codex":0.000027614682,"about_ca_system_score_gemma":0.000015776552,"threshold_uncertainty_score":0.75298303},"labels":[],"label_agreement":null},{"id":"W4390859524","doi":"10.2139/ssrn.4694358","title":"Novel Hs-Rc Stepped Pile Foundation: Experimental and Numerical Evaluation","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Pile; Structural engineering; Stiffness; Geotechnical engineering; Foundation (evidence); Bearing capacity; Deformation (meteorology); OpenSees; Inflection point; Cracking; Pile cap; Finite element method; Engineering; Geology; Materials science; Composite material; Mathematics; Geometry","score_opus":0.012975532004091893,"score_gpt":0.25748420544581235,"score_spread":0.24450867344172045,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390859524","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32697716,0.03195851,0.6345393,0.00033594965,0.0029951748,0.0007216751,0.00001158156,0.0008905538,0.0015700745],"genre_scores_gemma":[0.998107,0.00083077303,0.00028845403,0.000007805323,0.00045392365,0.00006699415,0.000052530642,0.000079327096,0.00011318241],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978446,0.000035141096,0.0003816603,0.0002990512,0.0004566212,0.0009829289],"domain_scores_gemma":[0.99952924,0.000028628112,0.00005790881,0.00019754803,0.00008778818,0.00009887796],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0011442122,0.0002956046,0.00026071162,0.00015308984,0.00008754182,0.0001925395,0.00016459149,0.00027710962,0.00005405309],"category_scores_gemma":[0.00005934212,0.00029941625,0.00010952642,0.00014799181,0.000025371468,0.00008085832,0.00016272627,0.003343122,0.000029411458],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016691332,0.00007666247,0.000013544014,0.00017829375,0.0003495277,0.0000019621866,0.00034924285,0.92705184,0.007144194,0.01861249,0.00008332669,0.0461222],"study_design_scores_gemma":[0.00052040094,0.00012566737,0.000105241525,0.00012813664,0.00013999334,0.00026683896,0.00031204373,0.9414903,0.0002954951,0.055540334,0.00066045695,0.00041507295],"about_ca_topic_score_codex":0.00002323865,"about_ca_topic_score_gemma":0.00001658054,"teacher_disagreement_score":0.6711298,"about_ca_system_score_codex":0.00205018,"about_ca_system_score_gemma":0.0007331699,"threshold_uncertainty_score":0.9999458},"labels":[],"label_agreement":null},{"id":"W4390938172","doi":"10.1139/cgj-2023-0150","title":"Degradation mechanisms of soil arching under a localized cyclic surface loading","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China; Shanghai Science and Technology Development Foundation","keywords":"Geotechnical engineering; Cyclic stress; Degradation (telecommunications); Geology; Pile; Stress (linguistics); Structural engineering; Engineering","score_opus":0.009891410394618076,"score_gpt":0.20711380933345758,"score_spread":0.1972223989388395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390938172","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07076926,0.0008796376,0.9264697,0.00040195876,0.00056913006,0.00009563988,0.000012997348,0.0004822968,0.0003193843],"genre_scores_gemma":[0.9980102,0.00012368831,0.0016322987,0.000042663825,0.00007057338,0.0000030380443,0.000009336225,0.000057444733,0.000050711144],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986811,0.00003274992,0.00043344527,0.0001675651,0.00024595554,0.00043918213],"domain_scores_gemma":[0.9991608,0.00009698549,0.000027014115,0.00018102916,0.000048340593,0.00048580873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047512155,0.00017906024,0.00022774124,0.00032351873,0.00009569284,0.000121915094,0.00021703435,0.00022971233,0.0000801553],"category_scores_gemma":[0.000097674056,0.00017822241,0.00013733824,0.00050449336,0.00004211687,0.00016154523,0.00001658475,0.0007964008,0.000021077167],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000015207866,0.000003701652,0.0000017054512,0.00006691086,0.000032285214,0.000032384953,0.000026954045,0.9734501,0.012356544,0.008871056,0.00025979555,0.004896996],"study_design_scores_gemma":[0.00013324634,0.00003174508,0.00006739057,0.00028918643,0.000030444611,0.00020642563,0.000038185197,0.97914964,0.0028665292,0.013981815,0.0029853608,0.00022004824],"about_ca_topic_score_codex":0.0019185032,"about_ca_topic_score_gemma":0.001403254,"teacher_disagreement_score":0.92724097,"about_ca_system_score_codex":0.00045513283,"about_ca_system_score_gemma":0.00020533157,"threshold_uncertainty_score":0.72676986},"labels":[],"label_agreement":null},{"id":"W4390938193","doi":"10.1139/cgj-2023-0124","title":"Centrifuge and analytical modeling of counterweight retaining walls under translation mode","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Science Foundation of Sichuan Province; Higher Education Discipline Innovation Project; China Scholarship Council; National Natural Science Foundation of China","keywords":"Counterweight; Lateral earth pressure; Centrifuge; Retaining wall; Slip (aerodynamics); Geotechnical engineering; Structural engineering; Mechanics; Finite element method; Hydrogeology; Geology; Engineering; Physics","score_opus":0.015170722876736882,"score_gpt":0.22146577150038962,"score_spread":0.20629504862365275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390938193","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11804905,0.00444445,0.8749275,0.0010192705,0.00031186015,0.00012290994,0.00003129713,0.00036311953,0.0007305108],"genre_scores_gemma":[0.9989001,0.0003947283,0.000540421,0.00002763497,0.0000847709,0.000001920373,0.0000070963692,0.000034818964,0.000008506141],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989387,0.00001621807,0.00038021503,0.00014717525,0.00018486379,0.00033284348],"domain_scores_gemma":[0.9993019,0.00005778814,0.000012421625,0.00015319284,0.00004933482,0.00042534847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028591757,0.00013970809,0.0001951061,0.00030575736,0.000060709874,0.00009299808,0.00014346527,0.0002242528,0.000038371745],"category_scores_gemma":[0.000055249988,0.00013547637,0.00008363651,0.00028125392,0.00004062473,0.00015323344,0.000010458853,0.0006106925,0.0000031512072],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000020152165,0.000002479477,0.000004474862,0.0000575835,0.000029567245,0.00002276831,0.000056615227,0.98927,0.00022522635,0.0032153951,0.000090190355,0.0070237275],"study_design_scores_gemma":[0.00010482609,0.000021498767,0.000031216798,0.00018452728,0.000037172686,0.00012806054,0.0000228793,0.9938391,0.000024658002,0.0028835968,0.0025777156,0.00014473347],"about_ca_topic_score_codex":0.00048058626,"about_ca_topic_score_gemma":0.00036213602,"teacher_disagreement_score":0.88085103,"about_ca_system_score_codex":0.00022261108,"about_ca_system_score_gemma":0.00012458618,"threshold_uncertainty_score":0.5524566},"labels":[],"label_agreement":null},{"id":"W4391105909","doi":"10.1080/1064119x.2024.2304049","title":"Experimental and numerical studies on lateral bearing characteristics of innovative gravel-filled canister-monopile (GCM) hybrid foundation","year":2024,"lang":"en","type":"article","venue":"Marine Georesources and Geotechnology","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Foundation (evidence); Bearing capacity; Geotechnical engineering; Offshore wind power; Bearing (navigation); Stiffness; Eccentricity (behavior); Geology; Engineering; Structural engineering; Turbine; Computer science","score_opus":0.009214013362322594,"score_gpt":0.22774358635132272,"score_spread":0.21852957298900014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391105909","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968492,0.0004773481,0.0016307068,0.00012445838,0.00019082768,0.000108532215,0.0000093164035,0.0004141958,0.00019544177],"genre_scores_gemma":[0.99960226,0.00007890044,0.00014804296,0.00001341448,0.000036179394,0.00002495266,0.000025956515,0.000024625751,0.000045696746],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992346,0.000009842165,0.00027892087,0.00022069171,0.000077377554,0.00017854568],"domain_scores_gemma":[0.9997155,0.00006725646,0.000030155019,0.00012128706,0.00003517237,0.00003063943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008513917,0.00017121997,0.0002753939,0.00018471543,0.00005140676,0.000033943375,0.000059869628,0.000099940575,0.000013458159],"category_scores_gemma":[0.00005397047,0.00015600031,0.000021130436,0.00022370665,0.00014105676,0.00004190912,0.00016099359,0.00022627035,0.0000028167626],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027884057,0.00031455557,0.012759755,0.0038332087,0.001432547,0.00022648662,0.009960409,0.1035163,0.05176919,0.1060305,0.00028062265,0.7095976],"study_design_scores_gemma":[0.00089044526,0.0011976624,0.027128424,0.00031413496,0.0000555924,0.00012168939,0.00088603585,0.9153559,0.029754484,0.0051213643,0.01834995,0.0008242715],"about_ca_topic_score_codex":0.000048130303,"about_ca_topic_score_gemma":0.0000030001636,"teacher_disagreement_score":0.81183964,"about_ca_system_score_codex":0.00003741866,"about_ca_system_score_gemma":0.000004228304,"threshold_uncertainty_score":0.63615084},"labels":[],"label_agreement":null},{"id":"W4391334681","doi":"10.57745/dfw5ls","title":"Tensile properties of cement stabilized soils: experimental data","year":2023,"lang":"en","type":"other","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Colas (Canada)","funders":"","keywords":"Cement; Ultimate tensile strength; Soil water; Materials science; Geotechnical engineering; Composite material; Geology; Soil science","score_opus":0.025702813801442057,"score_gpt":0.21477348086528972,"score_spread":0.18907066706384767,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391334681","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.026351452,0.033970214,0.11675588,0.0015342373,0.002038951,0.0030519748,0.0011055602,0.020103998,0.79508775],"genre_scores_gemma":[0.82326955,0.002249388,0.008249339,0.00001267109,0.000056629764,0.00015378915,0.00074523594,0.0015266715,0.16373675],"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99833935,0.00038059152,0.0003640129,0.00038120445,0.00030132988,0.00023348698],"domain_scores_gemma":[0.9975317,0.0001591062,0.000114042174,0.0018906447,0.00022256067,0.00008195423],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0010977275,0.00025010336,0.0003296158,0.00016127697,0.00004793318,0.00004863619,0.00076368666,0.00020378325,0.0002461308],"category_scores_gemma":[0.00051693514,0.00024991995,0.00006890028,0.00029301515,0.000115140014,0.00007222193,0.0003720826,0.00019218978,0.000046076202],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005665329,0.0035900646,0.00028056817,0.007753287,0.0017416048,0.000021054117,0.021295195,0.06242864,0.27244136,0.034357082,0.48490533,0.111129194],"study_design_scores_gemma":[0.0010695646,0.0000012162618,0.00008073743,0.005545504,0.00008130307,0.00000364015,0.00040574468,0.49708384,0.18019904,0.000053634103,0.314463,0.0010127719],"about_ca_topic_score_codex":0.000764332,"about_ca_topic_score_gemma":0.0010193674,"teacher_disagreement_score":0.7969181,"about_ca_system_score_codex":0.00006647167,"about_ca_system_score_gemma":0.00004197829,"threshold_uncertainty_score":0.9999953},"labels":[],"label_agreement":null},{"id":"W4391424946","doi":"10.1007/978-3-031-35471-7_28","title":"Lateral Performance of Log Wall with Butt-and-Pass Corner Style","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Style (visual arts); Mathematics; Geometry; Art; Visual arts","score_opus":0.004569831128427442,"score_gpt":0.16486051484724584,"score_spread":0.1602906837188184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391424946","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3024324,0.05410099,0.44739762,0.00050390646,0.0058741453,0.0037422054,0.00035480916,0.012091895,0.17350204],"genre_scores_gemma":[0.99740714,0.0004753587,0.00050283957,0.000008584052,0.00009651954,0.000018414077,0.000030451405,0.00021535982,0.0012453581],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987761,0.0000020036564,0.00036720786,0.0003178112,0.00021349103,0.00032342877],"domain_scores_gemma":[0.9994583,0.00010853843,0.000033705663,0.0002907372,0.000035556972,0.00007317056],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00009171827,0.00048982847,0.00051332504,0.00031351307,0.000013323425,0.000028119728,0.00014165866,0.00048418358,0.00004417753],"category_scores_gemma":[0.000023642686,0.00044353266,0.000070422604,0.00013059299,0.000037768918,0.00006628563,0.000048042137,0.0009272909,0.000009196182],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007181478,0.0000032155106,0.000037037265,0.0016623395,0.000067191926,0.000016639098,0.00012113354,0.994755,0.00040003986,0.0014252404,0.000005733499,0.0014992192],"study_design_scores_gemma":[0.00022393979,0.00010970783,0.00023265446,0.0018314546,0.00006444012,0.000031608284,3.6254227e-7,0.99022454,0.0005011172,0.00052109687,0.0056292843,0.0006298119],"about_ca_topic_score_codex":0.000010425137,"about_ca_topic_score_gemma":0.000095792864,"teacher_disagreement_score":0.6949747,"about_ca_system_score_codex":0.00012290759,"about_ca_system_score_gemma":0.000014384861,"threshold_uncertainty_score":0.99980164},"labels":[],"label_agreement":null},{"id":"W4391530486","doi":"10.3390/buildings14020432","title":"Investigation of Shear Strength Reduction Method in Slope Stability of Reinforced Slopes by Anchor and Nail","year":2024,"lang":"en","type":"article","venue":"Buildings","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Strength reduction; Shear strength (soil); Structural engineering; Slope stability; Reduction (mathematics); Soil nailing; Geotechnical engineering; Materials science; Nail (fastener); Shear (geology); Stability (learning theory); Geology; Composite material; Engineering; Geometry; Mathematics; Computer science; Finite element method; Soil water; Soil science","score_opus":0.010646964878072106,"score_gpt":0.22453531598026044,"score_spread":0.21388835110218835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391530486","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9598509,0.00069631985,0.03889438,0.000043448454,0.00009351723,0.00011231853,0.000009457549,0.00016913464,0.00013050633],"genre_scores_gemma":[0.9910784,0.00012373058,0.008736637,0.0000012690234,0.00001165431,0.000008867912,0.000010202723,0.000015191902,0.000014050999],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993651,0.000018287063,0.00028614324,0.00013660378,0.00009859607,0.00009528639],"domain_scores_gemma":[0.9997513,0.00006260078,0.000020870297,0.00010095503,0.000029273559,0.00003496633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036517676,0.000085483254,0.00015308028,0.00010463791,0.000008475328,0.000011950641,0.000042785898,0.00008750259,0.000011119845],"category_scores_gemma":[0.00010715307,0.00008765659,0.000023094419,0.00037196593,0.00003785529,0.00014606118,0.000014047479,0.00011952685,3.1650552e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008741583,0.000004757644,0.00022318072,0.0013061535,0.000017456236,2.779613e-7,0.001331768,0.16020927,0.8030817,0.0025610616,0.0002761309,0.030979507],"study_design_scores_gemma":[0.00018299987,0.000059578124,0.0015996946,0.0002521877,0.000016176204,0.000002701877,0.0001360202,0.48200673,0.5136717,0.00043303485,0.001477006,0.0001621634],"about_ca_topic_score_codex":0.000101637386,"about_ca_topic_score_gemma":0.0000021126646,"teacher_disagreement_score":0.32179746,"about_ca_system_score_codex":0.00004435082,"about_ca_system_score_gemma":0.0000114288805,"threshold_uncertainty_score":0.3574532},"labels":[],"label_agreement":null},{"id":"W4391648390","doi":"10.1007/s10668-024-04519-3","title":"An experimental study on the effect of disposable COVID-19 face masks on the mechanical properties of cement-stabilized sand","year":2024,"lang":"en","type":"article","venue":"Environment Development and Sustainability","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Face masks; Coronavirus disease 2019 (COVID-19); Cement; Severe acute respiratory syndrome coronavirus 2 (SARS-CoV-2); 2019-20 coronavirus outbreak; Face (sociological concept); Materials science; Composite material; Virology; Medicine; Sociology","score_opus":0.013951954837462442,"score_gpt":0.2317345079633209,"score_spread":0.21778255312585845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391648390","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99613845,0.00027076772,0.0016646943,0.0003052214,0.000049705588,0.00142833,0.0000028110435,0.00009976353,0.000040225474],"genre_scores_gemma":[0.99959236,0.000009986498,0.000013949428,0.000011744075,0.000006185001,0.00031172935,0.0000036923852,0.000019318717,0.00003102382],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99868053,0.00019961457,0.00032060078,0.00027457182,0.0003279898,0.00019670009],"domain_scores_gemma":[0.99922144,0.00030697184,0.000021935755,0.00036407704,0.0000070260494,0.00007855603],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011837499,0.00021304525,0.00022241601,0.000040576,0.00012103279,0.000029520454,0.00015532783,0.00005893898,0.00006296372],"category_scores_gemma":[0.00016529072,0.00011303467,0.000046450303,0.00009721078,0.0001234022,0.00005159429,0.00006558504,0.0001673413,0.0000018393458],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009623133,0.0024534552,0.010553016,0.003508181,0.0004668306,0.000015454822,0.0451313,0.8777666,0.04537554,0.005570551,0.00011012398,0.00808663],"study_design_scores_gemma":[0.0020154207,0.006057709,0.010286597,0.0001671617,0.00011861352,0.0000018115868,0.031294845,0.13710788,0.80605805,0.0004870415,0.00552881,0.00087606115],"about_ca_topic_score_codex":0.000010771091,"about_ca_topic_score_gemma":9.766558e-7,"teacher_disagreement_score":0.7606825,"about_ca_system_score_codex":0.0003957642,"about_ca_system_score_gemma":0.000035752335,"threshold_uncertainty_score":0.46094203},"labels":[],"label_agreement":null},{"id":"W4391886058","doi":"10.1139/cjss-2023-0107","title":"Effect of basalt fiber and carbon fiber on the evolution of water evaporation and cracking characteristics of silt soil","year":2024,"lang":"en","type":"article","venue":"Canadian Journal of Soil Science","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Science Foundation of Tianjin City; National Natural Science Foundation of China","keywords":"Basalt fiber; Cracking; Silt; Materials science; Fiber; Composite material; Volume (thermodynamics); Shrinkage; Evaporation; Loam; Soil water; Geotechnical engineering; Environmental science; Geology; Soil science","score_opus":0.0044415980581596895,"score_gpt":0.18639575483955653,"score_spread":0.18195415678139684,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391886058","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990535,0.00031042087,0.000109203225,0.000066291155,0.00015231803,0.000043013377,0.000004651635,0.000005719816,0.00025487746],"genre_scores_gemma":[0.99992746,0.00001658387,0.000009866492,0.0000018061667,0.000023968656,6.4546896e-7,4.116653e-7,0.0000065879485,0.0000126654495],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99939626,0.000019710391,0.00022927839,0.0000657167,0.00016552223,0.00012351462],"domain_scores_gemma":[0.9995821,0.00009415053,0.000045128436,0.000077281366,0.00010177597,0.00009952502],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008968519,0.00006523206,0.00013055441,0.000194127,0.00003620179,0.000025950645,0.00008134591,0.00004045152,0.000008721449],"category_scores_gemma":[0.00019679815,0.00004142914,0.000022715418,0.0002262213,0.0001919803,0.000108517626,0.000007194332,0.00011875225,3.8776213e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029517458,0.000010931727,0.005670024,0.0019570354,0.00005378541,0.000019307832,0.0030639404,0.7318804,0.18986644,0.0012237388,0.0000635324,0.06616132],"study_design_scores_gemma":[0.00027288994,0.0007437799,0.05394523,0.0015264498,0.00009151851,0.000056106328,0.00009835755,0.75222546,0.19015872,0.00039288236,0.0002548463,0.0002337853],"about_ca_topic_score_codex":0.0010934914,"about_ca_topic_score_gemma":0.00037706093,"teacher_disagreement_score":0.065927535,"about_ca_system_score_codex":0.00010119526,"about_ca_system_score_gemma":0.00013096472,"threshold_uncertainty_score":0.16894314},"labels":[],"label_agreement":null},{"id":"W4392109517","doi":"10.1007/s10706-024-02753-0","title":"Field Lateral Behaviour of Full-Scale Screw Micropiles in Cohesive and Cohesionless Soils","year":2024,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Geology; Hydrogeology; Soil water; Field (mathematics); Scale (ratio); Scale effects; Soil science; Mathematics; Physics","score_opus":0.004928684277423315,"score_gpt":0.18966524216459626,"score_spread":0.18473655788717294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392109517","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98033434,0.0029258844,0.015678762,0.00015848487,0.00010787057,0.0001369213,0.000008651939,0.0005968048,0.00005229258],"genre_scores_gemma":[0.9984899,0.00061965524,0.0007782531,0.000014108357,0.000031592695,0.000025955072,0.0000062749946,0.000021169411,0.0000130794],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99897754,0.000010812132,0.0003428743,0.00026576198,0.00010490382,0.00029811778],"domain_scores_gemma":[0.9995211,0.00022083508,0.000011014055,0.00012340663,0.000016489577,0.00010717196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014077994,0.00020557758,0.00032179782,0.00014117348,0.000019145076,0.000031478627,0.00009454562,0.00032593575,0.000022351867],"category_scores_gemma":[0.00008094129,0.00017673553,0.000053030337,0.0002498154,0.00006241045,0.00007764118,0.00009274687,0.00044394736,0.000002528929],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028485705,0.000050272727,0.001266754,0.0012101275,0.0000294098,0.000088313835,0.00013920489,0.9353696,0.046458237,0.0034902594,0.00006389487,0.011805423],"study_design_scores_gemma":[0.00026784735,0.00025080278,0.03548385,0.000454455,0.000026868638,0.00009468536,0.00001949743,0.958942,0.0027061633,0.00053851854,0.0008085863,0.0004067329],"about_ca_topic_score_codex":0.000029387797,"about_ca_topic_score_gemma":0.0000076361985,"teacher_disagreement_score":0.043752074,"about_ca_system_score_codex":0.000019899677,"about_ca_system_score_gemma":0.000005390739,"threshold_uncertainty_score":0.7207066},"labels":[],"label_agreement":null},{"id":"W4392298822","doi":"10.1139/cgj-2023-0531","title":"Shear resistance evolution of geogrid–aggregate interfaces under direct shear: insights from 3D DEM simulations","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Geogrid; Geotechnical engineering; Shear (geology); Direct shear test; Geology; Aggregate (composite); Shear strength (soil); Materials science; Soil water; Composite material; Reinforcement; Petrology; Soil science","score_opus":0.007402086646721133,"score_gpt":0.19973246778795628,"score_spread":0.19233038114123516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392298822","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47756717,0.031223277,0.48315638,0.001309642,0.0022466474,0.00036869792,0.00033720804,0.0014959179,0.002295079],"genre_scores_gemma":[0.99886006,0.00019507555,0.0005939274,0.000022167571,0.0001757435,0.000004494901,0.000017440156,0.00004939581,0.00008170193],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99865484,0.000040439947,0.00047999684,0.00022079246,0.00024357188,0.00036033118],"domain_scores_gemma":[0.9990363,0.00016288145,0.00003377648,0.0002531539,0.00008970092,0.00042416895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014419117,0.00019686861,0.00025330757,0.00038947896,0.00012446126,0.00011719088,0.00023239525,0.000285959,0.00012561525],"category_scores_gemma":[0.00013540093,0.00019218087,0.00010863097,0.0005865903,0.00007891682,0.00022400048,0.00002049424,0.0007398484,0.000027399432],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000035253513,0.000005927224,0.000009131048,0.000038074275,0.00005265873,0.000022027958,0.000057982903,0.9950438,0.0017065814,0.0009516999,0.00069588487,0.0014126775],"study_design_scores_gemma":[0.00014364443,0.00003110094,0.0022843387,0.0005947096,0.00005608049,0.000019858444,0.00003524476,0.9541073,0.0006461181,0.005499477,0.03628456,0.0002975861],"about_ca_topic_score_codex":0.0031212005,"about_ca_topic_score_gemma":0.00836302,"teacher_disagreement_score":0.5212929,"about_ca_system_score_codex":0.0008409097,"about_ca_system_score_gemma":0.00023197605,"threshold_uncertainty_score":0.7836908},"labels":[],"label_agreement":null},{"id":"W4392375269","doi":"10.3390/su16052120","title":"Determination of the Shear Strength of Unsaturated Loess Samples from Conventional Triaxial Shear Tests Applying Rubber Membrane Correction","year":2024,"lang":"en","type":"article","venue":"Sustainability","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"China Scholarship Council","keywords":"Triaxial shear test; Loess; Natural rubber; Geotechnical engineering; Shear (geology); Shear strength (soil); Materials science; Direct shear test; Composite material; Geology; Soil water; Soil science; Geomorphology","score_opus":0.008450617714546473,"score_gpt":0.23359585424131013,"score_spread":0.22514523652676366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392375269","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94873935,0.0001801406,0.04881712,0.00006520816,0.001208868,0.00052721787,0.00006301654,0.00032380925,0.00007526661],"genre_scores_gemma":[0.9995635,0.0000075408,0.00022543942,0.0000011661799,0.000052098127,0.000038786326,0.00004958067,0.000019325902,0.00004255991],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989869,0.000069241796,0.0003763999,0.00018918491,0.00022899834,0.00014928207],"domain_scores_gemma":[0.99904287,0.0003640941,0.000039423463,0.00024179678,0.0002795758,0.00003226247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031804465,0.0001269434,0.00019383067,0.00007506456,0.000041402567,0.00002154971,0.00010802062,0.00013235364,0.0000507537],"category_scores_gemma":[0.00086446037,0.00010432291,0.00011902186,0.0004837427,0.00009204489,0.00011582317,0.000029206698,0.00021343834,7.785746e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000088240275,0.00017294678,0.0031274774,0.0031834145,0.00008685657,0.0000024695703,0.0009185706,0.8953052,0.013278093,0.0030796009,0.00011590237,0.0806412],"study_design_scores_gemma":[0.00033968315,0.000040394665,0.061277237,0.0001606836,0.000057680347,0.0000018006475,0.0002760974,0.91337097,0.019243594,0.0043331143,0.00072489475,0.00017385138],"about_ca_topic_score_codex":0.00034537053,"about_ca_topic_score_gemma":0.000027521493,"teacher_disagreement_score":0.08046735,"about_ca_system_score_codex":0.00031536314,"about_ca_system_score_gemma":0.000105084495,"threshold_uncertainty_score":0.4254165},"labels":[],"label_agreement":null},{"id":"W4392474732","doi":"10.1061/9780784485309.035","title":"Element and System Level Impact of Strength Loss on Cyclic Performance of Sensitive Clays","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Materials science; Reliability engineering; Engineering","score_opus":0.009266464796485716,"score_gpt":0.21882437999122029,"score_spread":0.20955791519473457,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392474732","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99225366,0.00007298386,0.005993654,0.00000325368,0.000058611484,0.00006296351,0.00002749725,0.00019163628,0.0013357396],"genre_scores_gemma":[0.99979126,0.000058519992,0.000098561286,4.5575044e-7,0.000011885904,0.0000023384955,0.0000044690496,0.000012192065,0.000020332873],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995954,0.0000046174414,0.00015470144,0.00007415189,0.0000826905,0.00008846263],"domain_scores_gemma":[0.9998188,0.000040288905,0.000008874519,0.00008426364,0.000019456198,0.00002831927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007264778,0.00007999597,0.00012305898,0.00006435993,0.0000067758097,0.000005484394,0.000022884213,0.000041115774,0.000005330554],"category_scores_gemma":[0.000006210209,0.00006208415,0.000037271617,0.00011226698,0.000012534127,0.000033259745,0.000008596723,0.00006688325,0.0000023705127],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000053462613,0.000008683787,0.00019351424,0.0010065689,0.00005328733,0.0000014820284,0.00011683562,0.9865484,0.004622781,0.0020022793,0.00002887027,0.0054119276],"study_design_scores_gemma":[0.00007598245,0.00014500375,0.009909669,0.00025944877,0.00000957443,0.000004014315,0.00004576522,0.97215176,0.017317435,0.000002256837,0.000013241713,0.00006582634],"about_ca_topic_score_codex":0.000026479422,"about_ca_topic_score_gemma":0.0000018922785,"teacher_disagreement_score":0.014396641,"about_ca_system_score_codex":0.00006326315,"about_ca_system_score_gemma":0.0000068738086,"threshold_uncertainty_score":0.25317183},"labels":[],"label_agreement":null},{"id":"W4392506357","doi":"10.1061/9780784485330.013","title":"Evaluation of Ground Improvement with Dynamic Replacement and Rapid Impact Compaction of an Artificial Island in the UAE—A Case Study","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Aecom (Canada)","funders":"","keywords":"Dynamic compaction; Compaction; Computer science; Engineering; Geotechnical engineering","score_opus":0.01988103257274168,"score_gpt":0.2965171374879095,"score_spread":0.27663610491516777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392506357","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.992718,0.00009354195,0.0065238317,0.000006935557,0.000040686362,0.000501911,0.0000038329686,0.000045780263,0.0000655037],"genre_scores_gemma":[0.99992347,0.0000049941323,0.000023202676,6.103823e-7,0.0000061613478,0.000025177696,0.0000068347513,0.000008401845,0.0000011217029],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993147,0.000050620045,0.00019533113,0.00009711737,0.00027327173,0.000068914145],"domain_scores_gemma":[0.99974436,0.00003489242,0.000014958418,0.00013634613,0.000053877724,0.000015593327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012328097,0.000074603646,0.00009419652,0.00008500894,0.000013327419,0.000022821649,0.000024914467,0.000023822955,0.000016488064],"category_scores_gemma":[0.000013325858,0.000046096524,0.000012143413,0.00022314783,0.000011803366,0.00008593847,0.000004540403,0.000069315945,1.2521957e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019737628,0.0001324878,0.00009127797,0.0000778871,0.000049331844,0.000008503538,0.0026100234,0.9589218,0.0034008038,0.000022945991,0.0000020327532,0.0346632],"study_design_scores_gemma":[0.00030995702,0.001068179,0.004343803,0.000019906423,0.00007970691,0.000044862234,0.004847119,0.98892796,0.00024296205,0.000060164075,9.956015e-7,0.000054363943],"about_ca_topic_score_codex":0.00092992367,"about_ca_topic_score_gemma":0.0030080155,"teacher_disagreement_score":0.034608837,"about_ca_system_score_codex":0.00009176011,"about_ca_system_score_gemma":0.000017753515,"threshold_uncertainty_score":0.18797617},"labels":[],"label_agreement":null},{"id":"W4392509698","doi":"10.1061/9780784485316.035","title":"A Liquefaction Triggering Surface for Ottawa F65 Sand: Cyclic DSS Results and PM4Sand Calibration","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Liquefaction; Calibration; Geotechnical engineering; Geology; Environmental science; Petroleum engineering; Computer science; Remote sensing; Materials science; Mathematics; Statistics","score_opus":0.008464890615809078,"score_gpt":0.21904652153842735,"score_spread":0.21058163092261828,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392509698","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.51939654,0.001015899,0.4732046,0.0003054595,0.0005027254,0.00038098512,0.00003103997,0.002594288,0.0025684065],"genre_scores_gemma":[0.99862945,0.00015511655,0.00073571556,0.0000069465436,0.000071054696,0.000021782089,0.000029027808,0.000032969077,0.00031795388],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993861,0.000007155597,0.00021081805,0.00017781627,0.00006993208,0.00014821],"domain_scores_gemma":[0.99971,0.0001315324,0.000008032762,0.00008007534,0.000015209566,0.000055124896],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017431902,0.0001140295,0.00010757923,0.0000582096,0.00004025822,0.000102917664,0.000029835555,0.00010955781,0.000006783777],"category_scores_gemma":[0.000060025995,0.00010597714,0.000035378514,0.00015416024,0.000009235222,0.00019970584,0.0000074763607,0.00009850069,0.0000029877422],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014560738,0.0000052511837,0.0000028198024,0.00034175158,0.000020159741,9.528644e-7,0.00016369925,0.96742976,0.020874674,0.0011321981,0.0011453623,0.008868812],"study_design_scores_gemma":[0.00024567085,0.00003464526,0.00016891588,0.00005122598,0.000011945511,0.000004242609,0.000013703112,0.9739875,0.010594194,0.00021175668,0.014536669,0.00013952192],"about_ca_topic_score_codex":0.000037602065,"about_ca_topic_score_gemma":0.00002027138,"teacher_disagreement_score":0.47923288,"about_ca_system_score_codex":0.000041126892,"about_ca_system_score_gemma":0.0000074947284,"threshold_uncertainty_score":0.43216223},"labels":[],"label_agreement":null},{"id":"W4392520643","doi":"10.1061/9780784485323.038","title":"Characterization of the Long-Term Tensile Stiffness of Geogrids at the Serviceability Limit of Strain","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Solmax (Canada)","funders":"","keywords":"Serviceability (structure); Stiffness; Ultimate tensile strength; Structural engineering; Materials science; Tensile strain; Limit (mathematics); Term (time); Composite material; Engineering; Mathematics; Physics","score_opus":0.007705610919701052,"score_gpt":0.1961741675499284,"score_spread":0.18846855663022735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392520643","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943227,0.00008310061,0.0047415434,0.00009368968,0.00021963734,0.00016802897,0.00007071274,0.0001221371,0.00017843711],"genre_scores_gemma":[0.99981034,0.000020592623,0.000008197641,0.0000045969005,0.000012477743,0.0000064565756,0.000027518197,0.0000144072565,0.00009540914],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993842,0.000018194538,0.0002739498,0.00009059687,0.00014660675,0.00008640993],"domain_scores_gemma":[0.99949646,0.00007363321,0.000027866585,0.0003158325,0.00007015633,0.00001605758],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001588512,0.00008279879,0.0001331526,0.000026016225,0.000016515549,0.00000669941,0.0001443934,0.00006689964,0.00008954112],"category_scores_gemma":[0.000032609365,0.00004790532,0.00007279198,0.0003055547,0.000056508008,0.000046758196,0.000055039578,0.00008414542,0.0000015918024],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000045695647,0.000030065208,0.00284112,0.0017138032,0.000039694696,2.1259933e-7,0.0003235912,0.21209235,0.77352655,0.0005721529,0.0000070439487,0.008848847],"study_design_scores_gemma":[0.00006109021,0.0000120014365,0.71197444,0.00012209137,0.000028930695,0.0000013389772,0.00001799214,0.21330236,0.07432051,0.000038806975,0.00005280988,0.00006760723],"about_ca_topic_score_codex":0.00001963779,"about_ca_topic_score_gemma":0.000034571567,"teacher_disagreement_score":0.7091333,"about_ca_system_score_codex":0.000025017067,"about_ca_system_score_gemma":0.0000112503785,"threshold_uncertainty_score":0.19535223},"labels":[],"label_agreement":null},{"id":"W4392520645","doi":"10.1061/9780784485323.030","title":"Design of Geosynthetic MSE Walls Supporting Bridge Abutment Footings Using the Stiffness Method","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Stiffness; Structural engineering; Geotechnical engineering; Engineering; Mechanically stabilized earth; Abutment; Reinforcement","score_opus":0.029546390429328977,"score_gpt":0.2821211779556939,"score_spread":0.2525747875263649,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392520645","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.061963305,0.00030139965,0.9365261,0.000052028412,0.00021701092,0.00018779586,0.0000021632543,0.00058787916,0.0001622994],"genre_scores_gemma":[0.9872396,0.000021651322,0.012598297,0.0000073663573,0.000029100942,0.000011994915,0.0000018671137,0.000040985906,0.00004916654],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911815,0.00003632864,0.00031470612,0.0001465728,0.00015582461,0.00022842083],"domain_scores_gemma":[0.9994065,0.00031348207,0.00002081195,0.00018926791,0.000030902287,0.000039021073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006839557,0.00013242311,0.00015547681,0.00006502019,0.000037440823,0.000045305453,0.000121873934,0.00006371072,0.00004803711],"category_scores_gemma":[0.00006417946,0.00009410568,0.00006210284,0.0002712697,0.00001801713,0.00006155844,0.000021934566,0.00014048613,0.000005485222],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000010159354,0.0000059628137,0.0000012894279,0.00018183082,0.000026228505,0.0000024553094,0.00031915648,0.95320785,0.027965339,0.0008507547,0.00002762432,0.01741048],"study_design_scores_gemma":[0.000043893637,0.000011170769,0.00008923251,0.00009491923,0.000038471884,0.000012463397,0.000038119582,0.98841184,0.010558837,0.00032016032,0.0002662324,0.000114647766],"about_ca_topic_score_codex":0.000059826107,"about_ca_topic_score_gemma":0.000001140704,"teacher_disagreement_score":0.9252763,"about_ca_system_score_codex":0.000053091146,"about_ca_system_score_gemma":0.000016507614,"threshold_uncertainty_score":0.3837518},"labels":[],"label_agreement":null},{"id":"W4392520650","doi":"10.1061/9780784485323.035","title":"Some Rehabilitation Schemes for Geosynthetic-Reinforced Soil Abutments on Soft Soil Foundations","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"WSP (Canada); Royal Military College of Canada","funders":"","keywords":"Geosynthetics; Geotechnical engineering; Rehabilitation; Geology; Psychology","score_opus":0.008705439700880299,"score_gpt":0.23538921714755026,"score_spread":0.22668377744666995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392520650","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17688452,0.00042513013,0.80873865,0.001186286,0.0020290583,0.0009508561,0.000053259864,0.005964725,0.0037675414],"genre_scores_gemma":[0.99680436,0.00003172927,0.0012253345,0.00003690819,0.00013990964,0.00025927098,0.00009052682,0.000058032983,0.0013539261],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99916744,0.000006248262,0.0002465562,0.00020033734,0.00014995947,0.00022946704],"domain_scores_gemma":[0.9992861,0.00038442248,0.000009213586,0.00021284622,0.000044751287,0.00006268032],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014935671,0.00015975602,0.00012486886,0.00014508805,0.00007318569,0.00009529814,0.00008191737,0.000108278386,0.000052290427],"category_scores_gemma":[0.00025984045,0.000150362,0.00010862622,0.00018099407,0.00002388704,0.00022753638,0.000010969174,0.00010967206,0.00013612464],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000037056236,0.000010393706,8.6665517e-7,0.00024207398,0.000028191678,2.1224288e-7,0.00008934338,0.9052569,0.0017110535,0.08281651,0.0009224584,0.008918251],"study_design_scores_gemma":[0.00016988252,0.00010263669,0.000027365131,0.00008442263,0.000017917355,6.1763427e-7,0.000029902301,0.9628401,0.001974712,0.0040550074,0.030514505,0.00018297156],"about_ca_topic_score_codex":0.000008442052,"about_ca_topic_score_gemma":0.0000055688906,"teacher_disagreement_score":0.8199198,"about_ca_system_score_codex":0.00011917588,"about_ca_system_score_gemma":0.000020263247,"threshold_uncertainty_score":0.6131584},"labels":[],"label_agreement":null},{"id":"W4392520679","doi":"10.1061/9780784485347.032","title":"A Coupled Finite Element Method in Slope Stability Analysis","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Finite element method; Stability (learning theory); Computer science; Structural engineering; Engineering","score_opus":0.013338354126944459,"score_gpt":0.2529526968046226,"score_spread":0.23961434267767817,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392520679","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.030405816,0.00026238707,0.96590513,0.00005806044,0.0000939763,0.000093278344,0.0000043989407,0.0009004701,0.0022764895],"genre_scores_gemma":[0.9937865,0.000035989033,0.0060374127,0.000007991511,0.000011061688,0.000030783976,0.000016885464,0.000014254968,0.000059112874],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99930733,0.000018485936,0.0002312348,0.00016916465,0.00010990865,0.00016388966],"domain_scores_gemma":[0.9995974,0.00016284981,0.0000034162913,0.00017913205,0.000014441104,0.000042801734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045756644,0.00009670744,0.00016566497,0.00021624917,0.000008609661,0.0000359378,0.000060818966,0.00005856753,0.0006727677],"category_scores_gemma":[0.000056369787,0.00008714314,0.000082662846,0.001483606,0.0000053974845,0.000055309425,0.000015134024,0.00013546154,0.000023486828],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[7.9203977e-7,0.000009168976,0.00017557769,0.00007660764,0.00008192162,0.000002518271,0.000098942975,0.99465156,0.00041048668,0.0007866976,0.00001926771,0.0036864614],"study_design_scores_gemma":[0.000055039833,0.000007588095,0.0019159443,0.000008804651,0.000057172994,1.6041369e-7,0.000025271745,0.9957928,0.00033813887,0.00017914861,0.0015153879,0.0001045071],"about_ca_topic_score_codex":0.00008670619,"about_ca_topic_score_gemma":0.00031891093,"teacher_disagreement_score":0.9633807,"about_ca_system_score_codex":0.00010282894,"about_ca_system_score_gemma":0.000008328577,"threshold_uncertainty_score":0.7366335},"labels":[],"label_agreement":null},{"id":"W4392520698","doi":"10.1061/9780784485323.041","title":"Importance of Product-Specific Testing in Determining Durability Reduction Factor for Polyester Geogrids in High pH Conditions","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Solmax (Canada)","funders":"","keywords":"Polyester; Durability; Reduction (mathematics); Product (mathematics); Reliability engineering; Materials science; Computer science; Composite material; Engineering; Mathematics","score_opus":0.022244559103419586,"score_gpt":0.2398948789953505,"score_spread":0.21765031989193093,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392520698","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99228275,0.00017626995,0.0063821333,0.000051674044,0.0003343021,0.00028248178,0.000026359367,0.00035840017,0.0001056177],"genre_scores_gemma":[0.9978864,0.00000994375,0.0019110187,0.0000012080361,0.00005395952,0.000081782346,0.00001654232,0.00002228236,0.00001685371],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991773,0.000007708145,0.00036937252,0.00020889973,0.00006728952,0.00016944978],"domain_scores_gemma":[0.9996586,0.0001219302,0.000014512287,0.00014877463,0.000032452397,0.000023755256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015610045,0.0001012227,0.00014649816,0.00015618965,0.000012880289,0.000018417957,0.000049415492,0.000053057385,0.000018262836],"category_scores_gemma":[0.00014851472,0.00010177036,0.000030280487,0.00045830238,0.000021637105,0.00015842509,0.0000085977745,0.00013324777,0.0000012349554],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000059464987,0.000051501145,0.02046748,0.0009979067,0.0000099823865,0.0000034170994,0.00043344154,0.82054806,0.13264675,0.00085292617,0.0000430098,0.023939552],"study_design_scores_gemma":[0.00027142206,0.000051159717,0.475899,0.00029456633,0.0000056970534,0.000010016047,0.00007332434,0.5054913,0.0164429,0.0010263346,0.00015899446,0.00027524916],"about_ca_topic_score_codex":0.000023681912,"about_ca_topic_score_gemma":0.000035747053,"teacher_disagreement_score":0.45543152,"about_ca_system_score_codex":0.000102543214,"about_ca_system_score_gemma":0.00001387161,"threshold_uncertainty_score":0.4150075},"labels":[],"label_agreement":null},{"id":"W4392520743","doi":"10.1061/9780784485347.013","title":"Effect of Inherent Fabric on Cyclic Resistance of Granular Materials with Static Shear: A 3D-DEM Study","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Materials science; Shear (geology); Composite material; Geotechnical engineering; Computer science; Geology","score_opus":0.004299077376401109,"score_gpt":0.2164619249666096,"score_spread":0.21216284759020848,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392520743","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9873399,0.00017460287,0.011179207,0.0000064113856,0.00010042232,0.00042830993,0.000008999349,0.00035574814,0.0004063677],"genre_scores_gemma":[0.99969995,0.000014208767,0.00011783186,0.0000012774171,0.00000806269,0.000049335238,0.000004077753,0.000032507425,0.00007274223],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99923325,0.000051783718,0.00026058845,0.00013536663,0.00019776309,0.00012125397],"domain_scores_gemma":[0.99958724,0.00014847796,0.000015603373,0.00020296013,0.000016739972,0.000028960108],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028611848,0.00013523008,0.00027641596,0.00009381616,0.00000875497,0.000014757798,0.00006627719,0.000039634913,0.000037121496],"category_scores_gemma":[0.000031631393,0.000093894814,0.000026814087,0.0002900543,0.000016256896,0.0000339181,0.000009237248,0.000074088144,0.000006736203],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016001081,0.0001502748,0.00019566414,0.006003489,0.00015258657,0.0000186339,0.0005866697,0.94740826,0.04185592,0.0006791834,0.00017447467,0.0026148136],"study_design_scores_gemma":[0.003467653,0.010939486,0.016666178,0.0037784306,0.0005282136,0.0000065542895,0.0002460021,0.23663618,0.72549117,0.00026608727,0.0007910244,0.001183011],"about_ca_topic_score_codex":0.000026606296,"about_ca_topic_score_gemma":0.000010144323,"teacher_disagreement_score":0.7107721,"about_ca_system_score_codex":0.000030987234,"about_ca_system_score_gemma":0.0000054046263,"threshold_uncertainty_score":0.38289192},"labels":[],"label_agreement":null},{"id":"W4392520770","doi":"10.1061/9780784485347.024","title":"3D Slope Stability Analysis by Finite Element Methods","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Finite element method; Stability (learning theory); Finite element limit analysis; Computer science; Mixed finite element method; Structural engineering; Engineering","score_opus":0.01294903121462734,"score_gpt":0.2706579562489315,"score_spread":0.2577089250343042,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392520770","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00404297,0.00091856613,0.9867553,0.000055304306,0.00017207152,0.000066139226,0.000016248734,0.0016029859,0.0063703978],"genre_scores_gemma":[0.9709183,0.000088057255,0.02857419,0.000014601095,0.000019338011,0.000026692265,0.000053259533,0.000023218085,0.0002823576],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992802,0.000028891001,0.0002162411,0.00018638831,0.0001114826,0.00017675481],"domain_scores_gemma":[0.9995158,0.00016671825,0.0000041816097,0.00022896646,0.000019052977,0.00006533554],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00044071767,0.000116239426,0.00015929462,0.00010605543,0.00001884971,0.00005594525,0.00007660998,0.000068324436,0.0011427499],"category_scores_gemma":[0.000058636466,0.00010194856,0.00010363813,0.0009946588,0.000010764655,0.00006508315,0.000019429775,0.00013175904,0.00003339603],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[4.4269805e-7,0.000009212699,0.000036846566,0.00008586742,0.00022324038,5.882524e-7,0.000057748515,0.95648134,0.001965192,0.00039900435,0.00078579964,0.039954726],"study_design_scores_gemma":[0.000025404826,0.000007907669,0.0001490028,0.0000041660005,0.00011984864,1.1903864e-7,0.000012424875,0.94205993,0.0028681525,0.00009166995,0.054538123,0.00012323375],"about_ca_topic_score_codex":0.000025255062,"about_ca_topic_score_gemma":0.000013109209,"teacher_disagreement_score":0.9668753,"about_ca_system_score_codex":0.00007545675,"about_ca_system_score_gemma":0.0000056353047,"threshold_uncertainty_score":0.99977034},"labels":[],"label_agreement":null},{"id":"W4392520816","doi":"10.1061/9780784485316.036","title":"Seismic Ground Deformation Analyses for the Design of a Large Outfitting Pier in North Vancouver, BC","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Pier; Deformation (meteorology); Geology; Engineering; Structural engineering","score_opus":0.027127946187388702,"score_gpt":0.26240895745099196,"score_spread":0.23528101126360326,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392520816","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05680769,0.00038704186,0.9420451,0.000010335864,0.00020774655,0.00018696752,0.000004014839,0.00022549205,0.00012562622],"genre_scores_gemma":[0.9987272,0.000053605294,0.0010609886,0.0000072774496,0.000019930065,0.000040389008,0.000006442766,0.000014992288,0.00006918812],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99952686,0.0000076188753,0.00019972873,0.000066092456,0.00007059593,0.00012910579],"domain_scores_gemma":[0.9996369,0.00022896417,0.000009719078,0.00009030487,0.000020844667,0.000013285516],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024100528,0.000071276016,0.000089802954,0.00008424221,0.000021341912,0.000019263545,0.000059423113,0.00004077285,0.0000067150722],"category_scores_gemma":[0.000056699562,0.00004884662,0.000042857595,0.0003539793,0.0000056016884,0.00011670054,0.000008493415,0.00007635193,0.0000024046258],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000015505115,0.000005006406,0.000050214614,0.00019295531,0.000016738195,1.4489905e-7,0.00022658375,0.99645156,0.00011848343,0.0001779627,0.00021436061,0.0025444648],"study_design_scores_gemma":[0.000095650306,0.000011870116,0.00087226444,0.000029104038,0.00001651508,2.991512e-7,0.00014262622,0.9974926,0.00023203372,0.00011023167,0.0009357426,0.00006105906],"about_ca_topic_score_codex":0.000061116094,"about_ca_topic_score_gemma":0.00050735945,"teacher_disagreement_score":0.9419195,"about_ca_system_score_codex":0.000042132775,"about_ca_system_score_gemma":0.000008073859,"threshold_uncertainty_score":0.19919074},"labels":[],"label_agreement":null},{"id":"W4392520817","doi":"10.1061/9780784485316.075","title":"Overview of the Risk Assessment of Mechanically Stabilized Earth Walls","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Winnipeg; University of Manitoba","funders":"","keywords":"Earth (classical element); Risk assessment; Astrobiology; Computer science; Risk analysis (engineering); Environmental science; Forensic engineering; Engineering; Business; Computer security; Mathematics; Physics","score_opus":0.013616128049176888,"score_gpt":0.25208835958303927,"score_spread":0.23847223153386238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392520817","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54925144,0.003292514,0.42918712,0.00019179059,0.0010962577,0.0005937239,0.00006099352,0.0012705722,0.015055592],"genre_scores_gemma":[0.99782187,0.000494695,0.0015674672,0.000003730355,0.0000079675565,0.00000721905,0.00000120556,0.00001656468,0.000079283505],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993563,0.000025807236,0.00026137198,0.00008740324,0.00017628205,0.000092819166],"domain_scores_gemma":[0.9995695,0.00010325803,0.000017176817,0.00025095925,0.000034678877,0.000024479032],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025529394,0.00007952373,0.00015468645,0.00002953736,0.000009892842,0.000009165758,0.000120301396,0.00005741709,0.00015475105],"category_scores_gemma":[0.00006057445,0.000050577073,0.00011442057,0.00028172677,0.00001563431,0.000038589013,0.000035211942,0.00014191159,0.000002392175],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000012833444,0.000035194764,0.00015675911,0.0012081052,0.000091612535,3.727479e-7,0.00006806186,0.8766491,0.036878493,0.076899625,0.00010373563,0.007907645],"study_design_scores_gemma":[0.00010479442,0.00003007514,0.0052092085,0.00016053916,0.000037160138,5.8152744e-7,0.000010360284,0.9799608,0.010612109,0.0015201487,0.0022708122,0.000083427585],"about_ca_topic_score_codex":0.000023316152,"about_ca_topic_score_gemma":0.00001631671,"teacher_disagreement_score":0.44857043,"about_ca_system_score_codex":0.000019101466,"about_ca_system_score_gemma":0.000022267595,"threshold_uncertainty_score":0.20624731},"labels":[],"label_agreement":null},{"id":"W4392520842","doi":"10.1061/9780784485330.062","title":"Long-Term Stress and Consolidation Behavior of a Soil-Bentonite Slurry Trench Cutoff Wall","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kensington Health","funders":"","keywords":"Slurry; Consolidation (business); Bentonite; Cutoff; Geotechnical engineering; Trench; Materials science; Term (time); Geology; Composite material; Physics","score_opus":0.008281951217049499,"score_gpt":0.22626940030755915,"score_spread":0.21798744909050966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392520842","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98401165,0.000795091,0.013337515,0.000016749744,0.00015201153,0.00010411441,0.000014955443,0.0005698592,0.0009980646],"genre_scores_gemma":[0.9994306,0.00015714852,0.00008614425,0.0000024126077,0.000016555061,0.00002137044,0.00004024972,0.00001929507,0.00022620536],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99950945,0.000005164192,0.00016906811,0.00011545527,0.00008832891,0.000112500005],"domain_scores_gemma":[0.9997839,0.00003297236,0.0000073085907,0.000107686195,0.00002104104,0.000047137528],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004402496,0.00009611812,0.00010405215,0.00009105562,0.000014397745,0.00003750159,0.000042070165,0.00007681666,0.00007216452],"category_scores_gemma":[0.0000072255393,0.00009023503,0.000029087332,0.00014377337,0.00002300996,0.00009578142,0.000014846459,0.00008993087,0.0000060478555],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009303561,0.00019631596,0.02723396,0.004833723,0.00016874894,0.000055847257,0.0016738983,0.78189385,0.036680307,0.008236016,0.00033180468,0.1386862],"study_design_scores_gemma":[0.00023267769,0.000057399626,0.06978849,0.00029428134,0.000091226626,0.0000137979905,0.000026920417,0.9138763,0.014963786,0.000057360536,0.000311153,0.0002866223],"about_ca_topic_score_codex":0.000025925878,"about_ca_topic_score_gemma":0.000044569926,"teacher_disagreement_score":0.13839957,"about_ca_system_score_codex":0.00002039175,"about_ca_system_score_gemma":0.000007081131,"threshold_uncertainty_score":0.36796775},"labels":[],"label_agreement":null},{"id":"W4392587117","doi":"10.3390/geotechnics4010016","title":"A Comparative Study of Embedded Wall Displacements Using Small-Strain Hardening Soil Model","year":2024,"lang":"en","type":"article","venue":"Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; Rocscience (Canada)","funders":"","keywords":"Strain hardening exponent; Hardening (computing); Materials science; Structural engineering; Strain (injury); Geotechnical engineering; Composite material; Geology; Engineering","score_opus":0.041301366787921165,"score_gpt":0.273979503094479,"score_spread":0.23267813630655781,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392587117","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.66663396,0.00020964484,0.3317059,0.0000047859676,0.00012029822,0.00026901628,0.000019921323,0.0008179304,0.00021851038],"genre_scores_gemma":[0.9980227,0.000016036853,0.001791372,0.0000031523298,0.000017433893,0.000030159628,0.000014704937,0.00004715237,0.00005733974],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989075,0.000017320544,0.00036327384,0.00023155501,0.00021842966,0.0002619373],"domain_scores_gemma":[0.99955744,0.000036803878,0.00002554226,0.00027653165,0.00004366417,0.000060051574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002095728,0.00020935455,0.00029282793,0.00015632357,0.000045448403,0.000042274096,0.00016754908,0.00013075501,0.000008039981],"category_scores_gemma":[0.000018156627,0.0002169091,0.00006761157,0.00039500737,0.000021882704,0.00008604401,0.00005736973,0.00031578002,0.0000052498963],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000038444214,0.00006495459,0.0000032624132,0.00017308608,0.0000646474,0.0000045462543,0.0018984439,0.98504627,0.012089832,0.00015886108,0.000032346892,0.00045992542],"study_design_scores_gemma":[0.00022079037,0.000077369965,0.000021085243,0.00013323428,0.000058916026,0.0000034602672,0.00046996147,0.99763864,0.00084939663,0.00023374711,0.00008257487,0.00021082973],"about_ca_topic_score_codex":0.000024906456,"about_ca_topic_score_gemma":0.000029277428,"teacher_disagreement_score":0.33138865,"about_ca_system_score_codex":0.00010677031,"about_ca_system_score_gemma":0.000026663827,"threshold_uncertainty_score":0.88452965},"labels":[],"label_agreement":null},{"id":"W4392817178","doi":"10.3390/app14062442","title":"Comprehensive Evaluation of Lateral Performance of Innovative Post in Sand","year":2024,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Mitacs","keywords":"Environmental science","score_opus":0.023314047412493866,"score_gpt":0.2577410599905539,"score_spread":0.23442701257806003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392817178","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99714285,0.0001755788,0.00020588383,0.0000060514226,0.00006913377,0.000082839746,0.000001758976,0.000040827497,0.0022750609],"genre_scores_gemma":[0.9998575,0.000010535703,0.000110203946,0.0000021406518,0.0000047765316,0.000008465949,0.0000022318916,0.000002874757,0.0000012570739],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994889,0.000004915938,0.00013743536,0.00007160757,0.00023088242,0.00006624795],"domain_scores_gemma":[0.9998373,0.000034688066,0.000009761327,0.000040260784,0.00007108899,0.0000069030934],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033934545,0.000041472736,0.00007209647,0.000120325,0.000009229341,0.000008191097,0.000069330075,0.000024528625,0.000008461928],"category_scores_gemma":[0.000009966539,0.000035451736,0.0000070407405,0.00086768845,0.00007285749,0.000060299066,0.000009933525,0.000048751077,0.0000016182711],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000015094831,0.0000042483452,0.00041412725,0.00011767877,0.0000027893905,4.799335e-8,0.0004398988,0.9268555,0.06346854,0.0011682439,0.0000031278375,0.007524286],"study_design_scores_gemma":[0.00008478431,0.00003316812,0.03182684,0.00006216296,0.0000025196034,3.098669e-7,0.00006902377,0.9359265,0.03162099,0.00029626326,0.00002621726,0.00005125271],"about_ca_topic_score_codex":0.000008972982,"about_ca_topic_score_gemma":0.0000018781773,"teacher_disagreement_score":0.031847544,"about_ca_system_score_codex":0.000017140803,"about_ca_system_score_gemma":0.00002257591,"threshold_uncertainty_score":0.144568},"labels":[],"label_agreement":null},{"id":"W4392946442","doi":"10.1061/jmcee7.mteng-16964","title":"Investigation of High Plasticity Clay Stabilized with Cement and Zeolite Using Time-Dependent Pressure Wave Velocity","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Zeolite; Cement; Materials science; Geotechnical engineering; Plasticity; Composite material; Geology; Mineralogy; Chemistry","score_opus":0.010837414802437008,"score_gpt":0.189153340856181,"score_spread":0.178315926053744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392946442","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9496192,0.00060183497,0.049158957,0.000010995624,0.00037689394,0.0001115749,0.000019487134,0.00009198378,0.000009127275],"genre_scores_gemma":[0.99736017,0.00008209103,0.0024238797,0.000001108109,0.00008248209,0.000003571802,0.000002382646,0.00004124027,0.0000030803706],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99884236,0.000026632963,0.0005844365,0.00011605606,0.00025353013,0.00017696318],"domain_scores_gemma":[0.9995897,0.000111782705,0.0000779941,0.000082595274,0.00006556609,0.00007238267],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005018936,0.00017564413,0.00037965077,0.00024504474,0.000011679464,0.00005409158,0.0000674262,0.000107009924,0.00003467928],"category_scores_gemma":[0.000083996165,0.0001519363,0.000027910548,0.00019332058,0.000023828454,0.00021700775,0.00002752215,0.00019691538,3.7254105e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001736257,0.000004168235,0.000017257924,0.0008050413,0.00004747063,0.000010418877,0.00014585747,0.6618203,0.3369951,0.000071078466,0.0000025663612,0.00006336739],"study_design_scores_gemma":[0.00050151773,0.00010012238,0.0019714353,0.0013110534,0.00008746178,0.00007476245,0.000014652833,0.79190236,0.20365497,0.00013063155,0.000048025584,0.00020299148],"about_ca_topic_score_codex":0.000021763279,"about_ca_topic_score_gemma":0.0000051909237,"teacher_disagreement_score":0.13334012,"about_ca_system_score_codex":0.000106401916,"about_ca_system_score_gemma":0.00003257575,"threshold_uncertainty_score":0.61957824},"labels":[],"label_agreement":null},{"id":"W4392988309","doi":"10.1007/s10706-024-02775-8","title":"Effect of Specimen Size on the Dynamic Behavior of Tire-Derived Aggregates (TDA)","year":2024,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Hydrogeology; Materials science; Composite material; Structural engineering; Geotechnical engineering; Engineering","score_opus":0.004070831565864496,"score_gpt":0.19725967626750088,"score_spread":0.1931888447016364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392988309","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928452,0.0020017335,0.0034885441,0.00015433141,0.0001619737,0.00030360004,0.000011124724,0.0008718626,0.00016163579],"genre_scores_gemma":[0.999472,0.00028718862,0.00008318174,0.0000061246883,0.000025723639,0.00007224049,0.0000036787378,0.000030068,0.000019774941],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99890476,0.000027968079,0.00035417115,0.00022620244,0.0001914987,0.00029538746],"domain_scores_gemma":[0.99817044,0.0014751521,0.000021026402,0.00024011597,0.000018462986,0.00007482933],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003746147,0.00024675083,0.00036969077,0.000071804054,0.000027632777,0.000018242445,0.0001824437,0.0002457936,0.00006316553],"category_scores_gemma":[0.00048600868,0.00015375523,0.00012851498,0.00031326423,0.000119731056,0.00004001631,0.00008329896,0.0004542734,0.0000069283874],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000228527,0.000032996406,0.000015764002,0.00069623685,0.000054273616,0.000019686659,0.000024833696,0.8951541,0.059045468,0.004450802,0.00002014554,0.04046283],"study_design_scores_gemma":[0.00017575063,0.0006376621,0.003127825,0.0002952091,0.00006473853,0.000017605857,0.000004072821,0.9793908,0.015240207,0.00015267362,0.00065574556,0.00023772518],"about_ca_topic_score_codex":0.0000044540902,"about_ca_topic_score_gemma":3.1554978e-7,"teacher_disagreement_score":0.084236674,"about_ca_system_score_codex":0.00002874665,"about_ca_system_score_gemma":0.00000431692,"threshold_uncertainty_score":0.6269956},"labels":[],"label_agreement":null},{"id":"W4393306282","doi":"10.31274/td-20240329-735","title":"The development of the use of magnetic particle rotation in soil ground improvement","year":2022,"lang":"en","type":"dissertation","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Iowa State University","keywords":"Magnetic field; Geotechnical engineering; Materials science; Compressibility; Magnetic nanoparticles; Soil water; Soil science; Environmental science; Geology; Physics; Mechanics; Nanotechnology","score_opus":0.012762999957081118,"score_gpt":0.20464626781775316,"score_spread":0.19188326786067206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393306282","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986612,0.00014492507,0.0004346177,0.000007736246,0.00026560455,0.0002501985,0.0000017988924,0.0000350079,0.00019887347],"genre_scores_gemma":[0.9987856,0.00003462622,0.00015569758,0.0000016351917,0.0000029407618,0.00011414202,0.000036877092,0.000017082977,0.0008513956],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992101,0.000014234273,0.0003981293,0.000073164316,0.00020311002,0.00010121974],"domain_scores_gemma":[0.99966955,0.00006628149,0.000052830463,0.00016846543,0.000031624837,0.000011223141],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013682694,0.00008719712,0.00009916903,0.000027668324,0.000044865235,0.000011225959,0.00011491109,0.000052214586,0.000036517376],"category_scores_gemma":[0.000052094452,0.000058997055,0.000034857716,0.00021378865,0.000008674117,0.000029381672,0.00001755421,0.00012501694,4.757395e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007546136,0.000025031442,0.000076995086,0.0002094308,0.000011844774,4.6920842e-8,0.001432704,0.9443033,0.010165319,0.00037626625,0.000016457827,0.0433751],"study_design_scores_gemma":[0.00049004477,0.00010277821,0.1464637,0.00015596599,0.000041288753,2.0287709e-7,0.0032468336,0.7654045,0.079474695,0.00023244391,0.004021844,0.0003656827],"about_ca_topic_score_codex":0.00009371244,"about_ca_topic_score_gemma":0.0023970548,"teacher_disagreement_score":0.17889874,"about_ca_system_score_codex":0.00008170266,"about_ca_system_score_gemma":0.000035346508,"threshold_uncertainty_score":0.240583},"labels":[],"label_agreement":null},{"id":"W4393428153","doi":"10.1016/j.geotexmem.2024.03.006","title":"Numerical modelling of reinforced fill over a void considering rate-dependent stiffness of the reinforcement","year":2024,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; WSP (Canada); Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Reinforcement; Void (composites); Stiffness; Geotechnical engineering; Ultimate tensile strength; Geosynthetics; Void ratio; Structural engineering; Geogrid; Settlement (finance); Materials science; Deformation (meteorology); Geotextile; Engineering; Composite material; Computer science","score_opus":0.010458614626480109,"score_gpt":0.19228851817752074,"score_spread":0.18182990355104062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393428153","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9612259,0.0016553596,0.035766993,0.00005482887,0.00041540305,0.00023036695,0.000016116104,0.00025684238,0.0003781329],"genre_scores_gemma":[0.99944997,0.0003119205,0.000009312099,0.000007673357,0.000021261627,0.000010671532,0.0000045724287,0.000023791907,0.00016083143],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99914217,0.000011871453,0.00035047982,0.0001435279,0.0001689742,0.00018296936],"domain_scores_gemma":[0.9995706,0.00011097954,0.000030906347,0.00020718039,0.000034702833,0.00004562382],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014847623,0.00015041525,0.00022555319,0.000069723406,0.00003803804,0.000028383176,0.00010034575,0.000085750005,0.000047982907],"category_scores_gemma":[0.000027700216,0.00011198554,0.00008288967,0.00020591347,0.000053474792,0.00008638291,0.000048465827,0.00014151713,0.0000018977057],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000058633395,0.000002624934,0.0000013096571,0.0009791389,0.000031934735,0.0000014447359,0.00029328454,0.9921239,0.0036248213,0.0010894783,0.000014379376,0.0018318343],"study_design_scores_gemma":[0.00014823684,0.000013852363,0.0001881035,0.00025250964,0.000022974109,0.0000062858485,0.000071077564,0.9965806,0.0017309164,0.00015257661,0.0007050003,0.00012788472],"about_ca_topic_score_codex":0.00012876496,"about_ca_topic_score_gemma":0.0000028682564,"teacher_disagreement_score":0.038224008,"about_ca_system_score_codex":0.000016355782,"about_ca_system_score_gemma":0.000016132266,"threshold_uncertainty_score":0.45666376},"labels":[],"label_agreement":null},{"id":"W4394589673","doi":"10.1016/j.oceaneng.2024.117805","title":"Experimental investigation on the behavior of cyclic-laterally loaded lattice-shaped diaphragm wall in soft soil","year":2024,"lang":"en","type":"article","venue":"Ocean Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Materials science; Diaphragm (acoustics); Lattice (music); Geotechnical engineering; Structural engineering; Composite material; Geology; Engineering; Physics; Vibration; Acoustics","score_opus":0.014358672918999746,"score_gpt":0.2069805720076326,"score_spread":0.19262189908863284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394589673","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99376106,0.0005723269,0.0041703978,0.00007661188,0.00030892852,0.00023650253,0.0000043890277,0.0007576671,0.000112095855],"genre_scores_gemma":[0.99962,0.000015679947,0.00015220167,0.000015794747,0.000045770834,0.000040870098,0.000014581,0.00006957496,0.000025509362],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991031,0.000010406669,0.00028190293,0.0001824417,0.00017871098,0.00024338231],"domain_scores_gemma":[0.9995943,0.000112344496,0.000013422915,0.00020478164,0.000012010044,0.000063186984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015822017,0.00020091324,0.0001683081,0.0001509885,0.000020824518,0.000044613324,0.00014839633,0.00011305204,0.000036349626],"category_scores_gemma":[0.000042731106,0.0001803894,0.00006935838,0.00030977794,0.000023257297,0.000114835144,0.000022193604,0.00030857648,0.000021243442],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000017733427,0.000016861146,0.0000781241,0.00013123149,0.00001350519,0.00000933257,0.0007088903,0.85999036,0.13783017,0.0007582071,0.000045595734,0.00041593963],"study_design_scores_gemma":[0.00012768836,0.000028200151,0.0022522975,0.00026096622,0.000012195678,0.0000035887074,0.000038207334,0.9426376,0.054156445,0.00004172182,0.00023867915,0.0002023753],"about_ca_topic_score_codex":0.00002116471,"about_ca_topic_score_gemma":0.0000030501935,"teacher_disagreement_score":0.083673716,"about_ca_system_score_codex":0.00009310252,"about_ca_system_score_gemma":0.000010067332,"threshold_uncertainty_score":0.7356066},"labels":[],"label_agreement":null},{"id":"W4394787189","doi":"10.1016/j.heliyon.2024.e29656","title":"Investigation of chemical, physical and morpho-mechanical properties of banana-plantain stalk fibers for ropes and woven fabrics used in composite and limited-lifespan geotextile","year":2024,"lang":"en","type":"article","venue":"Heliyon","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Université de Haute-Alsace","keywords":"Hemicellulose; Materials science; Composite material; Ultimate tensile strength; Cellulose; Lignin; Fiber; Tear resistance; Aramid; Chemical engineering; Chemistry","score_opus":0.014490191983178836,"score_gpt":0.19652439012187592,"score_spread":0.1820341981386971,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394787189","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996759,0.0020092262,0.0008758322,0.000050701048,0.000023362983,0.00017408222,0.00002435873,0.000078514524,0.0000049100663],"genre_scores_gemma":[0.9993067,0.00034461616,0.00027803602,0.0000040218993,0.0000140287375,0.000015576468,0.000015027383,0.000018568842,0.0000034562509],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99950165,0.0000104788105,0.00017344681,0.0001343904,0.000076826196,0.000103198385],"domain_scores_gemma":[0.9997755,0.00008139932,0.000014685276,0.000063873784,0.00001780808,0.000046712372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008401925,0.00009663768,0.00018749834,0.00007502713,0.000009594305,0.000018657915,0.00002880208,0.00007684259,4.8262217e-7],"category_scores_gemma":[0.0000303317,0.00008784976,0.000018013536,0.00012583032,0.00005801121,0.00007161026,0.000024077604,0.00008900185,1.3795915e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017452956,0.00001021214,0.00012567887,0.0034275532,0.000016113783,8.608682e-7,0.00076502113,0.019620758,0.97383416,0.00042988785,0.000008126451,0.0017441934],"study_design_scores_gemma":[0.00021671478,0.000063386746,0.00068366865,0.00076654647,0.000022094293,0.0000035801847,0.00005952701,0.6290543,0.36879474,0.00016201573,0.000060214894,0.00011322815],"about_ca_topic_score_codex":0.00002230531,"about_ca_topic_score_gemma":0.000007155705,"teacher_disagreement_score":0.60943353,"about_ca_system_score_codex":0.000017599834,"about_ca_system_score_gemma":0.00000866293,"threshold_uncertainty_score":0.3582409},"labels":[],"label_agreement":null},{"id":"W4394826277","doi":"10.4025/revtecnol.v31i0.58620","title":"Estudo da Dosagem de Argamassa camada única de Solo com Adição de Fibra de Poliéster","year":2024,"lang":"pt","type":"article","venue":"Revista Tecnológica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Impact","funders":"","keywords":"Physics; Humanities; Art","score_opus":0.013045714882938821,"score_gpt":0.2461925272849022,"score_spread":0.2331468124019634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394826277","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32532847,0.046437953,0.606575,0.00554036,0.0008604186,0.0014286281,0.00030977372,0.0067387405,0.0067806426],"genre_scores_gemma":[0.9931992,0.0018459142,0.0020900234,0.00019931344,0.00039112248,0.000080484926,0.0000376428,0.00024345174,0.0019127948],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.996397,0.000198596,0.00074992084,0.0006867618,0.00035780674,0.0016098681],"domain_scores_gemma":[0.9978814,0.0004377311,0.0000717949,0.0009316747,0.00005637295,0.0006210382],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001024108,0.0006545847,0.00068303547,0.00025136746,0.00018617364,0.00078306947,0.00060364616,0.0007341518,0.00028815542],"category_scores_gemma":[0.00048747528,0.0006870118,0.00039660017,0.0008838717,0.000102244805,0.00018416408,0.00021020405,0.0013448667,0.0002304342],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008134598,0.00032696006,0.0049699876,0.013162609,0.00095885014,0.001232743,0.005066167,0.8437588,0.017345138,0.03181549,0.036935136,0.044346746],"study_design_scores_gemma":[0.00045830294,0.00014998809,0.0050745006,0.0024490799,0.0003620925,0.0002659251,0.00014697072,0.7909349,0.0005481199,0.00052698626,0.19805124,0.0010318747],"about_ca_topic_score_codex":0.00038076856,"about_ca_topic_score_gemma":0.000032480224,"teacher_disagreement_score":0.66787076,"about_ca_system_score_codex":0.0015818735,"about_ca_system_score_gemma":0.00047554448,"threshold_uncertainty_score":0.9995581},"labels":[],"label_agreement":null},{"id":"W4395000482","doi":"10.1080/19386362.2024.2344410","title":"Factors affecting axial and lateral load transfer of hollow fibre-reinforced polymer piles in soft clay","year":2023,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Geotechnical engineering; Geology; Materials science; Structural engineering; Engineering","score_opus":0.009907706346736659,"score_gpt":0.2195384347828965,"score_spread":0.20963072843615985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395000482","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9505075,0.00020159573,0.04835744,0.000065064836,0.0005497092,0.000063352585,0.00000717672,0.00022367704,0.000024449138],"genre_scores_gemma":[0.99963456,0.00011563256,0.0000871299,0.000004356272,0.00010053991,0.000001597311,0.0000058376813,0.00003572396,0.000014646106],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99862945,0.000009225133,0.0005818625,0.00011115998,0.00043385365,0.00023441843],"domain_scores_gemma":[0.9994739,0.00019632932,0.00004627899,0.00008904992,0.00010163313,0.00009276822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003449283,0.00018305755,0.00031964204,0.0003729809,0.000013822469,0.00002882596,0.00024920737,0.00017608705,0.000018575061],"category_scores_gemma":[0.0002433739,0.00017508757,0.00014095771,0.0002909243,0.000029365448,0.00020603777,0.000042789223,0.0004296832,0.0000019460438],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015734196,0.000007678457,0.00014976056,0.00005260526,0.000053132208,0.000023973598,0.00028162095,0.93792695,0.059910744,0.00010851014,0.000011806656,0.0014574983],"study_design_scores_gemma":[0.00087958673,0.00009638394,0.01688234,0.00038894816,0.000017530445,0.00005463337,0.000056385867,0.9579453,0.023215717,0.000034379445,0.00016386408,0.00026494882],"about_ca_topic_score_codex":0.000026130852,"about_ca_topic_score_gemma":0.0000035733638,"teacher_disagreement_score":0.049127,"about_ca_system_score_codex":0.00009792311,"about_ca_system_score_gemma":0.000023252274,"threshold_uncertainty_score":0.7139864},"labels":[],"label_agreement":null},{"id":"W4395063224","doi":"10.1016/j.soildyn.2024.108641","title":"Modulus reduction and damping characteristics of geotextile-reinforced sands","year":2024,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"International Institute of Earthquake Engineering and Seismology","keywords":"Geotextile; Shear modulus; Damping ratio; Materials science; Geotechnical engineering; Finite element method; Stiffness; Structural engineering; Shear (geology); Modulus; Composite material; Geology; Engineering; Physics; Vibration; Acoustics","score_opus":0.0029901370011942785,"score_gpt":0.1669706725258734,"score_spread":0.16398053552467912,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395063224","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90019655,0.00078675564,0.09762501,0.000025420744,0.00060422777,0.00007128773,0.00002065258,0.00053227646,0.00013779583],"genre_scores_gemma":[0.99880123,0.00066712283,0.00028998466,0.0000015284684,0.00007555077,0.0000075166213,0.000036772202,0.00004676299,0.00007351731],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999267,0.0000033798285,0.00026120295,0.00016535028,0.00009758649,0.0002055247],"domain_scores_gemma":[0.9997055,0.000030144303,0.0000141840765,0.00012522761,0.000022711056,0.00010224581],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012361356,0.00017301147,0.00020205985,0.0001577821,0.000030924304,0.00006781862,0.000042531094,0.00011809934,0.000004607357],"category_scores_gemma":[0.000039031966,0.00018850355,0.000038947433,0.00020338519,0.000027361515,0.0001366575,0.000026802132,0.0002063821,0.0000012359552],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000016554173,0.0000016729417,0.000018364659,0.00070825324,0.000029343411,0.0000027464405,0.00016461818,0.93416965,0.0029096205,0.008686346,0.0000040751274,0.05330368],"study_design_scores_gemma":[0.00008432652,0.000023937466,0.0049010394,0.00019843687,0.000018592618,0.000029849518,0.000025232133,0.9941047,0.00018711806,0.00004943541,0.00018449294,0.00019287113],"about_ca_topic_score_codex":0.000013058215,"about_ca_topic_score_gemma":0.0000028094903,"teacher_disagreement_score":0.09860467,"about_ca_system_score_codex":0.00003285862,"about_ca_system_score_gemma":0.000010939881,"threshold_uncertainty_score":0.7686951},"labels":[],"label_agreement":null},{"id":"W4396618314","doi":"10.1007/s40515-024-00403-9","title":"Utilizing Micronized Recycled Plastic Waste for Increasing the Shear Strength and Permeability of Root-Reinforced Soil","year":2024,"lang":"en","type":"article","venue":"Transportation Infrastructure Geotechnology","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada; Global Affairs Canada","keywords":"Materials science; Permeability (electromagnetism); Shear strength (soil); Plastic waste; Composite material; Geotechnical engineering; Waste management; Environmental science; Soil water; Chemistry; Soil science; Engineering","score_opus":0.004101102179380893,"score_gpt":0.19726725487413171,"score_spread":0.19316615269475082,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396618314","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8695159,0.0005362037,0.12855394,0.0000947112,0.00027182276,0.00021658228,0.00006504857,0.0007237917,0.000021983986],"genre_scores_gemma":[0.9988032,0.00006536886,0.0009491579,0.0000047262056,0.000029868257,0.00003718605,0.00006737415,0.00003884915,0.000004279118],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989969,0.000014968844,0.00041406744,0.0002217169,0.00009877884,0.00025353878],"domain_scores_gemma":[0.99928427,0.00037835274,0.000036864836,0.00020843986,0.000052231604,0.000039821356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018177496,0.00019083204,0.0002455767,0.00015241977,0.00007611562,0.00002392054,0.00012789608,0.00031031846,0.00001871723],"category_scores_gemma":[0.00015902903,0.00015650831,0.00007377314,0.00031539777,0.00015765899,0.000089326895,0.0000062968907,0.0002960499,4.2273507e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004674004,0.0000032465412,0.000089149835,0.0007334656,0.0000623709,0.0000011274475,0.0005971937,0.9484666,0.02497593,0.013221572,0.00002398039,0.011778636],"study_design_scores_gemma":[0.00054026477,0.00007464126,0.0076206364,0.00013086888,0.00010887054,0.000012356834,0.00039895737,0.9719959,0.011192424,0.0067032017,0.0009871058,0.00023480851],"about_ca_topic_score_codex":0.000039382587,"about_ca_topic_score_gemma":0.000064483815,"teacher_disagreement_score":0.12928727,"about_ca_system_score_codex":0.0000434358,"about_ca_system_score_gemma":0.000025430154,"threshold_uncertainty_score":0.6382224},"labels":[],"label_agreement":null},{"id":"W4396701497","doi":"10.11159/icgre24.110","title":"Analysis of the Influence of Waste Shear Strength Parameters on Landfill Slope Stability","year":2024,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Shear strength (soil); Geotechnical engineering; Slope stability; Stability (learning theory); Geology; Environmental science; Computer science; Soil science","score_opus":0.004616796342625979,"score_gpt":0.17675901350834342,"score_spread":0.17214221716571743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396701497","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991329,0.00015795203,0.000013622526,0.000025585843,0.00024282167,0.00015412131,0.00007581604,0.00007037373,0.0001268465],"genre_scores_gemma":[0.9997955,0.00006816011,0.00006214934,0.000004553407,0.000008557473,0.000008504585,0.0000029192274,0.000024061255,0.000025597205],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990027,0.000004313717,0.0003302079,0.00020613443,0.00028242974,0.00017419145],"domain_scores_gemma":[0.99958575,0.00010473302,0.000062429106,0.00018916669,0.000010949439,0.00004700225],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010279874,0.00020958358,0.00030530072,0.00018030372,0.00003533028,0.00002179092,0.00025453238,0.000057757836,0.000013544404],"category_scores_gemma":[0.00004622326,0.00013826213,0.00016163968,0.00061044673,0.00012598721,0.0001056529,0.00008605207,0.00024707345,1.9244723e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008562793,0.000007728507,0.002866808,0.0004019335,0.00020625589,9.832187e-8,0.00011301499,0.96290195,0.032519277,0.00050341844,0.000007517578,0.00046344553],"study_design_scores_gemma":[0.00015099441,0.000051916162,0.10684894,0.00051686825,0.00027752304,0.0000012765383,0.000095961004,0.7844838,0.10720617,0.00005972411,0.000081494174,0.00022535703],"about_ca_topic_score_codex":0.000010772469,"about_ca_topic_score_gemma":0.0000070617707,"teacher_disagreement_score":0.17841816,"about_ca_system_score_codex":0.000065781,"about_ca_system_score_gemma":0.0000027860353,"threshold_uncertainty_score":0.5638166},"labels":[],"label_agreement":null},{"id":"W4396906149","doi":"10.1139/cgj-2023-0473","title":"Quantifying reinforcement of forested (<i>Cunninghamia lanceolata</i>) slopes with different gradients based on in-situ pullout experiments","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Cunninghamia; Geotechnical engineering; Reinforcement; In situ; Geology; Environmental science; Engineering; Structural engineering; Meteorology; Geography","score_opus":0.016677025830541165,"score_gpt":0.2273684852357814,"score_spread":0.21069145940524023,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396906149","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8469985,0.0010114764,0.14861952,0.00042325398,0.0007586047,0.0004751673,0.000018421211,0.0005213278,0.0011737291],"genre_scores_gemma":[0.9995805,0.000048283917,0.00018339365,0.000046082565,0.000043085907,0.000021008638,0.000016330208,0.00004753739,0.000013796416],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998552,0.000019888354,0.00044721377,0.00019100714,0.0003164742,0.00047338687],"domain_scores_gemma":[0.99924797,0.000075549855,0.000033572112,0.00022525949,0.000036130103,0.00038153146],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021095366,0.00022542704,0.0002932164,0.0005986757,0.000057603764,0.000081482416,0.00020085431,0.00015182122,0.000026834772],"category_scores_gemma":[0.000052950443,0.0001845025,0.000093269846,0.0004319395,0.000041096908,0.000099489494,0.000011412912,0.0006294385,0.0000048317133],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016529579,0.000015695336,0.0004633435,0.00011087785,0.000023756882,0.000112203976,0.00005351288,0.994254,0.0014109274,0.00038940323,0.00020339678,0.0029463347],"study_design_scores_gemma":[0.00048220597,0.00020476255,0.014300373,0.0017809714,0.000021082262,0.00004244207,0.00002833007,0.9776746,0.002121826,0.000048375572,0.002959624,0.0003354308],"about_ca_topic_score_codex":0.0006379246,"about_ca_topic_score_gemma":0.0030664508,"teacher_disagreement_score":0.15258197,"about_ca_system_score_codex":0.0005538548,"about_ca_system_score_gemma":0.00013383979,"threshold_uncertainty_score":0.75237936},"labels":[],"label_agreement":null},{"id":"W4397001945","doi":"10.1061/jggefk.gteng-12000","title":"Effects of Vibration on Buried Structures from the Removal of Steel Casings during the Installation of Rockfill Columns for Riverbank Stabilization: A Case Study","year":2024,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"KGS Group (Canada); University of Manitoba","funders":"","keywords":"Geotechnical engineering; Vibration; Geology; Engineering; Soil stabilization; Structural engineering; Soil water","score_opus":0.0035543774399670485,"score_gpt":0.1803778905560856,"score_spread":0.17682351311611855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4397001945","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98523515,0.0011359296,0.012932345,0.000028692753,0.00015023381,0.00045092855,0.000026411388,0.000037094454,0.0000032357368],"genre_scores_gemma":[0.9995784,0.00009826841,0.00020242813,0.0000023158877,0.000076331766,0.000009636316,0.0000030931537,0.000026261077,0.0000032633868],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989156,0.000023521163,0.0005707247,0.00011682609,0.00025946033,0.000113843525],"domain_scores_gemma":[0.9991562,0.0005130904,0.000121524376,0.00014342928,0.000026272623,0.000039491268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021513412,0.00015450316,0.0002733104,0.000079586796,0.0000490089,0.000018160315,0.00011017746,0.00009473092,0.0000036627137],"category_scores_gemma":[0.00010739261,0.00010514082,0.00011019859,0.00017332651,0.000056904446,0.00011838051,0.000040740233,0.00023884102,6.359833e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041494684,0.000053015534,0.000021039355,0.0004104861,0.00010239895,0.000046477297,0.0005919613,0.9500172,0.047081277,0.00013431866,0.0000030917674,0.0014972474],"study_design_scores_gemma":[0.0013111013,0.00093296554,0.041093174,0.00050099834,0.00030420793,0.000658746,0.0008055994,0.91942364,0.034191556,0.00017736886,0.0003630021,0.00023766937],"about_ca_topic_score_codex":0.00003796438,"about_ca_topic_score_gemma":0.0000042762763,"teacher_disagreement_score":0.041072134,"about_ca_system_score_codex":0.000064867716,"about_ca_system_score_gemma":0.000008095827,"threshold_uncertainty_score":0.42875183},"labels":[],"label_agreement":null},{"id":"W4398223970","doi":"10.1016/j.envres.2024.119217","title":"Enhancing clayey soil performance with lime and waste rubber tyre powder: Mechanical, microstructural, and statistical analysis","year":2024,"lang":"en","type":"article","venue":"Environmental Research","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Lime; California bearing ratio; Natural rubber; Subgrade; Cohesion (chemistry); Bearing capacity; Compaction; Materials science; Geotechnical engineering; Soil test; Clay soil; Direct shear test; Composite material; Environmental science; Shear (geology); Soil water; Soil science; Geology; Metallurgy; Chemistry","score_opus":0.007915406539241816,"score_gpt":0.2346373682018218,"score_spread":0.22672196166258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4398223970","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99427414,0.0013768619,0.0039756317,0.00004710484,0.000025534378,0.00009866279,0.000025550777,0.00010399861,0.00007252368],"genre_scores_gemma":[0.9978659,0.0014117938,0.00048262713,0.000003549862,0.00003138944,0.000015345673,0.00003053474,0.000031186304,0.00012764186],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989235,0.000028488907,0.00013791288,0.0002761275,0.00031689077,0.00031712436],"domain_scores_gemma":[0.9995647,0.0001434828,0.000004376519,0.00014490442,0.000004492982,0.00013803836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025951987,0.00012892162,0.0001455973,0.00015252236,0.00010583347,0.000113683884,0.000060605576,0.00008024984,0.00010995144],"category_scores_gemma":[0.000013258932,0.000106703286,0.000019548132,0.00029417212,0.00015090287,0.00011457326,0.00008370292,0.00040643127,0.000021754167],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000091204754,0.00005470014,0.004280157,0.0013899447,0.00093579065,0.00011402936,0.0014816615,0.3482776,0.5327005,0.00083834457,0.00012956798,0.109706536],"study_design_scores_gemma":[0.00021324835,0.00025411695,0.012985435,0.00009141778,0.0001137649,0.000035171946,0.00038903803,0.9544173,0.029983489,0.00016884164,0.0010323471,0.00031581533],"about_ca_topic_score_codex":0.000011673619,"about_ca_topic_score_gemma":0.000019094477,"teacher_disagreement_score":0.6061397,"about_ca_system_score_codex":0.000089828085,"about_ca_system_score_gemma":0.0000070275755,"threshold_uncertainty_score":0.43512338},"labels":[],"label_agreement":null},{"id":"W4399167932","doi":"10.1016/j.conbuildmat.2024.136841","title":"Enhancement of water-retaining property and cracking resistance of soil under wetting-drying cycles: Synergistic effect of sisal fiber and polyacrylamide","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Quest University Canada","funders":"","keywords":"Wetting; SISAL; Polyacrylamide; Cracking; Materials science; Fiber; Composite material; Water resistance; Polymer chemistry","score_opus":0.005391125690189101,"score_gpt":0.21236897868060053,"score_spread":0.20697785299041144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399167932","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99081004,0.000637512,0.008067959,0.000013486631,0.00022227947,0.00009560762,0.0000066944162,0.00008598227,0.0000604176],"genre_scores_gemma":[0.9988523,0.00013563075,0.000946083,8.7233644e-7,0.00002354391,0.0000066022767,0.0000027123533,0.000017119895,0.000015109207],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992812,0.00003279153,0.0003388508,0.00014669019,0.00008264705,0.00011777912],"domain_scores_gemma":[0.99972856,0.0001037274,0.00004333705,0.00007311437,0.00002450775,0.000026753896],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034324863,0.00011862369,0.0002787358,0.000087815075,0.00003414338,0.00003751608,0.000025953901,0.000067131296,0.000017074773],"category_scores_gemma":[0.000059759834,0.00008214461,0.000018156423,0.00006475179,0.00012755796,0.00007663012,0.00003249271,0.00004867336,1.5441681e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017272207,0.0000018402488,0.00007482059,0.0033053237,0.0000326828,4.7782396e-7,0.00014150412,0.0073556798,0.98133785,0.00068999565,0.0000011283345,0.007041457],"study_design_scores_gemma":[0.00016777415,0.000036304547,0.00013984337,0.0011710062,0.00004742383,0.000007753508,0.000046427813,0.0052418145,0.9928114,0.00018864304,0.00004334328,0.0000983116],"about_ca_topic_score_codex":0.000018595554,"about_ca_topic_score_gemma":0.0000010513498,"teacher_disagreement_score":0.0114735365,"about_ca_system_score_codex":0.000015003695,"about_ca_system_score_gemma":0.000005108142,"threshold_uncertainty_score":0.334976},"labels":[],"label_agreement":null},{"id":"W4399321410","doi":"10.1139/cgj-2023-0120","title":"An energy-saving loading strategy: cyclic vacuum preloading treatment of soft ground","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Geotechnical engineering; Geology; Environmental science; Materials science","score_opus":0.011318074596273858,"score_gpt":0.2197408997451566,"score_spread":0.20842282514888275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399321410","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5784871,0.012069745,0.403142,0.00032615455,0.0019891472,0.000299391,0.00007328381,0.0021959462,0.0014172305],"genre_scores_gemma":[0.99892914,0.00041097077,0.00019324821,0.000013040749,0.00030071067,0.000011351885,0.000013279474,0.00007380019,0.00005444558],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985199,0.000029118884,0.000462526,0.00022877254,0.00019699629,0.00056266197],"domain_scores_gemma":[0.99881387,0.00007352427,0.000028581053,0.00025821564,0.00004691655,0.0007788751],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020326285,0.00025198207,0.0002847457,0.0004543264,0.0001325178,0.00022829717,0.00023634937,0.00028114786,0.000090139365],"category_scores_gemma":[0.000025730411,0.00024030272,0.00016175592,0.0004455328,0.000045206194,0.00030489732,0.000007715093,0.00038276418,0.000009412149],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000022139218,0.000020100528,0.000016242151,0.000051229043,0.000066671644,0.00014917094,0.00009931487,0.9171214,0.008999001,0.0019935004,0.00012833087,0.071352795],"study_design_scores_gemma":[0.00017656795,0.0003046031,0.0006370333,0.00023680355,0.00006179167,0.00037818364,0.000056147637,0.97895354,0.0009457198,0.0016442153,0.016256215,0.00034915237],"about_ca_topic_score_codex":0.003444929,"about_ca_topic_score_gemma":0.0017961876,"teacher_disagreement_score":0.42044204,"about_ca_system_score_codex":0.0009559272,"about_ca_system_score_gemma":0.0002294624,"threshold_uncertainty_score":0.97992605},"labels":[],"label_agreement":null},{"id":"W4399712067","doi":"10.3208/jgssp.v10.ss-1-04","title":"Seismic response of liquefiable backfill supported by sheet-pile with different wall embedment ratios","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Embedment; Geotechnical engineering; Sheet pile; Geology; Pile; Liquefaction","score_opus":0.0055405007690386325,"score_gpt":0.20211307809767834,"score_spread":0.1965725773286397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399712067","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9480532,0.00030189045,0.04252685,0.0039136275,0.00032241616,0.0009345176,0.00009757816,0.0028182364,0.0010317072],"genre_scores_gemma":[0.9979049,0.00014271919,0.00020492394,0.00008450982,0.0002548935,0.00019598652,0.0004562091,0.00007776948,0.00067809725],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99804157,0.000054057095,0.0005868221,0.00042466394,0.00049259845,0.00040026367],"domain_scores_gemma":[0.9988812,0.00022365015,0.00006055374,0.0004857415,0.00017609872,0.00017275769],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00052374456,0.00030779254,0.00034528068,0.000085914275,0.000070785034,0.00016241582,0.00027180833,0.0004097942,0.0003574229],"category_scores_gemma":[0.00014530566,0.0002626967,0.00021056447,0.000841832,0.00010426818,0.0003761504,0.00005289405,0.00046830898,0.000032646203],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002221178,0.00040545067,0.000024519528,0.00070196827,0.00023427355,0.0000024148985,0.0015762128,0.7135063,0.06378867,0.00090344093,0.21315227,0.0054823784],"study_design_scores_gemma":[0.00040737604,0.00022352046,0.0012029471,0.00009260114,0.000053337826,0.000007706237,0.00012209704,0.87534094,0.0060675414,0.00012499085,0.11593477,0.00042218686],"about_ca_topic_score_codex":0.000042660984,"about_ca_topic_score_gemma":0.000004746117,"teacher_disagreement_score":0.16183464,"about_ca_system_score_codex":0.00037607737,"about_ca_system_score_gemma":0.0000553851,"threshold_uncertainty_score":0.99998254},"labels":[],"label_agreement":null},{"id":"W4399712266","doi":"10.3208/jgssp.v10.kl-2-03","title":"Complications in Addressing Liquefaction Vulnerability in Stratified Soils from Building to Cluster to Community","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; University of Colorado Boulder; Colorado State University; National Science Foundation","keywords":"Liquefaction; Geotechnical engineering; Vulnerability (computing); Soil liquefaction; Soil water; Geology; Cluster (spacecraft); Civil engineering; Environmental science; Engineering; Soil science; Computer science; Computer security","score_opus":0.030878998566472728,"score_gpt":0.29008812103464515,"score_spread":0.2592091224681724,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399712266","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91064453,0.000043112224,0.07853459,0.0064597446,0.00040016105,0.0009966098,0.000042551743,0.001507963,0.0013707181],"genre_scores_gemma":[0.9966871,0.000011858948,0.0019225184,0.00030772528,0.00042748102,0.00040299335,0.0001777352,0.000045384502,0.000017178869],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980473,0.00013968365,0.0006844036,0.00044027533,0.00028953326,0.0003988266],"domain_scores_gemma":[0.9985493,0.0005099999,0.000027331938,0.0006058958,0.000105344974,0.00020214781],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0011244662,0.00024175558,0.000287405,0.00022595038,0.00013763344,0.00035860535,0.00036534996,0.00041544012,0.000044770335],"category_scores_gemma":[0.00072488043,0.00027126636,0.00012907718,0.0020347538,0.00004126266,0.00064678333,0.00012135506,0.001286627,0.00006151883],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001220533,0.00013858045,0.000031249103,0.0001228756,0.000012720807,3.9864545e-7,0.0029746362,0.949574,0.010822091,0.0011232939,0.002531371,0.032656588],"study_design_scores_gemma":[0.00032008006,0.00004712787,0.07909663,0.00032406318,0.000011640072,0.0000017338681,0.0006165004,0.90211654,0.0005589774,0.0033341204,0.0130285965,0.000544025],"about_ca_topic_score_codex":0.0014694623,"about_ca_topic_score_gemma":0.0011117967,"teacher_disagreement_score":0.08604257,"about_ca_system_score_codex":0.001001973,"about_ca_system_score_gemma":0.00004117658,"threshold_uncertainty_score":0.99997395},"labels":[],"label_agreement":null},{"id":"W4399712364","doi":"10.3208/jgssp.v10.ss-1-06","title":"Understanding the Seismic Response of Sheet-Pile Walls in Liquefiable Soil: key mechanisms and the role of element tests","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Division of Civil, Mechanical and Manufacturing Innovation; George Washington University; National Science Foundation","keywords":"Geotechnical engineering; Geology; Pile; Sheet pile; Engineering; Structural engineering","score_opus":0.011448638493379362,"score_gpt":0.2090034392713624,"score_spread":0.19755480077798304,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399712364","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6545321,0.0031397103,0.31052518,0.020918515,0.00072433543,0.0034512707,0.0000719007,0.0019489941,0.004688054],"genre_scores_gemma":[0.9992654,0.00024582396,0.00016971822,0.00004317259,0.00010487306,0.000094521136,0.000013558297,0.00002738583,0.00003557389],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986603,0.0000890469,0.00049789,0.00021031308,0.00030970055,0.00023270116],"domain_scores_gemma":[0.9987531,0.00075421314,0.000057731762,0.00032435317,0.00006557676,0.000045029723],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002075476,0.00015025241,0.00023534562,0.000071041155,0.00006776372,0.00008444612,0.00024808943,0.00022592381,0.000031041964],"category_scores_gemma":[0.00042507108,0.00010288156,0.0001406545,0.0008299214,0.00022641548,0.00018303694,0.00008724249,0.0003788462,0.0000027731282],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011154845,0.00005923034,0.000005917356,0.00020534545,0.000059397433,3.101859e-7,0.004186325,0.8416232,0.013453643,0.13627055,0.0012334406,0.002791091],"study_design_scores_gemma":[0.00037378323,0.000043771364,0.00045067532,0.000072951596,0.000023593639,0.00000287758,0.001579623,0.9660544,0.0011457262,0.026651358,0.003472464,0.00012876817],"about_ca_topic_score_codex":0.00008195505,"about_ca_topic_score_gemma":0.000015091835,"teacher_disagreement_score":0.34473333,"about_ca_system_score_codex":0.00025404315,"about_ca_system_score_gemma":0.000041406944,"threshold_uncertainty_score":0.41953883},"labels":[],"label_agreement":null},{"id":"W4399712417","doi":"10.3208/jgssp.v10.os-33-02","title":"Lessons from the 2016 Kaikōura earthquake for design of cut and fill slopes in New Zealand","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada)","funders":"","keywords":"Geotechnical engineering; Geology; Forensic engineering; Engineering","score_opus":0.017754949888738925,"score_gpt":0.23742470104221608,"score_spread":0.21966975115347714,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399712417","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12854682,0.0043697013,0.8036345,0.054631326,0.0012497009,0.003595608,0.0003300251,0.0027947598,0.0008475369],"genre_scores_gemma":[0.9900852,0.0012244768,0.005782643,0.00011823014,0.0015954791,0.0001787532,0.0001997794,0.000071231494,0.00074421463],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99899006,0.000023275765,0.0003478613,0.00025553317,0.0001632905,0.00022000603],"domain_scores_gemma":[0.9988522,0.0007432667,0.0000293552,0.00024253973,0.000058659407,0.00007397925],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040794007,0.000148976,0.00019800839,0.000037970884,0.000046537873,0.00012565282,0.00019001438,0.00027622827,0.00003907585],"category_scores_gemma":[0.00036345253,0.00011625052,0.00011355037,0.00047362474,0.00006656433,0.00022794769,0.000038496662,0.00026768364,0.0000069173716],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000329507,0.00006754477,0.000035529127,0.00017836556,0.00010140467,4.9458123e-7,0.0030349337,0.37125343,0.003481555,0.00592266,0.27439356,0.3414976],"study_design_scores_gemma":[0.0004710612,0.00005134215,0.008007674,0.00012659233,0.00003667187,0.000001969029,0.00015372003,0.61492246,0.0002071675,0.0046932194,0.3710601,0.00026799177],"about_ca_topic_score_codex":0.0002500166,"about_ca_topic_score_gemma":0.00006088672,"teacher_disagreement_score":0.86153835,"about_ca_system_score_codex":0.00006496112,"about_ca_system_score_gemma":0.00005233293,"threshold_uncertainty_score":0.47405586},"labels":[],"label_agreement":null},{"id":"W4399765428","doi":"10.32920/26052421","title":"Changes in Subgrade Insulation Conductivity With Varying Moisture Content","year":2024,"lang":"en","type":"preprint","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Subgrade; Water content; Conductivity; Environmental science; Moisture; Geotechnical engineering; Materials science; Composite material; Geology; Physics","score_opus":0.03118799672561782,"score_gpt":0.21627030883935705,"score_spread":0.18508231211373924,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399765428","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97318417,0.0009911659,0.018711073,0.00044676464,0.00077775057,0.00052826636,0.000018758323,0.001977912,0.0033641665],"genre_scores_gemma":[0.99912685,0.00009198633,0.0003935531,0.000010653899,0.000068274676,0.00010057854,0.000060615224,0.000056328518,0.00009114047],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99919146,0.000012981358,0.0001727438,0.0002820391,0.0001523372,0.00018842553],"domain_scores_gemma":[0.999642,0.00002766557,0.000018101888,0.00023668016,0.000030121084,0.000045413064],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000112249625,0.0002470027,0.00026310756,0.00018376653,0.000012125051,0.000053700234,0.00008971693,0.00032058943,0.000011780307],"category_scores_gemma":[0.000021267617,0.00020772939,0.000035733672,0.00021751871,0.00001691098,0.00003167827,0.00011732943,0.0008774659,0.000006314385],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000034907225,0.000012413204,0.00024121106,0.000743666,0.00002838896,0.000008220085,0.000199131,0.9941779,0.0027327365,0.0006072611,0.0000145268905,0.0012310657],"study_design_scores_gemma":[0.0002436117,0.000030839565,0.01272467,0.00067012076,0.00003626679,0.0000059821195,0.00004510183,0.9802834,0.0029958433,0.0022464064,0.0002084657,0.0005092832],"about_ca_topic_score_codex":0.00028354442,"about_ca_topic_score_gemma":0.00069751363,"teacher_disagreement_score":0.025942726,"about_ca_system_score_codex":0.00017735732,"about_ca_system_score_gemma":0.000017810453,"threshold_uncertainty_score":0.84709585},"labels":[],"label_agreement":null},{"id":"W4399765523","doi":"10.32920/26052421.v1","title":"Changes in Subgrade Insulation Conductivity With Varying Moisture Content","year":2024,"lang":"en","type":"preprint","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Subgrade; Water content; Conductivity; Geotechnical engineering; Environmental science; Moisture; Materials science; Composite material; Geology; Physics","score_opus":0.03118799672561782,"score_gpt":0.21627030883935705,"score_spread":0.18508231211373924,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399765523","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97318417,0.0009911659,0.018711073,0.00044676464,0.00077775057,0.00052826636,0.000018758323,0.001977912,0.0033641665],"genre_scores_gemma":[0.99912685,0.00009198633,0.0003935531,0.000010653899,0.000068274676,0.00010057854,0.000060615224,0.000056328518,0.00009114047],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99919146,0.000012981358,0.0001727438,0.0002820391,0.0001523372,0.00018842553],"domain_scores_gemma":[0.999642,0.00002766557,0.000018101888,0.00023668016,0.000030121084,0.000045413064],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000112249625,0.0002470027,0.00026310756,0.00018376653,0.000012125051,0.000053700234,0.00008971693,0.00032058943,0.000011780307],"category_scores_gemma":[0.000021267617,0.00020772939,0.000035733672,0.00021751871,0.00001691098,0.00003167827,0.00011732943,0.0008774659,0.000006314385],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000034907225,0.000012413204,0.00024121106,0.000743666,0.00002838896,0.000008220085,0.000199131,0.9941779,0.0027327365,0.0006072611,0.0000145268905,0.0012310657],"study_design_scores_gemma":[0.0002436117,0.000030839565,0.01272467,0.00067012076,0.00003626679,0.0000059821195,0.00004510183,0.9802834,0.0029958433,0.0022464064,0.0002084657,0.0005092832],"about_ca_topic_score_codex":0.00028354442,"about_ca_topic_score_gemma":0.00069751363,"teacher_disagreement_score":0.025942726,"about_ca_system_score_codex":0.00017735732,"about_ca_system_score_gemma":0.000017810453,"threshold_uncertainty_score":0.84709585},"labels":[],"label_agreement":null},{"id":"W4399921517","doi":"10.18280/mmep.110601","title":"Engineering Properties of Gypseous Soils Improved with Natural and Industrial Fibers","year":2024,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Natural (archaeology); Soil water; Geotechnical engineering; Geology; Environmental science; Soil science; Paleontology","score_opus":0.016848029903575555,"score_gpt":0.1660259910457343,"score_spread":0.14917796114215873,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399921517","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4442736,0.0043938733,0.5495873,0.000029530825,0.00018355726,0.00026659,0.000003536606,0.0011933522,0.00006864741],"genre_scores_gemma":[0.99345005,0.00015039217,0.0062003834,0.0000012041608,0.000048442555,0.000041001436,0.0000023164623,0.00007724437,0.000028951676],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990159,0.000003985636,0.00031700687,0.00022616025,0.00014278071,0.00029416438],"domain_scores_gemma":[0.9996321,0.00008569405,0.000013063364,0.00013877825,0.000023956269,0.00010638716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017687067,0.00026295628,0.0003110604,0.00014166819,0.00002483055,0.00009414728,0.000057413752,0.00014518319,0.0000018969694],"category_scores_gemma":[0.00003709889,0.00020656838,0.00003847393,0.00020604869,0.000038918828,0.00013300915,0.000027060381,0.00037803734,0.0000014498796],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003781565,0.000007427754,5.552589e-7,0.0032861982,0.00005894792,0.0000020259436,0.0004235739,0.9847097,0.008814851,0.0016788362,0.0000042815764,0.0010098461],"study_design_scores_gemma":[0.00017069414,0.000046155677,0.0000011343694,0.0014912258,0.00004018104,0.00004898174,0.000014705484,0.9957838,0.0017310883,0.00021148533,0.00019185718,0.00026867527],"about_ca_topic_score_codex":0.000007013703,"about_ca_topic_score_gemma":3.5129105e-7,"teacher_disagreement_score":0.5491765,"about_ca_system_score_codex":0.000027639637,"about_ca_system_score_gemma":0.0000099982935,"threshold_uncertainty_score":0.8423614},"labels":[],"label_agreement":null},{"id":"W4400038296","doi":"10.1007/s40891-024-00578-8","title":"Energy Absorption Capacity of Soil Reinforced with Processed Plant-Derived Fibers: Experimental Research and Predictive Models","year":2024,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia; Public Works and Government Services Canada","funders":"Golestan University","keywords":"Absorption (acoustics); Energy (signal processing); Environmental science; Materials science; Composite material; Mathematics; Statistics","score_opus":0.02035762722646945,"score_gpt":0.22975655285548616,"score_spread":0.2093989256290167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400038296","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78849983,0.00091824593,0.21015595,0.00004247656,0.0002102645,0.000032778655,0.00001866769,0.000046606037,0.00007520809],"genre_scores_gemma":[0.9987596,0.00056545204,0.0005503796,0.0000019782274,0.00007914484,0.000004594855,0.000006354325,0.000022848384,0.0000096497715],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99917513,0.0000062169524,0.0002499524,0.000092076,0.0003517114,0.00012489627],"domain_scores_gemma":[0.99954796,0.00009964549,0.000029901461,0.00005167229,0.00020265792,0.00006814377],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019484642,0.00010984563,0.0001401501,0.00026358303,0.00001932995,0.00009517734,0.000094970856,0.00006794132,0.0000029243383],"category_scores_gemma":[0.00001932364,0.000094890274,0.000026865868,0.00010423275,0.00005449346,0.00033560515,0.000025055737,0.00020117922,7.425942e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003931691,0.000011069731,0.0000012637491,0.00012532038,0.00012145237,0.000011576712,0.00070840877,0.9529283,0.041566502,0.003923819,0.000007171534,0.00055580307],"study_design_scores_gemma":[0.00020253309,0.00019486538,0.000046232,0.00043818183,0.000011502949,0.00015736921,0.00019122461,0.96981025,0.028274367,0.00039264397,0.00018677948,0.000094059855],"about_ca_topic_score_codex":0.000025607562,"about_ca_topic_score_gemma":0.0000021384808,"teacher_disagreement_score":0.2102598,"about_ca_system_score_codex":0.00007078366,"about_ca_system_score_gemma":0.000016836348,"threshold_uncertainty_score":0.38695133},"labels":[],"label_agreement":null},{"id":"W4400235053","doi":"10.11159/iccste24.216","title":"Finite Element Modelling of Shear Critical Concrete Beams Reinforced with Basalt Fibres and Basalt Bars","year":2024,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"United Arab Emirates University","keywords":"Basalt; Basalt fiber; Finite element method; Shear (geology); Materials science; Composite material; Structural engineering; Geology; Fiber; Engineering","score_opus":0.013318770043080463,"score_gpt":0.21083435780296686,"score_spread":0.1975155877598864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400235053","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9431921,0.00015306198,0.05544055,0.00027093387,0.00023366182,0.0001492954,0.00006608427,0.00016938528,0.00032490696],"genre_scores_gemma":[0.99813443,0.00010795001,0.0016751644,0.000005918404,0.00002276574,0.000010146891,0.000011468504,0.000018621608,0.000013553532],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992423,8.78983e-7,0.0002581212,0.0001452354,0.00023938969,0.00011404256],"domain_scores_gemma":[0.99970746,0.000052339892,0.000026220117,0.000037146547,0.00013090615,0.0000459042],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006520177,0.00014294167,0.00014192903,0.00008910906,0.000024402485,0.000048800743,0.00010240137,0.000051280243,0.000019003774],"category_scores_gemma":[0.000024910298,0.00010699387,0.00003461483,0.000110941386,0.000049596634,0.00020497922,0.0000071176355,0.00015960295,1.2955793e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016030192,4.8946663e-7,0.000063780906,0.00055576616,0.000039036437,3.7633905e-7,0.00029539198,0.9001291,0.006896523,0.091758616,0.0000023004786,0.0002425827],"study_design_scores_gemma":[0.00013191973,0.000052865136,0.0014097173,0.0005770667,0.000024623712,0.0000030842261,0.000064205844,0.98763293,0.00948285,0.00046223533,0.00003719882,0.00012130248],"about_ca_topic_score_codex":0.000014914118,"about_ca_topic_score_gemma":8.3453426e-7,"teacher_disagreement_score":0.09129638,"about_ca_system_score_codex":0.000016862796,"about_ca_system_score_gemma":0.000009419364,"threshold_uncertainty_score":0.43630835},"labels":[],"label_agreement":null},{"id":"W4400235330","doi":"10.11159/iccste24.121","title":"Design for the improvement of soils with liquefaction potential using Rammed Aggregated Piers","year":2024,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Liquefaction; Geotechnical engineering; Soil water; Soil liquefaction; Geology; Civil engineering; Environmental science; Engineering; Soil science","score_opus":0.014895006256864166,"score_gpt":0.2144703021021796,"score_spread":0.19957529584531544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400235330","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8702472,0.00007568288,0.12869616,0.00014679496,0.00039279592,0.00029594105,0.000024819536,0.0001028433,0.000017803926],"genre_scores_gemma":[0.99911624,0.0000530391,0.00073969725,0.0000030182691,0.000030025243,0.000025618907,0.0000067108117,0.000017571874,0.000008067452],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994036,6.90097e-7,0.00020239565,0.00011141141,0.00018646591,0.00009546546],"domain_scores_gemma":[0.99970746,0.00003866152,0.00004577984,0.000034323934,0.0001524838,0.000021266134],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007910294,0.00011942446,0.000099636425,0.00006817527,0.000034850287,0.00004288025,0.00012199032,0.00004417896,0.0000062366444],"category_scores_gemma":[0.000013481352,0.000073838215,0.000045827102,0.00012275905,0.000028651626,0.00014063329,0.0000035653022,0.00011184057,3.9797843e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003206615,0.0000017838082,0.0000123716745,0.00022715525,0.000084582076,9.534748e-8,0.00015569023,0.8041116,0.1885343,0.005473611,0.000002408376,0.0013643345],"study_design_scores_gemma":[0.00016888107,0.000054235148,0.0014876246,0.0002725976,0.000051082654,0.0000028364207,0.000070163456,0.93203485,0.06533763,0.0004217964,0.00001314171,0.00008513634],"about_ca_topic_score_codex":0.00001725105,"about_ca_topic_score_gemma":0.000004086489,"teacher_disagreement_score":0.12886909,"about_ca_system_score_codex":0.000033352182,"about_ca_system_score_gemma":0.0000138698215,"threshold_uncertainty_score":0.3011035},"labels":[],"label_agreement":null},{"id":"W4400235370","doi":"10.11159/iccste24.231","title":"Sensitivity Study On the Effect of Intermittent Expansion Joints on the Design of TL-5 Single-Slope Concrete Barrier-Deck Overhang System","year":2024,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Sensitivity (control systems); Deck; Structural engineering; Geology; Geotechnical engineering; Materials science; Engineering; Electronic engineering","score_opus":0.01811642936941851,"score_gpt":0.21155230214326945,"score_spread":0.19343587277385094,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400235370","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99738556,0.000020627323,0.001289717,0.00012492936,0.0004133993,0.00045971575,0.000036396727,0.00010533184,0.00016434978],"genre_scores_gemma":[0.9998847,0.0000076078386,0.000018764365,0.0000046776763,0.000027238433,0.000027221264,0.0000033429776,0.000020816711,0.0000056026206],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99896556,0.000015947986,0.00033913963,0.00017073065,0.0003987587,0.00010984987],"domain_scores_gemma":[0.99930805,0.0003712909,0.00007955026,0.00009121211,0.00012206171,0.000027831182],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037021135,0.00020142236,0.00021895791,0.00009422215,0.0000403196,0.00004191366,0.0001921508,0.000054255022,0.000009662028],"category_scores_gemma":[0.00011617222,0.0001082187,0.000086545995,0.00015834905,0.00004198584,0.0000944187,0.000012328308,0.00023998009,4.4625827e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014870852,0.000009566085,0.0009124589,0.000945875,0.00026354782,0.0000025701117,0.0018000146,0.41598293,0.53888863,0.040111206,0.000016142658,0.0009183267],"study_design_scores_gemma":[0.00026312587,0.00049939466,0.030392403,0.0018959199,0.00006485374,0.000004705093,0.0005404072,0.75132513,0.21475825,0.00008904393,0.0000051385127,0.00016165165],"about_ca_topic_score_codex":0.0000128598185,"about_ca_topic_score_gemma":0.000002706534,"teacher_disagreement_score":0.33534217,"about_ca_system_score_codex":0.00005166355,"about_ca_system_score_gemma":0.0000069411035,"threshold_uncertainty_score":0.44130304},"labels":[],"label_agreement":null},{"id":"W4400464485","doi":"10.1680/jgrim.23.00047","title":"Upgrading the capacity of foundations by using a hybrid expanded footing–micropile system","year":2024,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Ground Improvement","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Foundation (evidence); Settlement (finance); Underpinning; Geotechnical engineering; Bearing capacity; Parametric statistics; Engineering; Shallow foundation; Finite element method; Structural engineering; Civil engineering; Computer science; Mathematics; Archaeology","score_opus":0.011182157327589586,"score_gpt":0.19824855788384962,"score_spread":0.18706640055626003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400464485","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.932267,0.000457864,0.06454858,0.00004782648,0.0009434962,0.0005650054,0.000052817202,0.00029451298,0.0008229123],"genre_scores_gemma":[0.9995819,0.000030039891,0.00024109648,0.0000032209707,0.000048271493,0.000045889596,0.0000044696203,0.000027720822,0.000017431561],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998737,0.000003895858,0.0005599237,0.00016356091,0.00032696204,0.00020866416],"domain_scores_gemma":[0.9994799,0.00004312946,0.00012279054,0.00015030177,0.0001642823,0.000039625098],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036302477,0.00019116898,0.00024360232,0.00012699988,0.00010272159,0.0000497408,0.00028908413,0.00006831352,0.0000034585871],"category_scores_gemma":[0.0000906973,0.00013910775,0.00015293804,0.000493143,0.00014283703,0.0002593875,0.000057431414,0.00020647357,4.1903857e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004440685,0.000033512504,0.00002537779,0.003247371,0.00014173085,8.2941575e-8,0.00042660485,0.24329354,0.72296536,0.028677808,0.0002628646,0.00092131575],"study_design_scores_gemma":[0.00023629755,0.000070888746,0.000059776365,0.0010054287,0.00012894177,0.000013327744,0.00045516013,0.7174438,0.27875152,0.00024889864,0.0013854067,0.00020051403],"about_ca_topic_score_codex":0.00012191961,"about_ca_topic_score_gemma":0.000004399782,"teacher_disagreement_score":0.47415027,"about_ca_system_score_codex":0.00033028945,"about_ca_system_score_gemma":0.000036632024,"threshold_uncertainty_score":0.5672649},"labels":[],"label_agreement":null},{"id":"W4400857492","doi":"10.1007/978-3-031-63584-7_38","title":"Investigating the Performances of Geosynthetic-Reinforced Pavement During Construction by Field Testing and Laboratory Testing","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; University of Waterloo","funders":"","keywords":"Geotechnical engineering; Field (mathematics); Engineering; Civil engineering; Geology; Forensic engineering; Environmental science; Mathematics","score_opus":0.006417000115765913,"score_gpt":0.1726290718354513,"score_spread":0.16621207171968538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400857492","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.55555403,0.067152284,0.27712297,0.0009308199,0.007378697,0.004750977,0.0004742111,0.010844985,0.075791],"genre_scores_gemma":[0.99704206,0.00016824549,0.0023352457,0.000017998838,0.00014977358,0.000028300592,0.000009337592,0.00013419264,0.000114846094],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986323,0.000004852305,0.0005472757,0.00027820645,0.00022983745,0.00030751602],"domain_scores_gemma":[0.99858135,0.0009577165,0.00008558867,0.00024780902,0.00006435531,0.000063157655],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020998302,0.0004230339,0.00038278662,0.00021183206,0.000063884836,0.000055730467,0.0001482969,0.0003549957,0.000012476859],"category_scores_gemma":[0.0008951555,0.00037930594,0.000049893955,0.00026399142,0.00006829257,0.00008183358,0.000078473284,0.0009880617,0.0000015825224],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[4.8271e-7,8.469471e-7,0.000056601526,0.0016439243,0.00003695154,0.0000023786517,0.0001442903,0.9758008,0.018265074,0.0005520233,0.0000047897797,0.0034918343],"study_design_scores_gemma":[0.00013059496,0.00004535069,0.000061538565,0.002931739,0.000053588596,0.000021167287,0.000009245695,0.97953594,0.01540241,0.0007147914,0.0006107406,0.00048288304],"about_ca_topic_score_codex":0.000019291954,"about_ca_topic_score_gemma":0.000020158543,"teacher_disagreement_score":0.441488,"about_ca_system_score_codex":0.00010793423,"about_ca_system_score_gemma":0.000022321756,"threshold_uncertainty_score":0.9998659},"labels":[],"label_agreement":null},{"id":"W4400934340","doi":"10.1007/978-981-97-5311-6_25","title":"Stabilization of Clayey Soils Against Internal Erosion Using Cement-Crushed Glass Mixture","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Aecom (Canada)","funders":"","keywords":"Internal erosion; Cement; Clay soil; Geotechnical engineering; Erosion; Soil water; Geology; Materials science; Soil science; Geomorphology; Composite material","score_opus":0.010222198850486242,"score_gpt":0.20681986827117949,"score_spread":0.19659766942069323,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400934340","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009222852,0.0072742607,0.96839046,0.000029846897,0.0027247653,0.0006451299,0.000104525876,0.0014192893,0.010188877],"genre_scores_gemma":[0.99683493,0.00058098574,0.0013930167,0.000012888776,0.00031009113,0.00001673719,0.00015320204,0.0003757832,0.0003223809],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99776006,0.000007840026,0.00085274363,0.00049416267,0.0004291104,0.00045610018],"domain_scores_gemma":[0.9990785,0.00016758275,0.00009712649,0.0004613932,0.00008805965,0.00010732983],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001970762,0.0007258139,0.0007218694,0.00068388163,0.000024964947,0.000057203586,0.00027762513,0.00096064835,0.00008167292],"category_scores_gemma":[0.00015323702,0.0007750821,0.00023714741,0.00029077174,0.00003552193,0.0001124466,0.00010595723,0.001292775,0.000009420657],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000068646527,0.00000932197,0.00001145725,0.0016608913,0.00008056654,0.000015151907,0.00015895255,0.96897376,0.025589034,0.0016582874,0.000012236048,0.0018234951],"study_design_scores_gemma":[0.00024907902,0.00004009291,0.000016800604,0.003224162,0.000081468665,0.000008264414,0.0000017508667,0.9869427,0.004238171,0.001729298,0.0027629375,0.00070529355],"about_ca_topic_score_codex":0.000018940078,"about_ca_topic_score_gemma":0.00019500403,"teacher_disagreement_score":0.98761207,"about_ca_system_score_codex":0.00057598756,"about_ca_system_score_gemma":0.000037349084,"threshold_uncertainty_score":0.99947},"labels":[],"label_agreement":null},{"id":"W4401449860","doi":"10.1139/cgj-2023-0393","title":"Physical model case study: treatment effect of soft ground by vacuum preloading combined with liquid bag pressurization method","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Science Foundation of Tianjin City; China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Cabin pressurization; Geotechnical engineering; Materials science; Geology; Engineering; Environmental science; Forensic engineering; Composite material","score_opus":0.0069365576062528295,"score_gpt":0.23691866906240433,"score_spread":0.2299821114561515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401449860","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6370448,0.00030627518,0.3616368,0.000054186607,0.00011330013,0.0004336759,0.000031679643,0.00034550455,0.00003379994],"genre_scores_gemma":[0.99930847,0.000019050069,0.00040612786,0.0000053276362,0.000075680444,0.00005557086,0.000012741889,0.0000767157,0.000040301926],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986717,0.000092752554,0.00033583635,0.00025443075,0.00024336185,0.0004019304],"domain_scores_gemma":[0.9989609,0.00022118994,0.00003275145,0.00023921324,0.00004891015,0.00049704994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037882995,0.00030276697,0.00041983716,0.00024019649,0.00012258037,0.00011052136,0.00015110304,0.00017085948,0.000009976195],"category_scores_gemma":[0.00004476728,0.00022716001,0.00012369103,0.00041377428,0.00003501964,0.00017695625,0.000014955275,0.0005060875,0.0000024575797],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004473745,0.000057023928,0.0000061221976,0.00009650984,0.00016508871,0.00069503364,0.00028014,0.9905349,0.0019990038,0.000059496455,0.00013081369,0.0059311017],"study_design_scores_gemma":[0.00061213435,0.0030531315,0.000006371183,0.0001076589,0.00024244795,0.0011598924,0.000038003902,0.99247736,0.0017241972,0.000057396384,0.00028393045,0.00023748091],"about_ca_topic_score_codex":0.0023415487,"about_ca_topic_score_gemma":0.00077675155,"teacher_disagreement_score":0.3622637,"about_ca_system_score_codex":0.0005376088,"about_ca_system_score_gemma":0.00015485656,"threshold_uncertainty_score":0.92633164},"labels":[],"label_agreement":null},{"id":"W4401780839","doi":"10.1139/cgj-2023-0314","title":"Analytical solutions for the stability of stone column-supported and geosynthetic-reinforced embankment","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Postdoctoral Program for Innovative Talents; Natural Science Foundation of Hebei Province; Natural Science Foundation of Tianjin City; China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Geosynthetics; Geotechnical engineering; Centrifuge; Slip (aerodynamics); Wedge (geometry); Levee; Factor of safety; Quasistatic process; Reinforcement; Structural engineering; Geology; Engineering; Mathematics; Geometry","score_opus":0.017713746857430185,"score_gpt":0.22092218708687855,"score_spread":0.20320844022944837,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401780839","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16845118,0.0056460327,0.81524634,0.006442873,0.0013321614,0.0013437297,0.00036533974,0.0007576143,0.0004147133],"genre_scores_gemma":[0.9995514,0.00014859773,0.00010876234,0.000026585405,0.00006960167,0.000026715146,0.000006683027,0.000025529424,0.0000360943],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99881727,0.00001569442,0.00039972563,0.00013838905,0.00016476327,0.00046415447],"domain_scores_gemma":[0.9989668,0.0002916425,0.000019532958,0.00021981623,0.000090555164,0.00041162025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007606408,0.00013374712,0.00019270749,0.00014915176,0.0001946373,0.00009150339,0.0001705822,0.000166009,0.00011658298],"category_scores_gemma":[0.0002862447,0.00010625661,0.0001287477,0.00028037565,0.0001648657,0.0000729709,0.00002329507,0.00046467653,0.0000027145961],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000062432655,0.000007118263,0.0000106199095,0.00013457019,0.00010849248,0.000010160745,0.00006733859,0.97506016,0.00084261573,0.009588014,0.0020916564,0.012073026],"study_design_scores_gemma":[0.000120570534,0.000057672205,0.0006564281,0.000059813618,0.000083117455,0.00009056107,0.00004919668,0.9766691,0.00010514611,0.0003594325,0.021624124,0.00012487003],"about_ca_topic_score_codex":0.00088148745,"about_ca_topic_score_gemma":0.0010836622,"teacher_disagreement_score":0.8311003,"about_ca_system_score_codex":0.00025835508,"about_ca_system_score_gemma":0.00022417134,"threshold_uncertainty_score":0.43330187},"labels":[],"label_agreement":null},{"id":"W4401869580","doi":"10.1016/j.geotexmem.2024.08.001","title":"Laboratory evaluation of wicking geotextile for moisture reduction in silty sands at different fines contents","year":2024,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Mid-America Transportation Center, University of Nebraska-Lincoln; Terrafix Geosynthetics","keywords":"Geotextile; Geotechnical engineering; Moisture; Water content; Geomembrane; Environmental science; Materials science; Geology; Composite material","score_opus":0.014420405473126832,"score_gpt":0.23584716920172888,"score_spread":0.22142676372860204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401869580","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99161,0.006943802,0.00023715058,0.00006642692,0.00048701823,0.00033947482,0.00005781142,0.00018608567,0.00007221897],"genre_scores_gemma":[0.99920213,0.00043816748,0.0000050373155,0.0000031005052,0.00008403376,0.000094454546,0.00007515051,0.0000276406,0.000070309376],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991,0.00002154506,0.0002736557,0.0002148171,0.00020134676,0.00018859546],"domain_scores_gemma":[0.99962914,0.00007424898,0.000022708895,0.00013002133,0.00010178848,0.000042097327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002659846,0.00016442673,0.00022182662,0.00014970305,0.000042736192,0.000031469965,0.000054121367,0.00013388103,0.000028472736],"category_scores_gemma":[0.00006521044,0.00014667338,0.000054581214,0.00021271461,0.00003433258,0.00011179328,0.00002194073,0.000099036384,0.0000015343521],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011157367,0.000014928394,0.000032041036,0.00085501355,0.000022895596,5.4069704e-7,0.00036564976,0.9602823,0.019505976,0.00017179672,0.000102415455,0.018635286],"study_design_scores_gemma":[0.00047167356,0.00003550039,0.009832425,0.0002557243,0.000054843968,0.0000046227947,0.00013173278,0.98522615,0.0014258104,0.00059081166,0.001796034,0.00017468916],"about_ca_topic_score_codex":0.00002898629,"about_ca_topic_score_gemma":0.00007788103,"teacher_disagreement_score":0.024943832,"about_ca_system_score_codex":0.00007985805,"about_ca_system_score_gemma":0.000011758175,"threshold_uncertainty_score":0.5981167},"labels":[],"label_agreement":null},{"id":"W4401872429","doi":"10.1016/j.jrmge.2024.04.031","title":"Cyclic response of floating geosynthetic-encased steel slag columns in soft clay","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Geotechnical engineering; Slag (welding); Materials science; Geosynthetics; Geology; Composite material","score_opus":0.005547545310996176,"score_gpt":0.19894615228957288,"score_spread":0.1933986069785767,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401872429","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33603287,0.0029784106,0.66015464,0.00008621338,0.00038484344,0.00011078097,0.000006399097,0.00023599157,0.000009865],"genre_scores_gemma":[0.99806726,0.00043057892,0.0013698068,0.0000054625166,0.000057600755,0.0000030604053,9.952923e-7,0.000057426867,0.00000783194],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99845415,0.000026711623,0.0007646611,0.00016530664,0.00028623495,0.00030292652],"domain_scores_gemma":[0.999139,0.0004080324,0.00006680262,0.00017598837,0.00006652891,0.00014361423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011324963,0.0002146968,0.00044104044,0.0003772487,0.000026465992,0.000044215194,0.00018315925,0.00026811406,0.000015232104],"category_scores_gemma":[0.0005735715,0.00021777867,0.00014518676,0.00047717104,0.000005748843,0.00015061842,0.00005699604,0.0007353898,0.0000022072838],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002728589,0.000017043783,0.000001193492,0.00028560037,0.00002577113,0.000044348373,0.00010602416,0.89580667,0.10074016,0.0005717088,0.000019696898,0.0023545066],"study_design_scores_gemma":[0.00028551684,0.00017013011,0.000089910594,0.00079992757,0.00003168677,0.00014160397,0.000042287695,0.9936362,0.0025399227,0.00043157832,0.0016195028,0.0002117479],"about_ca_topic_score_codex":0.000006763163,"about_ca_topic_score_gemma":0.0000022424645,"teacher_disagreement_score":0.6620344,"about_ca_system_score_codex":0.0000908823,"about_ca_system_score_gemma":0.000038995724,"threshold_uncertainty_score":0.88807565},"labels":[],"label_agreement":null},{"id":"W4401901921","doi":"10.1016/j.trgeo.2024.101362","title":"Pre- and Post-Improvement Performance of a Railway Embankment Stabilized with Ductile Inclusions","year":2024,"lang":"en","type":"article","venue":"Transportation Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Levee; Geotechnical engineering; Materials science; Geology; Structural engineering; Engineering","score_opus":0.003362286372620299,"score_gpt":0.18623037504466447,"score_spread":0.18286808867204418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401901921","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97296596,0.0004306624,0.025260514,0.00006430043,0.000067860616,0.00033298117,0.00005172244,0.00074854976,0.00007747105],"genre_scores_gemma":[0.99856627,0.00030705653,0.0008721056,0.000007864564,0.000008918702,0.00006610876,0.00009368718,0.000034331424,0.000043663895],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992125,0.0000037881216,0.00027777182,0.00016734112,0.00019313412,0.00014543335],"domain_scores_gemma":[0.9996869,0.00002796617,0.000020283758,0.00016068481,0.00005230323,0.00005189064],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011297637,0.00014153236,0.00014929274,0.0001047821,0.00003860613,0.000014338541,0.000061183826,0.00008659155,0.000025738369],"category_scores_gemma":[0.0000050359045,0.00012333668,0.000031610227,0.0002929005,0.000038976348,0.00013400351,0.0000049896616,0.00015700242,0.00000118988],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033814456,0.000032932316,0.00007814893,0.0013567995,0.000038367143,0.0000023156788,0.0010079959,0.93736506,0.04020235,0.0010572701,0.000017655644,0.01880729],"study_design_scores_gemma":[0.0007358329,0.0009549616,0.02604193,0.0005561738,0.00014994865,0.00000758424,0.00023768749,0.93579614,0.028326347,0.00013248996,0.0065397387,0.000521142],"about_ca_topic_score_codex":0.000018501509,"about_ca_topic_score_gemma":0.000023937931,"teacher_disagreement_score":0.025963781,"about_ca_system_score_codex":0.000038970775,"about_ca_system_score_gemma":0.000026102529,"threshold_uncertainty_score":0.5029524},"labels":[],"label_agreement":null},{"id":"W4402137266","doi":"10.1007/978-3-031-61539-9_7","title":"Flexural Behavior of Concrete Beams Reinforced with Low- or High-Ductility Geogrid","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Terrafix Geosynthetics (Canada); McGill University","funders":"","keywords":"Geogrid; Flexural strength; Materials science; Ductility (Earth science); Structural engineering; Composite material; Geotechnical engineering; Reinforcement; Geology; Engineering; Creep","score_opus":0.005979686129419228,"score_gpt":0.18995935936657765,"score_spread":0.18397967323715841,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402137266","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04734539,0.010072464,0.89578515,0.00014089835,0.0068559283,0.0039473563,0.0006910729,0.009565755,0.025595987],"genre_scores_gemma":[0.9943846,0.00020185635,0.0021695523,0.000009857854,0.00029549593,0.00009800494,0.00016733684,0.00040047552,0.0022728588],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979441,0.0000039523115,0.0006928329,0.00047694493,0.00039653323,0.00048564142],"domain_scores_gemma":[0.9989099,0.00021454516,0.00006915043,0.0006036452,0.00007835505,0.000124425],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00014493956,0.0007503009,0.00085925194,0.00041455228,0.000020571646,0.000040841413,0.00027834167,0.00079407287,0.00020829198],"category_scores_gemma":[0.00011507821,0.0006465011,0.00016712854,0.00026497288,0.0000716327,0.00009976592,0.000071789495,0.0013818234,0.000013906234],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026768445,0.0000018916156,0.000002628805,0.0017501629,0.00009272143,0.000070507806,0.000084863845,0.9939294,0.0011135556,0.0018505368,0.0000082365,0.0010687289],"study_design_scores_gemma":[0.0010292223,0.00040478827,0.00016406884,0.0053396784,0.00046368453,0.00012269578,0.0000039554902,0.97132236,0.012463219,0.0007079925,0.005562359,0.002415978],"about_ca_topic_score_codex":0.000050163275,"about_ca_topic_score_gemma":0.00008217344,"teacher_disagreement_score":0.9470392,"about_ca_system_score_codex":0.00027441527,"about_ca_system_score_gemma":0.000047131143,"threshold_uncertainty_score":0.9995986},"labels":[],"label_agreement":null},{"id":"W4402211885","doi":"10.1139/cgj-2023-0752","title":"Cyclic response of pre-failed and reinstalled single-helix piles in sand","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"WEst Atlantic Marine Energy Community; Université Gustave Eiffel; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Geotechnical engineering; Geology; Pile; Engineering; Forensic engineering; Structural engineering","score_opus":0.007121745511572356,"score_gpt":0.19572061929609336,"score_spread":0.188598873784521,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402211885","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98669606,0.0033011308,0.008654447,0.0004625787,0.00024255701,0.00013780803,0.000016476735,0.00023531998,0.0002536122],"genre_scores_gemma":[0.99939287,0.00027068122,0.00019027723,0.000018200642,0.00005010122,0.000006129894,0.0000023585803,0.000034546345,0.000034845165],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989324,0.000048539245,0.0004036762,0.00014949289,0.00013860708,0.0003272391],"domain_scores_gemma":[0.9992582,0.00016600007,0.000017614511,0.00015085736,0.000028557173,0.00037876287],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000579058,0.00014230596,0.00021983423,0.0005115674,0.000037394882,0.000079198704,0.0001312386,0.00022815006,0.000040273822],"category_scores_gemma":[0.00036612773,0.00013898818,0.00006135492,0.00040688372,0.000066050496,0.00011073674,0.000016528986,0.00061116327,0.0000037383752],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000090958914,0.000018638386,0.000092245195,0.00018609039,0.0000372406,0.0003281825,0.0002447211,0.9418804,0.03826998,0.0004790952,0.0006085962,0.017763868],"study_design_scores_gemma":[0.00081611593,0.00032548126,0.030626329,0.001244563,0.00003970868,0.00056615646,0.00007297008,0.93205196,0.00218048,0.0016886545,0.029801648,0.0005859127],"about_ca_topic_score_codex":0.00068183406,"about_ca_topic_score_gemma":0.0015071726,"teacher_disagreement_score":0.036089502,"about_ca_system_score_codex":0.00029122212,"about_ca_system_score_gemma":0.00014276309,"threshold_uncertainty_score":0.56677735},"labels":[],"label_agreement":null},{"id":"W4402292997","doi":"10.1139/cjce-2023-0565","title":"Study on seismic performance of the CFST-framed aeolian sand concrete composite shear wall","year":2024,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Science Foundation of Inner Mongolia; National Natural Science Foundation of China","keywords":"Geotechnical engineering; Composite number; Geology; Aeolian processes; Shear (geology); Structural engineering; Engineering; Materials science; Geomorphology; Composite material","score_opus":0.006465027541192329,"score_gpt":0.17906484094784036,"score_spread":0.17259981340664804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402292997","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937562,0.0009663376,0.0031439092,0.00009472469,0.001262673,0.0001384215,0.000008748745,0.000088768895,0.0005402638],"genre_scores_gemma":[0.9997572,0.0000207667,0.000031663894,0.00001526315,0.00009923376,0.0000029649837,8.1490316e-7,0.00004860029,0.000023509147],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990397,0.000014047915,0.00037490678,0.00009240589,0.00020402347,0.00027492933],"domain_scores_gemma":[0.99940026,0.00006192424,0.00003111187,0.00020094788,0.000055917695,0.00024985117],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023664787,0.00017221585,0.00024014489,0.000284454,0.00004182098,0.00005005048,0.00026561564,0.00008211569,0.000019904872],"category_scores_gemma":[0.00005372719,0.00014151273,0.000109950546,0.0003807376,0.000027417656,0.00010868943,0.0000095060395,0.00053998275,0.000004169195],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000022913737,0.0000019185725,0.0004183656,0.00014320709,0.00006166899,0.000029027946,0.00061684416,0.99704057,0.0012112902,0.00004571366,0.00017750128,0.00025161478],"study_design_scores_gemma":[0.0002637667,0.00019723683,0.01369325,0.0007572899,0.000048575985,0.000083106235,0.000053546184,0.9794528,0.0013117973,0.000008381763,0.0039295587,0.00020070374],"about_ca_topic_score_codex":0.00012565184,"about_ca_topic_score_gemma":0.0005527911,"teacher_disagreement_score":0.01758777,"about_ca_system_score_codex":0.00018629071,"about_ca_system_score_gemma":0.00012702533,"threshold_uncertainty_score":0.5770722},"labels":[],"label_agreement":null},{"id":"W4402327393","doi":"10.1139/cgj-2024-0222","title":"Fully coupled finite strain consolidation analysis for soft clay treated by prefabricated horizontal drain with vacuum and heat preloading","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Hong Kong Polytechnic University","keywords":"Consolidation (business); Geotechnical engineering; Geology; Pore water pressure; Materials science","score_opus":0.006516207291542599,"score_gpt":0.19578486353547384,"score_spread":0.18926865624393124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402327393","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1288224,0.0011804479,0.86760134,0.0006668551,0.00011965471,0.00042907262,0.00040736157,0.0007095771,0.00006327472],"genre_scores_gemma":[0.9990621,0.000080137295,0.0003391243,0.000032128522,0.00006878512,0.000043956206,0.00026406534,0.00005923891,0.000050461374],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99863255,0.000025522924,0.0003738726,0.00028453628,0.00017205515,0.00051147095],"domain_scores_gemma":[0.9988935,0.00019176143,0.000023452469,0.000155381,0.000095512936,0.00064038316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033627977,0.0002499814,0.00032010928,0.00052910525,0.00017377817,0.0003045679,0.00013658268,0.00028019783,0.0000483339],"category_scores_gemma":[0.000111113644,0.0002257975,0.00012006139,0.0009666122,0.000063449676,0.00017848791,0.000008901779,0.0005305052,0.0000030873096],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022054272,0.000010967185,0.00008849065,0.00008086036,0.0005743706,0.000048503924,0.00007099555,0.9796025,0.014034807,0.00016094766,0.00092726585,0.004378227],"study_design_scores_gemma":[0.00035367557,0.00018473661,0.00048986037,0.000085079206,0.00035876216,0.00009952402,0.000018961375,0.99261636,0.00030154656,0.00011897711,0.0050701746,0.00030232666],"about_ca_topic_score_codex":0.0010347619,"about_ca_topic_score_gemma":0.001504873,"teacher_disagreement_score":0.8702397,"about_ca_system_score_codex":0.00041959473,"about_ca_system_score_gemma":0.00016985885,"threshold_uncertainty_score":0.9207755},"labels":[],"label_agreement":null},{"id":"W4402503126","doi":"10.1016/j.geotexmem.2024.09.002","title":"Freeze-thaw impacts on geocell-stabilized bases considering effects of water supply and compaction","year":2024,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"The Metabolomics Innovation Centre; University of Victoria","funders":"","keywords":"Compaction; Geotechnical engineering; Environmental science; Water supply; Materials science; Environmental engineering; Geology","score_opus":0.003790810518516877,"score_gpt":0.1831880487350215,"score_spread":0.17939723821650463,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402503126","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99484515,0.0036980736,0.00020617187,0.000093245995,0.0003099338,0.00018294223,0.000019267747,0.00043370094,0.00021148688],"genre_scores_gemma":[0.99862874,0.0011901415,0.000011667829,0.00001463159,0.000047717713,0.000012555859,0.00002060321,0.00003474301,0.0000391975],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991753,0.000016705451,0.00021042956,0.00021266348,0.000119434015,0.00026544055],"domain_scores_gemma":[0.99941695,0.00030297556,0.000011025841,0.00014568026,0.000021160531,0.00010222154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011063586,0.00020899477,0.00027005986,0.00014907333,0.000051238527,0.000073007504,0.000040078958,0.000106800064,0.000049833896],"category_scores_gemma":[0.000043447748,0.00015844681,0.0000514546,0.00010146082,0.00006687486,0.00012993507,0.000026518126,0.000148624,0.000008598315],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018595358,0.000023187868,0.000068356174,0.005150644,0.0000618865,0.000022308743,0.0006385773,0.8701206,0.1094297,0.0003864582,0.00013450492,0.013945205],"study_design_scores_gemma":[0.0010892762,0.00036627738,0.012078725,0.0015211512,0.00012920838,0.00010149567,0.0002416896,0.8669851,0.10177436,0.001124018,0.013863756,0.0007249414],"about_ca_topic_score_codex":0.00013437081,"about_ca_topic_score_gemma":0.000022877784,"teacher_disagreement_score":0.013729251,"about_ca_system_score_codex":0.000013507108,"about_ca_system_score_gemma":0.000005834399,"threshold_uncertainty_score":0.6461274},"labels":[],"label_agreement":null},{"id":"W4402650838","doi":"10.1051/e3sconf/202456924002","title":"The use of a geogrid – geotextile geo-composite to improve soft soils for construction works at a facility expansion site in Western Canada","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Horizon College and Seminary","funders":"","keywords":"Geotextile; Geogrid; Soil water; Geotechnical engineering; Composite number; Environmental science; Geology; Engineering; Soil science; Materials science; Composite material; Structural engineering; Reinforcement","score_opus":0.012443902501078205,"score_gpt":0.20467799176468976,"score_spread":0.19223408926361155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402650838","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97837645,0.00033641892,0.02009254,0.00012767168,0.0004885725,0.00030050488,0.00015932116,0.000086025066,0.000032523465],"genre_scores_gemma":[0.9996349,0.000059740603,0.00016508251,0.000005991607,0.000015354777,0.000046657762,0.000021810542,0.000007812525,0.00004262282],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999177,0.000015742766,0.0003196381,0.00015558864,0.0001502419,0.00018178494],"domain_scores_gemma":[0.9993525,0.0003370185,0.00002719085,0.0001622463,0.00007214601,0.000048871705],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000138891,0.000116204115,0.00018914488,0.00006157663,0.000035081976,0.00005113414,0.00009526477,0.00007685338,0.00000930293],"category_scores_gemma":[0.000077577206,0.00009255377,0.000039722534,0.00016447956,0.000044651926,0.00009607747,0.000032533662,0.000104065424,0.0000013500962],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037399146,0.000007761125,0.0018342271,0.000341611,0.000025222393,9.602849e-7,0.00019816456,0.8813967,0.021667464,0.0002105719,0.0001856103,0.094094306],"study_design_scores_gemma":[0.00022404532,0.00008085615,0.0082011605,0.00037022593,0.000018725097,0.0000020664477,0.00007906307,0.9412029,0.012818982,0.00012004804,0.036670744,0.00021119718],"about_ca_topic_score_codex":0.02735462,"about_ca_topic_score_gemma":0.19994804,"teacher_disagreement_score":0.17259343,"about_ca_system_score_codex":0.00007419875,"about_ca_system_score_gemma":0.00028426087,"threshold_uncertainty_score":0.9791223},"labels":[],"label_agreement":null},{"id":"W4402650912","doi":"10.1051/e3sconf/202456907005","title":"Performance of stone columns in unsaturated soils: Numerical evaluation","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Soil water; Geology; Environmental science; Soil science; Geotechnical engineering","score_opus":0.01701833800191835,"score_gpt":0.24502072159642058,"score_spread":0.22800238359450223,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402650912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99343187,0.000644355,0.0008933085,0.000022046024,0.00020692781,0.000095867945,0.00000387639,0.00013027813,0.0045714523],"genre_scores_gemma":[0.99973816,0.00014399968,0.000057745903,7.647573e-7,0.000011986502,0.0000135791615,0.000010799902,0.0000072993125,0.000015664013],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99937934,0.000017770506,0.0002361062,0.0000836323,0.0001912503,0.000091920934],"domain_scores_gemma":[0.99976104,0.000055965444,0.000016135138,0.00007812018,0.000069468144,0.000019295443],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024434034,0.000069671856,0.00014665544,0.00011034333,0.000006084754,0.000010270935,0.00007031052,0.000065602435,0.000100687925],"category_scores_gemma":[0.000051037998,0.00006543055,0.000022940592,0.00039206582,0.000030811396,0.00007755414,0.0000070008864,0.00010456698,0.0000041063768],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000053429762,0.000015953405,0.0016271259,0.00031723114,0.000014276699,4.318188e-7,0.00015850173,0.969149,0.005759987,0.0012640355,0.000043143544,0.02164498],"study_design_scores_gemma":[0.00010065714,0.000047912774,0.014561652,0.0001865172,0.000010359183,5.087058e-7,0.00003764819,0.9813799,0.0032197288,0.00006631273,0.00032002438,0.00006872687],"about_ca_topic_score_codex":0.000039032042,"about_ca_topic_score_gemma":0.000022449658,"teacher_disagreement_score":0.021576254,"about_ca_system_score_codex":0.000025827148,"about_ca_system_score_gemma":0.00017456236,"threshold_uncertainty_score":0.26681802},"labels":[],"label_agreement":null},{"id":"W4402651026","doi":"10.1051/e3sconf/202456928001","title":"Reinforcement of piling platforms with geogrids over dewatered docks with very soft soils: Wood Wharf, London","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Terrafix Geosynthetics (Canada)","funders":"","keywords":"Wharf; Reinforcement; Soil water; Geotechnical engineering; Engineering; Geology; Marine engineering; Structural engineering; Soil science","score_opus":0.00790015979531502,"score_gpt":0.1958514843112087,"score_spread":0.18795132451589366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651026","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9572873,0.0006673563,0.037565585,0.000013414276,0.00015890664,0.00014712587,0.00000865027,0.00034211643,0.0038095098],"genre_scores_gemma":[0.99948126,0.00014996,0.00020788323,0.0000028380778,0.00002869723,0.000016016558,0.000021632744,0.000022784041,0.00006894259],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990537,0.000003425215,0.0002979612,0.00015470303,0.00028453188,0.00020567086],"domain_scores_gemma":[0.9996084,0.000060411312,0.000037115526,0.00017471833,0.00006605717,0.000053320808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011483209,0.00017860209,0.00025810272,0.00013283256,0.00001997477,0.00004550556,0.00012925698,0.000084916865,0.0000916316],"category_scores_gemma":[0.000012213771,0.00011995667,0.000043276003,0.0002264683,0.0000677552,0.0001981594,0.000020637066,0.00015281308,0.0000030069555],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047449324,0.000017546072,0.0011493682,0.00077388977,0.00014365272,0.000004898838,0.00027106376,0.9892463,0.0012587103,0.003533633,0.000026080552,0.0035273968],"study_design_scores_gemma":[0.0008077819,0.00063372933,0.0014568734,0.0015345078,0.000083820436,0.000007114317,0.00023127282,0.96581006,0.025525017,0.00039189038,0.0031244,0.00039354904],"about_ca_topic_score_codex":0.00007247792,"about_ca_topic_score_gemma":0.000053781914,"teacher_disagreement_score":0.04219391,"about_ca_system_score_codex":0.000025144345,"about_ca_system_score_gemma":0.00016785422,"threshold_uncertainty_score":0.4891691},"labels":[],"label_agreement":null},{"id":"W4402651056","doi":"10.1051/e3sconf/202456928002","title":"Bearing capacity of strip footings seated on unreinforced and reinforced granular layers over random homogeneous and isotropic spatially variable undrained soft clay","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Isotropy; Geotechnical engineering; Homogeneous; Bearing capacity; Geology; Materials science; Physics; Statistical physics","score_opus":0.009095336420034225,"score_gpt":0.1936465527461604,"score_spread":0.1845512163261262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651056","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94965523,0.00026890158,0.046703458,0.000017059789,0.00014346458,0.00018367241,0.000016957729,0.00022598376,0.0027852734],"genre_scores_gemma":[0.99952626,0.00011884905,0.00022266014,0.0000048975653,0.000018345785,0.000006039653,0.000010789286,0.000017066384,0.00007507332],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991643,0.000016804548,0.00031166303,0.000161525,0.00017388823,0.00017186187],"domain_scores_gemma":[0.999511,0.00020382812,0.000040028568,0.00012361986,0.000057084468,0.000064427644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001697934,0.00016498641,0.00030815072,0.00013766867,0.000033252818,0.00004939756,0.00007883446,0.00013179237,0.0000366902],"category_scores_gemma":[0.0001337206,0.00015026203,0.00004093363,0.00020317158,0.00008382259,0.000085309955,0.000023260818,0.0001565293,7.27798e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000048028363,0.0000046220625,0.00029204588,0.0007249438,0.00009139008,0.0000025069842,0.00027807456,0.90212464,0.07722168,0.017159997,0.000013263605,0.0020387832],"study_design_scores_gemma":[0.000864631,0.00016715955,0.0006242255,0.00031897027,0.000045159286,0.0000028464406,0.00002857272,0.9788032,0.018257713,0.0003237784,0.00038811547,0.00017560962],"about_ca_topic_score_codex":0.0002779168,"about_ca_topic_score_gemma":0.000016853424,"teacher_disagreement_score":0.07667855,"about_ca_system_score_codex":0.000016933825,"about_ca_system_score_gemma":0.000088442284,"threshold_uncertainty_score":0.61275077},"labels":[],"label_agreement":null},{"id":"W4402651176","doi":"10.1051/e3sconf/202456911001","title":"Short-term durability of elastomeric bituminous geomembranes at 70°C: A comparison of the effect of immersion methods","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Immersion (mathematics); Durability; Geomembrane; Elastomer; Asphalt; Materials science; Composite material; Geotechnical engineering; Term (time); Forensic engineering; Geology; Engineering; Mathematics; Physics","score_opus":0.01489428751185152,"score_gpt":0.2933846375251732,"score_spread":0.2784903500133217,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651176","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99406546,0.0014243379,0.0032150997,0.000012183261,0.00035012478,0.00016890881,0.0000136077215,0.0000694562,0.0006808418],"genre_scores_gemma":[0.9997999,0.0000683189,0.00009100066,1.8749321e-7,0.000008461603,0.000008143427,0.000003798748,0.000010730406,0.000009440362],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99895096,0.000107361855,0.00048358607,0.00012930574,0.00021203404,0.00011673945],"domain_scores_gemma":[0.99902445,0.0005816638,0.00006692532,0.00024529637,0.00005396849,0.000027709855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043933798,0.0001364213,0.00049597904,0.000099519515,0.00001622799,0.000004671427,0.00020178538,0.00009771425,0.000046318037],"category_scores_gemma":[0.00010134978,0.000090931906,0.00016138537,0.00035586645,0.0001821057,0.000038346003,0.00005307161,0.00012731893,7.890925e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037651167,0.000041498904,0.047214665,0.005344404,0.00011329218,2.171606e-7,0.0004686678,0.2301242,0.6722721,0.0002861743,0.00001859015,0.044078544],"study_design_scores_gemma":[0.00011156312,0.0002394523,0.027057897,0.00034430003,0.00007509422,0.0000010565398,0.00007375005,0.2799884,0.69186515,0.00002095237,0.0001240123,0.00009833928],"about_ca_topic_score_codex":0.000042030744,"about_ca_topic_score_gemma":0.00000943624,"teacher_disagreement_score":0.049864203,"about_ca_system_score_codex":0.000020554535,"about_ca_system_score_gemma":0.00004706086,"threshold_uncertainty_score":0.37080956},"labels":[],"label_agreement":null},{"id":"W4402651311","doi":"10.1051/e3sconf/202456921006","title":"Repeated load triaxial tests of WickGrid™ stabilized base materials","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba; University of Victoria","funders":"","keywords":"Base (topology); Geotechnical engineering; Geology; Materials science; Environmental science; Mathematics; Mathematical analysis","score_opus":0.015465449694073369,"score_gpt":0.23165322086372786,"score_spread":0.21618777116965449,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651311","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99060446,0.0006993062,0.00086346915,0.00003951721,0.0007295915,0.00015283782,0.0000617676,0.0005459999,0.0063030557],"genre_scores_gemma":[0.9995758,0.0001266793,0.00013643429,0.0000012177476,0.000047125945,0.000012484321,0.000017164013,0.000017550088,0.00006552385],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990359,0.000028385886,0.00043711378,0.00014543351,0.00021330982,0.00013983376],"domain_scores_gemma":[0.9994836,0.00015252466,0.000033539083,0.0001822515,0.00010438949,0.000043739605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032389347,0.00013133546,0.00031019884,0.000092408096,0.000010095122,0.00002952776,0.0001233912,0.000103344595,0.0005855462],"category_scores_gemma":[0.00023155299,0.000112875015,0.000058586713,0.00023184849,0.00006299086,0.00006124016,0.00001730051,0.00008269553,0.000009798736],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000061160456,0.000050911636,0.00016850661,0.0015183451,0.00010205586,0.0000074028962,0.00029180644,0.048954535,0.93010145,0.011719681,0.00059714436,0.0064269733],"study_design_scores_gemma":[0.0013153707,0.00034732875,0.0029200886,0.0010841846,0.00011924112,0.0000065420336,0.00016008214,0.19312558,0.7814942,0.0018913904,0.016938966,0.00059701107],"about_ca_topic_score_codex":0.00008236929,"about_ca_topic_score_gemma":0.000026129122,"teacher_disagreement_score":0.14860725,"about_ca_system_score_codex":0.000023914108,"about_ca_system_score_gemma":0.000273246,"threshold_uncertainty_score":0.641132},"labels":[],"label_agreement":null},{"id":"W4402651317","doi":"10.1051/e3sconf/202456929004","title":"Geosynthetic solutions for road stabilization and railway ballast optimization over frost susceptible and expansive clays: A case study of the Cargill Canola processing facility","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Terrafix Geosynthetics (Canada)","funders":"","keywords":"Ballast; Expansive; Frost (temperature); Canola; Expansive clay; Environmental science; Geotechnical engineering; Engineering; Geology; Materials science; Composite material; Chemistry","score_opus":0.018897848053772908,"score_gpt":0.232302034561466,"score_spread":0.2134041865076931,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651317","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9535704,0.0008416095,0.044635747,0.000022347156,0.000110897454,0.00051707454,0.00008754559,0.00009778456,0.00011655562],"genre_scores_gemma":[0.99977946,0.00006479079,0.000072673116,0.0000010230747,0.000009252444,0.000043771037,0.000009349232,0.000009869444,0.000009826167],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99930346,0.000029310218,0.00025093398,0.00017012375,0.000116470816,0.00012969934],"domain_scores_gemma":[0.99958754,0.00009079343,0.00003690191,0.000113631715,0.00013907986,0.000032057982],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016475773,0.00011569023,0.0001705294,0.00007042664,0.00009891298,0.000051971783,0.000052769305,0.00007032721,0.000012834546],"category_scores_gemma":[0.00010088774,0.00009066447,0.000026061884,0.00021072013,0.000084487976,0.0001237168,0.000031070875,0.00007497226,5.6909254e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000048612696,0.000036173493,0.0011291252,0.0005493023,0.000024455556,0.0000010021873,0.0024018083,0.98833036,0.0016146508,0.0002487084,0.0000065512054,0.005653005],"study_design_scores_gemma":[0.00026529154,0.00011503383,0.0014470636,0.00012857976,0.00005572811,0.000010636182,0.0040410026,0.99345285,0.00024041058,0.000043366814,0.00009778017,0.00010227382],"about_ca_topic_score_codex":0.00039020198,"about_ca_topic_score_gemma":0.0012939121,"teacher_disagreement_score":0.046209004,"about_ca_system_score_codex":0.000022567947,"about_ca_system_score_gemma":0.00012775755,"threshold_uncertainty_score":0.36971897},"labels":[],"label_agreement":null},{"id":"W4402651375","doi":"10.1051/e3sconf/202456912004","title":"Flexural behaviour of concrete beams reinforced with fiberglass geogrid","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Terrafix Geosynthetics (Canada); McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Geogrid; Flexural strength; Materials science; Composite material; Geotechnical engineering; Structural engineering; Reinforcement; Geology; Engineering","score_opus":0.008103512996328206,"score_gpt":0.20442081520908764,"score_spread":0.19631730221275945,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651375","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9732326,0.0006952666,0.012262453,0.00005420331,0.0003431194,0.00013130599,0.000029206274,0.00054361444,0.0127081955],"genre_scores_gemma":[0.9993658,0.00006630278,0.00032742936,0.0000019057943,0.000024332594,0.000009009288,0.000018379573,0.000014473293,0.00017235047],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993587,0.000006374358,0.00023279656,0.00009973428,0.00017123291,0.00013116555],"domain_scores_gemma":[0.99968696,0.00005770651,0.00002307795,0.00012812167,0.00006294623,0.00004117303],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000083476785,0.00011347331,0.00019828208,0.000078951896,0.000010691568,0.000021435126,0.0001127498,0.00007527286,0.00009594835],"category_scores_gemma":[0.000016480635,0.000090075206,0.000045826324,0.00018531799,0.00007226548,0.000082670296,0.000012859396,0.00011501897,0.0000040783325],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020113617,0.0000031571738,0.0010254327,0.00078078115,0.00012543685,0.000007172891,0.00031515388,0.9502216,0.009980433,0.032859933,0.00035544025,0.0043053213],"study_design_scores_gemma":[0.0003249256,0.000337872,0.003698958,0.00059599016,0.000072665585,0.000007470953,0.00015977876,0.9462507,0.042657945,0.000108296634,0.005460825,0.00032456912],"about_ca_topic_score_codex":0.000065754204,"about_ca_topic_score_gemma":0.00000465124,"teacher_disagreement_score":0.032751635,"about_ca_system_score_codex":0.0000100842835,"about_ca_system_score_gemma":0.000112295544,"threshold_uncertainty_score":0.36731604},"labels":[],"label_agreement":null},{"id":"W4402651385","doi":"10.1051/e3sconf/202456902002","title":"Evaluation of structural performance of thinasphalt pavement reinforced with wicking geotextiles over expansive soils","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Solmax (Canada)","funders":"","keywords":"Expansive clay; Geotechnical engineering; Expansive; Soil water; Water repellent; Environmental science; Geology; Materials science; Soil science; Composite material","score_opus":0.015868527190565203,"score_gpt":0.2393888170905864,"score_spread":0.2235202899000212,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651385","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959182,0.00067319477,0.001280454,0.0000061565925,0.00014375633,0.00014349166,0.0000065596732,0.0000813343,0.0017468367],"genre_scores_gemma":[0.99978566,0.00007935632,0.00007571826,9.168878e-7,0.000015673862,0.000010787105,0.000009082322,0.000009582115,0.0000132092555],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998981,0.00001651601,0.00029151895,0.00009504932,0.0005112521,0.00010467316],"domain_scores_gemma":[0.9994816,0.000050839306,0.000057293928,0.00012211362,0.00026707083,0.000021087726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032544212,0.000106234525,0.00018721775,0.00009133873,0.000013203001,0.00001160708,0.00008965216,0.00005410809,0.00011092692],"category_scores_gemma":[0.000033138575,0.00008240422,0.000033951135,0.000167453,0.000061253326,0.00014216703,0.000012098453,0.000079957186,5.3754223e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005247401,0.0000018018251,0.00021132341,0.0004957375,0.000056621804,1.446916e-7,0.00049887015,0.978049,0.0065542525,0.0032813223,0.000004289781,0.010841408],"study_design_scores_gemma":[0.00018985543,0.00013390827,0.0066608028,0.00050522794,0.00006457849,6.350501e-7,0.0001764077,0.95295095,0.039065406,0.00013004559,0.00003163717,0.0000905632],"about_ca_topic_score_codex":0.00004756349,"about_ca_topic_score_gemma":0.000011493357,"teacher_disagreement_score":0.032511152,"about_ca_system_score_codex":0.000025573472,"about_ca_system_score_gemma":0.00024115598,"threshold_uncertainty_score":0.33603466},"labels":[],"label_agreement":null},{"id":"W4402651397","doi":"10.1051/e3sconf/202456913001","title":"Study of environmental impact from geosynthetic reinforced soil walls","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Universitat Politècnica de Catalunya; Ministerio de Economía y Competitividad","keywords":"Geosynthetics; Geotechnical engineering; Geology; Environmental science","score_opus":0.009304258648063293,"score_gpt":0.21413672720475171,"score_spread":0.2048324685566884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651397","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99696946,0.00039101148,0.0004854772,0.00000491809,0.00015271716,0.00009591752,0.00004292439,0.00016089772,0.0016966552],"genre_scores_gemma":[0.9998235,0.000080563324,0.000009816548,4.7415315e-7,0.00001785595,0.0000060866682,0.000011577124,0.000012369692,0.000037725527],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993779,0.000011312118,0.00024140732,0.00010315342,0.00016438487,0.0001018185],"domain_scores_gemma":[0.99970174,0.000086679174,0.000018781175,0.00015013457,0.0000071145428,0.00003557772],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000067898596,0.00010828678,0.00018838934,0.000071694296,0.0000091664815,0.00001646142,0.000112430906,0.000056424193,0.00037502998],"category_scores_gemma":[0.000015416515,0.000089569905,0.000057051268,0.0000841424,0.000030928746,0.000058006983,0.000018318708,0.00009033148,0.000011433206],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006124178,0.000049059745,0.0008360766,0.00007343496,0.00014744289,0.0000034352029,0.0010137485,0.9568613,0.03286541,0.00041186245,0.00003268327,0.0076994193],"study_design_scores_gemma":[0.000275585,0.0003382191,0.02410442,0.00013992122,0.000056936107,0.0000010017255,0.0007296148,0.96554494,0.0081008775,0.00017249248,0.00034004857,0.00019596244],"about_ca_topic_score_codex":0.0002130921,"about_ca_topic_score_gemma":0.000022074244,"teacher_disagreement_score":0.024764532,"about_ca_system_score_codex":0.000019497204,"about_ca_system_score_gemma":0.00004521757,"threshold_uncertainty_score":0.4106315},"labels":[],"label_agreement":null},{"id":"W4402651433","doi":"10.1051/e3sconf/202456912003","title":"Water retention characterization of non-woven geotextiles: An application for wicking materials","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Centre of Excellence for Child and Youth Mental Health; McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Materials science; Characterization (materials science); Composite material; Nanotechnology","score_opus":0.012147988715172817,"score_gpt":0.22651392993060004,"score_spread":0.21436594121542724,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651433","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82391334,0.000020687785,0.17514506,0.000018169507,0.00026078333,0.00022399209,0.000040323503,0.00017285111,0.00020477749],"genre_scores_gemma":[0.99927723,0.000042704534,0.00009530414,0.0000013140598,0.00006474469,0.0000635044,0.0004176926,0.000017165208,0.000020339528],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993998,0.000008784553,0.00028281848,0.00011866681,0.00008899245,0.000100941346],"domain_scores_gemma":[0.9997452,0.000018605422,0.000029107745,0.00011446017,0.00007219825,0.000020432557],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018662799,0.00008513859,0.00015449444,0.00008864666,0.000015021593,0.000030209196,0.000081722465,0.00008495757,0.000042020627],"category_scores_gemma":[0.000009541316,0.00007046048,0.00003320637,0.00007777713,0.00002169305,0.00017110666,0.00000801771,0.00003329342,0.0000032187845],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000042908027,0.000007819373,0.000017277898,0.00057372026,0.000012994063,4.855271e-8,0.00016619747,0.014961575,0.9721079,0.0025661825,0.000002069295,0.009579916],"study_design_scores_gemma":[0.00007015156,0.000052330728,0.0014548406,0.00013280455,0.000017754588,3.3521303e-7,0.000023952949,0.5340195,0.46207526,0.00044076736,0.0016264205,0.00008588952],"about_ca_topic_score_codex":0.000016904525,"about_ca_topic_score_gemma":0.00000303574,"teacher_disagreement_score":0.5190579,"about_ca_system_score_codex":0.00001053793,"about_ca_system_score_gemma":0.000031523017,"threshold_uncertainty_score":0.28732952},"labels":[],"label_agreement":null},{"id":"W4402651439","doi":"10.1051/e3sconf/202456902006","title":"Use of high-performance reinforcement geosynthetics to stabilize access roads","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Texel (Canada)","funders":"","keywords":"Subgrade; Geosynthetics; Runway; Geotechnical engineering; Settlement (finance); Foundation (evidence); Reinforcement; Levee; Civil engineering; Engineering; Environmental science; Computer science; Structural engineering; Geography","score_opus":0.029766249504867396,"score_gpt":0.2420951652977551,"score_spread":0.2123289157928877,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651439","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9759269,0.00013818867,0.02101907,0.000059538084,0.00040717062,0.00013488841,0.00001413854,0.0002572082,0.0020429327],"genre_scores_gemma":[0.999342,0.0002667212,0.0002474261,0.000004496299,0.00001926955,0.000014501138,0.000006728779,0.000014065243,0.00008479488],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992283,0.000006914733,0.00031071532,0.00011279717,0.00019819065,0.00014310222],"domain_scores_gemma":[0.99957097,0.00009055347,0.000019726245,0.0001938062,0.00007415334,0.000050797713],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010740736,0.00011253992,0.00019127579,0.0001293973,0.00001143076,0.000051744082,0.00018610849,0.00006248433,0.0001380906],"category_scores_gemma":[0.000059111182,0.00009919055,0.000033076114,0.00028389736,0.00003552057,0.00019037786,0.00004423856,0.00008454545,0.0000073780334],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000042384863,0.0000068299314,0.00018270873,0.0003759076,0.000021626007,3.114256e-7,0.000084156774,0.97922146,0.0029766827,0.0071339603,0.0001157114,0.009876404],"study_design_scores_gemma":[0.000062391504,0.0001166008,0.0026027865,0.00034867378,0.000018683162,5.232249e-7,0.000019304784,0.9204136,0.058242183,0.0001226589,0.017885415,0.00016715747],"about_ca_topic_score_codex":0.00009445362,"about_ca_topic_score_gemma":0.000016591983,"teacher_disagreement_score":0.058807842,"about_ca_system_score_codex":0.000019773242,"about_ca_system_score_gemma":0.000095128446,"threshold_uncertainty_score":0.4044873},"labels":[],"label_agreement":null},{"id":"W4402651450","doi":"10.1051/e3sconf/202456902003","title":"Monitoring the performances of a geosynthetic-reinforced pavement during construction","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; University of Waterloo","funders":"","keywords":"Geotechnical engineering; Geosynthetics; Asphalt pavement; Civil engineering; Forensic engineering; Environmental science; Engineering; Materials science; Asphalt; Composite material","score_opus":0.00831714993759153,"score_gpt":0.2009958427706049,"score_spread":0.19267869283301337,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651450","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99323183,0.0008394651,0.0018406294,0.00003629869,0.0005812863,0.00007333657,0.0000030737635,0.00019051618,0.0032035445],"genre_scores_gemma":[0.9993126,0.0005218308,0.00007089787,3.602476e-7,0.000047025558,0.000010791286,8.533249e-7,0.0000068454297,0.000028823513],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994626,0.000006310428,0.00022076853,0.00006637574,0.00014500991,0.0000989092],"domain_scores_gemma":[0.9997701,0.00005274881,0.000022080127,0.00010296154,0.000034496723,0.00001762192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010285833,0.00007884098,0.0001153391,0.00006699197,0.000027683958,0.000022684695,0.0000986459,0.000039738858,0.00004228198],"category_scores_gemma":[0.000015506235,0.000055542776,0.000041937696,0.00014495284,0.00007059384,0.00007566788,0.000013946904,0.00008828638,0.0000022829302],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000037022976,0.0000046257132,0.0012240647,0.0010697765,0.00008912678,6.876317e-7,0.0006105962,0.90618324,0.049962897,0.017333094,0.000008327507,0.023509862],"study_design_scores_gemma":[0.000101197926,0.000041098312,0.0046158996,0.00059668155,0.000025672518,0.000003884747,0.00080079475,0.736242,0.25571072,0.00012888113,0.0016105709,0.0001225941],"about_ca_topic_score_codex":0.000012735439,"about_ca_topic_score_gemma":0.0000013866996,"teacher_disagreement_score":0.20574781,"about_ca_system_score_codex":0.000012070505,"about_ca_system_score_gemma":0.000048569724,"threshold_uncertainty_score":0.22649686},"labels":[],"label_agreement":null},{"id":"W4402747141","doi":"10.1080/17486025.2024.2404114","title":"Triaxial drained behaviour of disposable face mask fibre reinforced sand","year":2024,"lang":"en","type":"article","venue":"Geomechanics and Geoengineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Geotechnical engineering; Face (sociological concept); Geology; Materials science","score_opus":0.004609482195835999,"score_gpt":0.1831342333109027,"score_spread":0.1785247511150667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402747141","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32814106,0.002844949,0.666048,0.000051198687,0.0009539491,0.00026101878,0.00005599005,0.0013912852,0.00025255326],"genre_scores_gemma":[0.99897295,0.00033534068,0.0003526306,0.000002718661,0.000068018,0.00001840884,0.000029143162,0.000058250833,0.00016254176],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990311,0.000004108833,0.00030806233,0.00020005894,0.00015067558,0.00030595387],"domain_scores_gemma":[0.99961615,0.000047583217,0.000014173623,0.00019361025,0.000022976623,0.00010549476],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017362887,0.0002157182,0.00025273615,0.00016577652,0.00003243234,0.00006299133,0.00009808409,0.0001527197,0.000025911426],"category_scores_gemma":[0.000033401873,0.00021896895,0.00007981777,0.00034532152,0.000009122988,0.00014033113,0.00004530445,0.00021424146,0.0000057405455],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000049057144,0.0000028421996,0.0000011729819,0.0005097869,0.000032748354,0.000007642212,0.00017731816,0.97774374,0.011696551,0.005957538,0.00004462809,0.0038211143],"study_design_scores_gemma":[0.0002150601,0.00006641433,0.000027464159,0.00015130188,0.00003054545,0.000016437823,0.000042138,0.9944088,0.0029358622,0.00022159249,0.0016436348,0.0002407839],"about_ca_topic_score_codex":0.00001197114,"about_ca_topic_score_gemma":0.0000010910691,"teacher_disagreement_score":0.67083186,"about_ca_system_score_codex":0.000033825967,"about_ca_system_score_gemma":0.000011526959,"threshold_uncertainty_score":0.8929295},"labels":[],"label_agreement":null},{"id":"W4402826891","doi":"10.1007/978-3-031-61531-3_10","title":"Design and Construction Challenges of an Integral Abutment Bridge in a Soft Soil Condition","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Hôpital Notre-Dame","funders":"","keywords":"Bridge (graph theory); Abutment; Geotechnical engineering; Geology; Engineering; Structural engineering; Medicine; Anatomy","score_opus":0.01189490992122727,"score_gpt":0.20381532987743298,"score_spread":0.1919204199562057,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402826891","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0065737125,0.020875195,0.9678771,0.00006897618,0.00078594947,0.00059164537,0.00002794255,0.0008979152,0.0023015542],"genre_scores_gemma":[0.99485165,0.0016706391,0.003140418,0.0000028365373,0.00008606801,0.00002941936,0.00004712362,0.00014194776,0.000029874165],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988498,0.000007828641,0.0003930352,0.00033937546,0.00016324042,0.00024670694],"domain_scores_gemma":[0.999504,0.00016199799,0.00003601383,0.00021400666,0.000024535577,0.00005940847],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00019646973,0.00039910234,0.00046589362,0.00045051932,0.000010353167,0.000022997418,0.00009334728,0.0005546032,0.000021873238],"category_scores_gemma":[0.000050606155,0.0004507877,0.000058786634,0.000085248634,0.00004352646,0.00008662781,0.000027752381,0.0007714944,0.0000034370669],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005190473,0.0000068245236,0.0000011219462,0.00093437935,0.000031834243,0.000023239745,0.00046616668,0.9733697,0.00064875174,0.0046760626,0.0000012403348,0.019835474],"study_design_scores_gemma":[0.00025793258,0.00008540465,0.000117944466,0.0016237849,0.00003391682,0.000051328814,0.0000049609685,0.97439504,0.0006490652,0.022103962,0.00022158734,0.000455069],"about_ca_topic_score_codex":0.00002537109,"about_ca_topic_score_gemma":0.00047147027,"teacher_disagreement_score":0.988278,"about_ca_system_score_codex":0.00018241568,"about_ca_system_score_gemma":0.000016476775,"threshold_uncertainty_score":0.99979436},"labels":[],"label_agreement":null},{"id":"W4402860722","doi":"10.1061/jggefk.gteng-12330","title":"Discussion of “A Critical Assessment of the Effect of Initial Fabric on Key Small-Strain Design Parameters of Slurry-Deposited Silts and Sands”","year":2024,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Mount Allison University","funders":"","keywords":"Geotechnical engineering; Slurry; Key (lock); Geology; Engineering; Materials science; Composite material; Computer science","score_opus":0.006574904050739277,"score_gpt":0.23293593656536277,"score_spread":0.2263610325146235,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402860722","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9553057,0.00062741735,0.043663528,0.000047005426,0.00014206766,0.00015405506,0.000023667832,0.000026861777,0.000009691978],"genre_scores_gemma":[0.9988424,0.00012174397,0.0009873935,0.000001615646,0.000016490178,0.0000037365846,0.0000013890954,0.000023573637,0.0000016293745],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987387,0.000048766637,0.0006493221,0.00011899041,0.0002924927,0.0001517154],"domain_scores_gemma":[0.9992,0.00048144546,0.0000880672,0.0001349551,0.000011381108,0.00008417864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042997827,0.00018470884,0.00043808448,0.00013991675,0.000017879129,0.000008465933,0.00012091496,0.00014637908,0.000004411262],"category_scores_gemma":[0.00011893227,0.00011235385,0.00015345712,0.00017504941,0.00015714561,0.00006985525,0.00006518595,0.00039986835,6.8012476e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038116734,0.000048541435,0.00006636753,0.00096170034,0.000061182305,0.0000059561635,0.0000495736,0.8978615,0.09591678,0.000103075676,0.0000020286004,0.004885209],"study_design_scores_gemma":[0.00059730373,0.0018921397,0.022088548,0.0012925754,0.00018045353,0.00007697283,0.000025191312,0.88958764,0.0840026,0.00005900551,0.000021674019,0.00017591054],"about_ca_topic_score_codex":0.0000034752434,"about_ca_topic_score_gemma":1.1838263e-7,"teacher_disagreement_score":0.043536723,"about_ca_system_score_codex":0.00004279902,"about_ca_system_score_gemma":0.000007752014,"threshold_uncertainty_score":0.4581657},"labels":[],"label_agreement":null},{"id":"W4402934175","doi":"10.1007/s40891-024-00594-8","title":"Large-Scale Direct Shear Tests on Soft Clay Treated with Reinforced Lime Columns","year":2024,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Geotechnical engineering; Shear (geology); Direct shear test; Lime; Scale (ratio); Geology; Shear strength (soil); Materials science; Physics; Petrology; Soil water; Soil science","score_opus":0.004267655059478309,"score_gpt":0.19741672953985206,"score_spread":0.19314907448037374,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402934175","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86180824,0.0010238474,0.13392036,0.00020481873,0.001199841,0.00009611809,0.000034229328,0.00044851354,0.0012640128],"genre_scores_gemma":[0.998927,0.00023792243,0.00045391347,0.000011113345,0.00019753359,0.0000033205647,0.0000064361134,0.00004826871,0.000114510985],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910957,0.0000051218008,0.0002856377,0.000111825066,0.0003007819,0.00018704782],"domain_scores_gemma":[0.99954176,0.0001337313,0.000027323791,0.00008760098,0.00010761495,0.000101960424],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017088346,0.00016909509,0.00019082849,0.00024281877,0.000024588611,0.00016769595,0.00013454823,0.000083303734,0.000016259335],"category_scores_gemma":[0.000047895195,0.00014204186,0.00006893368,0.00014670321,0.000016104028,0.00015303785,0.000017646691,0.00027924334,0.000005157484],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018595554,0.000013933506,0.000027564063,0.00006022408,0.0001586848,0.0000711316,0.00017830201,0.9936244,0.0025164138,0.00076864334,0.00005950676,0.0025026072],"study_design_scores_gemma":[0.00028951542,0.00019157094,0.0009274218,0.0006117403,0.000038943723,0.0002170371,0.000028730348,0.97811824,0.0014071862,0.000029228971,0.017931754,0.00020861381],"about_ca_topic_score_codex":0.000005431439,"about_ca_topic_score_gemma":0.0000029498383,"teacher_disagreement_score":0.13711871,"about_ca_system_score_codex":0.000098033,"about_ca_system_score_gemma":0.000013569134,"threshold_uncertainty_score":0.5792299},"labels":[],"label_agreement":null},{"id":"W4403452695","doi":"10.1680/jgein.24.00046","title":"Environmental impacts of mechanically stabilised earth walls","year":2024,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; University of Windsor","funders":"","keywords":"Geosynthetics; Mechanically stabilized earth; Geotechnical engineering; Earth (classical element); Environmental science; Geology; Engineering; Retaining wall; Forensic engineering; Civil engineering","score_opus":0.004076379891400429,"score_gpt":0.18994744493174842,"score_spread":0.185871065040348,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403452695","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9158997,0.00062063255,0.074281216,0.00020231136,0.0021029604,0.00014741883,0.00024423416,0.0007558888,0.0057456694],"genre_scores_gemma":[0.9990645,0.00017116264,0.0005705882,0.000004955794,0.0000536613,0.0000054182533,0.000027257549,0.00002569676,0.00007678173],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993115,0.000006362862,0.00021102425,0.000114674716,0.00023324661,0.00012320626],"domain_scores_gemma":[0.9997511,0.000050684303,0.000010852729,0.00012460492,0.000013457992,0.000049322643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011086636,0.00009538617,0.0000885924,0.00008288678,0.00000971996,0.000026872303,0.00014198376,0.00006869408,0.0004925939],"category_scores_gemma":[0.000044891345,0.000093818424,0.000068772286,0.00006157979,0.000025516036,0.00006610568,0.000031447278,0.00012235872,0.000055412453],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014352376,0.00012610047,0.00007817398,0.00023922956,0.00019413368,0.000016088772,0.00052764214,0.5613035,0.3624414,0.032956418,0.00030855933,0.04179442],"study_design_scores_gemma":[0.00013212657,0.000038818936,0.00071428565,0.000093840456,0.00001641474,0.000011896401,0.000032147753,0.9412385,0.03587501,0.0016884209,0.019979099,0.0001794151],"about_ca_topic_score_codex":0.0000029660882,"about_ca_topic_score_gemma":0.0000031724137,"teacher_disagreement_score":0.37993506,"about_ca_system_score_codex":0.000051873012,"about_ca_system_score_gemma":0.000009455778,"threshold_uncertainty_score":0.5393558},"labels":[],"label_agreement":null},{"id":"W4403488841","doi":"10.3233/atde240563","title":"Numerical Study of the Geogrid Reinforced Soil Wall Incorporating Strain-Softening Constitutive Soil Model","year":2024,"lang":"en","type":"book-chapter","venue":"Advances in transdisciplinary engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Geogrid; Constitutive equation; Softening; Geotechnical engineering; Materials science; Finite element method; Structural engineering; Geology; Composite material; Engineering; Reinforcement","score_opus":0.007845844636554208,"score_gpt":0.21438341193165794,"score_spread":0.20653756729510372,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403488841","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10475812,0.034899298,0.5084385,0.00023469736,0.008612874,0.0073461956,0.0007296439,0.008044497,0.32693616],"genre_scores_gemma":[0.9967305,0.0002926706,0.00043372533,0.0000041923763,0.00008616337,0.000088035886,0.0000315096,0.0002124068,0.0021207682],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9975175,0.000008167873,0.0010334849,0.00051816844,0.000480179,0.00044247461],"domain_scores_gemma":[0.99906963,0.00013602202,0.000109517714,0.0005264957,0.000057220695,0.0001011344],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00021457112,0.0007010992,0.00076728466,0.00031889582,0.000080393016,0.000032222837,0.0004938813,0.00037809808,0.000008239623],"category_scores_gemma":[0.00002633235,0.00063353707,0.00024562518,0.00030974747,0.000109859124,0.00031240887,0.00011647348,0.0014812542,0.0000046957425],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012028797,0.000019712365,0.000003972591,0.0009898458,0.00007614838,0.000031878168,0.002075819,0.98094475,0.00032921782,0.01495804,0.0000019759661,0.00055661745],"study_design_scores_gemma":[0.00038991158,0.00012664207,0.000013121466,0.0015002879,0.00009772098,0.0000123679565,0.00017725978,0.9934795,0.0001064158,0.0032282774,0.00022036661,0.0006481379],"about_ca_topic_score_codex":0.0000062044196,"about_ca_topic_score_gemma":0.000039173116,"teacher_disagreement_score":0.8919724,"about_ca_system_score_codex":0.0002350347,"about_ca_system_score_gemma":0.00005973895,"threshold_uncertainty_score":0.9996116},"labels":[],"label_agreement":null},{"id":"W4403596967","doi":"10.1007/978-981-97-8241-3_36","title":"A Perspective on Stabilizing Landslides and Slopes in Challenging Terrain Using Rigid Structural Elements","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Landslide; Terrain; Geology; Perspective (graphical); Geotechnical engineering; Geomorphology; Geometry; Geography; Cartography; Mathematics","score_opus":0.010626936274475503,"score_gpt":0.22932603307780638,"score_spread":0.21869909680333088,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403596967","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2947523,0.12076485,0.40814754,0.00088284485,0.009210753,0.0065488587,0.0004870054,0.011267856,0.147938],"genre_scores_gemma":[0.99788374,0.00036452466,0.0011049331,0.0000117619875,0.00020578288,0.000022263222,0.000019716672,0.00027028355,0.00011700874],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980349,0.000007898937,0.00054096006,0.00059813744,0.0002729825,0.0005451468],"domain_scores_gemma":[0.99931186,0.0002407477,0.000041102583,0.00028361173,0.000029844468,0.00009282325],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020539448,0.00071214227,0.0006230928,0.0009422843,0.000037320853,0.00008742774,0.00015890643,0.0005290429,0.000034473942],"category_scores_gemma":[0.00016412395,0.00074395904,0.00010363863,0.00020668813,0.00002963735,0.00010705374,0.00008236203,0.0014805822,0.000003966969],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000055876812,0.0000033983563,0.000031549273,0.0006298409,0.000056321664,0.000054617405,0.0010378803,0.9892491,0.0005057201,0.006699189,8.3575173e-7,0.0017259511],"study_design_scores_gemma":[0.00033379954,0.00004707132,0.00008521163,0.0027884117,0.000034982888,0.000023188106,0.000034211233,0.98529357,0.00013742696,0.009534828,0.00083903794,0.0008482452],"about_ca_topic_score_codex":0.00006981357,"about_ca_topic_score_gemma":0.00090934767,"teacher_disagreement_score":0.70313144,"about_ca_system_score_codex":0.00112649,"about_ca_system_score_gemma":0.000018731043,"threshold_uncertainty_score":0.99950117},"labels":[],"label_agreement":null},{"id":"W4403738516","doi":"10.1007/978-981-97-8225-3_21","title":"Enhanced Cyclic Resistance of Low Plasticity Soil Using Biopolymer","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Biopolymer; Resistance (ecology); Plasticity; Materials science; Composite material; Agronomy; Biology; Polymer","score_opus":0.006754148509726172,"score_gpt":0.19309839082927666,"score_spread":0.1863442423195505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403738516","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0034257404,0.008922355,0.9625335,0.00001446018,0.001407955,0.00030964086,0.00008128999,0.0012691278,0.022035966],"genre_scores_gemma":[0.9971991,0.00039027559,0.00075726584,0.0000053328013,0.00023513833,0.000014589808,0.000022865375,0.0003124622,0.001062949],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99813616,0.0000038235257,0.0006603289,0.00043857322,0.00031370355,0.0004473874],"domain_scores_gemma":[0.99916303,0.00026705104,0.00006583895,0.00036583794,0.00004574108,0.00009250189],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00009185011,0.00063518947,0.00071491906,0.00053562183,0.000020250942,0.000029721534,0.00023344991,0.00078068074,0.000074654534],"category_scores_gemma":[0.0001648339,0.0007045654,0.00020082503,0.0002767581,0.00004922289,0.00006434884,0.00006218209,0.0010893423,0.000013695863],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000051421275,0.0000055233622,3.914996e-7,0.0024906693,0.000068205576,0.000014700746,0.00008741274,0.9565725,0.037651565,0.0027496652,0.000005953687,0.0003482837],"study_design_scores_gemma":[0.00020950039,0.000019931882,0.000008446533,0.004969848,0.00008652509,0.0000064882615,8.3674115e-7,0.93557435,0.053693306,0.003385524,0.0011027971,0.0009424657],"about_ca_topic_score_codex":0.000012031174,"about_ca_topic_score_gemma":0.00029834817,"teacher_disagreement_score":0.9937734,"about_ca_system_score_codex":0.0003148255,"about_ca_system_score_gemma":0.00003151912,"threshold_uncertainty_score":0.99954057},"labels":[],"label_agreement":null},{"id":"W4403790563","doi":"10.1007/s41062-024-01743-8","title":"Behaviour of circular footings resting on a reinforced granular bed underlain by a single floating stone column","year":2024,"lang":"en","type":"article","venue":"Innovative Infrastructure Solutions","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Column (typography); Geotechnical engineering; Biogeosciences; Geology; Engineering; Structural engineering; Earth science; Connection (principal bundle)","score_opus":0.011184629206848956,"score_gpt":0.22207235505657968,"score_spread":0.21088772584973073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403790563","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6440365,0.00029301678,0.35238588,0.00010917927,0.0004217105,0.0003254864,0.00012737686,0.0011984406,0.0011024235],"genre_scores_gemma":[0.9976973,0.000003869641,0.0019720045,0.00002340408,0.000057425295,0.000023125504,0.00012484725,0.000064133485,0.000033900284],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998499,0.000029495592,0.0005439056,0.00026354956,0.00028419256,0.00037986974],"domain_scores_gemma":[0.99924654,0.00014448512,0.00006785276,0.00024246179,0.00023820563,0.000060433395],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026311603,0.00025055162,0.00026221527,0.00028605128,0.00015361635,0.000060353646,0.00014626245,0.00021098701,0.000026068516],"category_scores_gemma":[0.000473333,0.00027117072,0.00007424665,0.002108479,0.00011136692,0.00014558925,0.00004230487,0.00059124525,0.0000038520698],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000034117973,0.000012476692,0.00009129175,0.00021341987,0.000053071984,0.0000049324644,0.00076584285,0.68934155,0.29397243,0.012248079,0.0013323798,0.0019611192],"study_design_scores_gemma":[0.00062429975,0.00033156425,0.0028380794,0.0011235838,0.00007518241,0.000030823743,0.00068274344,0.94563454,0.042072196,0.0031544277,0.0026012838,0.0008312612],"about_ca_topic_score_codex":0.00005426725,"about_ca_topic_score_gemma":0.0000043348978,"teacher_disagreement_score":0.35366082,"about_ca_system_score_codex":0.00028240934,"about_ca_system_score_gemma":0.000049493457,"threshold_uncertainty_score":0.9999741},"labels":[],"label_agreement":null},{"id":"W4403794310","doi":"10.1680/jgein.23.00188","title":"3-Dimensional numerical analysis of geosynthetic double-encased annulus stone columns","year":2024,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Geosynthetics; Geotechnical engineering; Annulus (botany); Geology; Materials science; Composite material","score_opus":0.008814933439504962,"score_gpt":0.23667143131623397,"score_spread":0.22785649787672901,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403794310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7915331,0.0008166317,0.19215907,0.00050444336,0.003433421,0.000237186,0.00051712187,0.0014781414,0.009320887],"genre_scores_gemma":[0.99894094,0.000035440793,0.0005245782,0.000011681279,0.0000637312,0.000017864639,0.00014048183,0.000034693614,0.00023058597],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986735,0.000013489749,0.00039739374,0.00024261567,0.0004601385,0.00021288755],"domain_scores_gemma":[0.99940217,0.00013163249,0.000026799085,0.00023390511,0.000120725635,0.000084750245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019402904,0.00016943393,0.0002632615,0.0005348213,0.00002947704,0.000053495776,0.0002304915,0.00011983362,0.0008280138],"category_scores_gemma":[0.00005253932,0.00017426397,0.00023856199,0.0008353932,0.00006217143,0.000081804756,0.00004859655,0.00020877374,0.000052592117],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012561509,0.000049837527,0.000050983792,0.000037041013,0.0006141564,0.000011668885,0.0000955327,0.9874619,0.001481948,0.0063126497,0.00022319911,0.003648522],"study_design_scores_gemma":[0.00014843384,0.000022690429,0.0010890808,0.000049087812,0.0002996505,0.000011297548,0.000013691927,0.9903922,0.001035329,0.0002285139,0.0065317308,0.00017829638],"about_ca_topic_score_codex":0.00004263009,"about_ca_topic_score_gemma":0.000015230663,"teacher_disagreement_score":0.20740785,"about_ca_system_score_codex":0.00011012162,"about_ca_system_score_gemma":0.000026303018,"threshold_uncertainty_score":0.90661705},"labels":[],"label_agreement":null},{"id":"W4403868562","doi":"10.5552/crojfe.2025.2409","title":"A Procedure to Characterize Wood Pile Inventories at Roadside","year":2024,"lang":"en","type":"article","venue":"Croatian journal of forest engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pile; Environmental science; Forensic engineering; Transport engineering; Engineering; Geotechnical engineering","score_opus":0.00734003106148297,"score_gpt":0.18965041044192893,"score_spread":0.18231037938044595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403868562","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93137866,0.002110079,0.06373941,0.00017522724,0.0016677307,0.00013995674,0.000007944002,0.00061221566,0.0001687939],"genre_scores_gemma":[0.9981944,0.00005377498,0.0011254422,0.00001362883,0.00040812424,0.00001459752,0.0000057557418,0.00008409816,0.00010015889],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886435,0.0000052775817,0.0004610346,0.00013021406,0.00023136058,0.00030775557],"domain_scores_gemma":[0.9994463,0.000047964,0.000030549952,0.00015034259,0.00006876585,0.00025607506],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019570501,0.00022064951,0.00026498808,0.00031808353,0.000032834632,0.00011807681,0.00019452404,0.00010116167,0.000030785257],"category_scores_gemma":[0.00018407115,0.0002081168,0.0001284578,0.00046984656,0.000012121591,0.0002640549,0.00003435216,0.0003278478,0.00003098477],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006080252,0.0000069420703,0.00015548928,0.0003851244,0.000057330228,0.000052833966,0.000641478,0.97903675,0.017233342,0.00036829693,0.0010382128,0.0010181257],"study_design_scores_gemma":[0.0003738698,0.00026579585,0.014419054,0.0018087398,0.00007679006,0.0005719217,0.000056532677,0.8727414,0.008553289,0.00015805087,0.10027368,0.000700899],"about_ca_topic_score_codex":0.0000011915383,"about_ca_topic_score_gemma":0.00000703361,"teacher_disagreement_score":0.10629537,"about_ca_system_score_codex":0.00022687373,"about_ca_system_score_gemma":0.00003333255,"threshold_uncertainty_score":0.84867567},"labels":[],"label_agreement":null},{"id":"W4404086472","doi":"10.1007/s11709-024-1133-8","title":"Experimental investigation on the lateral bearing behavior of lattice-shaped diaphragm wall with double-layer configuration","year":2024,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Materials science; Diaphragm (acoustics); Structural engineering; Lattice (music); Composite material; Bearing (navigation); Layer (electronics); Engineering; Computer science; Physics; Acoustics; Electrical engineering","score_opus":0.012243703220701977,"score_gpt":0.19345527212569685,"score_spread":0.18121156890499487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404086472","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9934343,0.0010993638,0.004672384,0.00003880014,0.00029070541,0.00017433925,0.000005769551,0.00020543062,0.00007889721],"genre_scores_gemma":[0.99949765,0.0000140593465,0.000368607,0.0000036299077,0.000030934334,0.000028241659,0.00001349159,0.000028346813,0.000015050135],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99937487,0.0000046988594,0.00020043908,0.00013029744,0.00015010974,0.00013958191],"domain_scores_gemma":[0.99978125,0.000026460253,0.000021046038,0.00010319291,0.00002172997,0.000046299334],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000055133656,0.00016044868,0.00016048228,0.00009055,0.00002905393,0.00003524724,0.000069324735,0.00006882841,0.000010881078],"category_scores_gemma":[0.000005503708,0.00011280148,0.000036599627,0.0001527946,0.00004253461,0.00015478022,0.00001163716,0.00015838612,3.842925e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028609646,0.000005357899,0.00070958416,0.0003264387,0.000092400966,0.0000033436781,0.001195882,0.8136248,0.17824045,0.0050429995,0.00005931128,0.00067081425],"study_design_scores_gemma":[0.000247521,0.00007729317,0.008634989,0.0001617562,0.00003914125,0.0000063988473,0.0000760645,0.88800615,0.10244856,0.00004345315,0.00007693892,0.00018172387],"about_ca_topic_score_codex":0.000021100368,"about_ca_topic_score_gemma":0.0000034597672,"teacher_disagreement_score":0.07579188,"about_ca_system_score_codex":0.000032584987,"about_ca_system_score_gemma":0.000006041909,"threshold_uncertainty_score":0.45999107},"labels":[],"label_agreement":null},{"id":"W4404352652","doi":"10.1139/cgj-2023-0493","title":"Generalized effective stress of dual-porosity geomaterials considering thermochemical effects","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Porosity; Effective stress; Stress (linguistics); Dual (grammatical number); Materials science; Geology; Forensic engineering; Engineering","score_opus":0.004973731467481138,"score_gpt":0.1976524894590256,"score_spread":0.19267875799154446,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404352652","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9762239,0.002307435,0.018899582,0.0001335859,0.0012240842,0.00032008722,0.00004706779,0.0006426985,0.00020156565],"genre_scores_gemma":[0.99923956,0.0001186874,0.00029014243,0.000025002795,0.00022682373,0.000023866904,0.000010641165,0.00005555463,0.000009687541],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986773,0.00005709052,0.00041669095,0.00019046274,0.00019932381,0.00045909447],"domain_scores_gemma":[0.99897873,0.00021145678,0.000028613367,0.00020538447,0.00006179389,0.0005140366],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035653167,0.0002232043,0.00036190936,0.00024328937,0.000079076955,0.000112007074,0.00016320718,0.00031139277,0.000095711046],"category_scores_gemma":[0.00024288833,0.00020902016,0.00015677347,0.0002765509,0.00008892902,0.00010920257,0.00002679176,0.00056939,0.000014335668],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010054141,0.000018318424,0.000037782283,0.00077773543,0.00018390124,0.00054259365,0.00011797703,0.6648232,0.3181517,0.0017246216,0.0014202055,0.012191928],"study_design_scores_gemma":[0.0011169619,0.00024504628,0.0044083823,0.002317229,0.00024199003,0.0015753667,0.00003166152,0.53105557,0.44293085,0.005066724,0.009760595,0.0012496477],"about_ca_topic_score_codex":0.00095177005,"about_ca_topic_score_gemma":0.00023428963,"teacher_disagreement_score":0.13376763,"about_ca_system_score_codex":0.00034205487,"about_ca_system_score_gemma":0.00012479885,"threshold_uncertainty_score":0.8523595},"labels":[],"label_agreement":null},{"id":"W4404372241","doi":"10.1007/s10706-024-02957-4","title":"Impact of Aircraft Load on Additional Stress Depth in Soil Foundations Beneath Cement-concrete Pavements","year":2024,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Transport Canada","funders":"Major Science and Technology Projects in Yunnan Province; Beijing Postdoctoral Science Foundation","keywords":"Geotechnical engineering; Cement; Soil cement; Hydrogeology; Stress (linguistics); Geology; Engineering; Forensic engineering; Structural engineering; Civil engineering; Materials science; Composite material","score_opus":0.011227304323599713,"score_gpt":0.23204312984662104,"score_spread":0.22081582552302131,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404372241","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9654815,0.0006140546,0.031088568,0.000074051844,0.00018986194,0.00027475908,0.00039804343,0.0012093729,0.00066977495],"genre_scores_gemma":[0.9991592,0.00015151275,0.0003134929,0.000007817824,0.00005491098,0.000082951934,0.00017787426,0.000027296954,0.000024901921],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986737,0.0000112804,0.00039175016,0.0002997779,0.0002532936,0.00037020392],"domain_scores_gemma":[0.999384,0.0002691636,0.00001552908,0.00017296252,0.00003250734,0.00012587059],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013235895,0.0002580644,0.00028540342,0.00018360994,0.000027362543,0.000035103454,0.00012721591,0.0002412199,0.00039798193],"category_scores_gemma":[0.00018447956,0.00021678243,0.00013047259,0.0004070515,0.00005303652,0.000103231214,0.00006280807,0.00045576217,0.000015185142],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007213543,0.000020912501,0.000112395755,0.00012320213,0.000040631665,0.000014400494,0.000015212902,0.9935021,0.0008639878,0.0019044008,0.00010703323,0.0032885326],"study_design_scores_gemma":[0.00027137806,0.00024789805,0.025756378,0.00031290803,0.000014042824,0.00000810726,0.0000038623893,0.971291,0.00015871688,0.00038463614,0.0012759825,0.0002750873],"about_ca_topic_score_codex":0.000042002892,"about_ca_topic_score_gemma":0.0000097752545,"teacher_disagreement_score":0.033677727,"about_ca_system_score_codex":0.00016966583,"about_ca_system_score_gemma":0.000027132048,"threshold_uncertainty_score":0.88401306},"labels":[],"label_agreement":null},{"id":"W4404387604","doi":"10.1061/9780784485842.031","title":"Soil Mixing for Geo-Structural Applications","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kensington Health","funders":"","keywords":"Mixing (physics); Computer science; Environmental science; Geology; Physics","score_opus":0.006035508135151832,"score_gpt":0.21476533209850523,"score_spread":0.2087298239633534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404387604","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00741794,0.00055957993,0.98572415,0.00007427172,0.00023866702,0.00017500599,0.000008171904,0.002246407,0.0035557973],"genre_scores_gemma":[0.9968391,0.000012274993,0.0024297896,0.0000080937,0.000108772634,0.0001785301,0.000021281767,0.000024022444,0.00037815492],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99967945,9.2297e-7,0.00008490957,0.00008567054,0.00003800574,0.000111066955],"domain_scores_gemma":[0.999831,0.0000419986,0.0000016727402,0.0000841777,0.000011928151,0.000029215651],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000035093613,0.000060828002,0.000049328522,0.000036675694,0.000027702774,0.000038668175,0.00004629066,0.000045044777,0.000025943573],"category_scores_gemma":[0.000007713404,0.00005511187,0.00003830872,0.000121344194,0.000006149302,0.000048030874,0.0000054853413,0.000056210447,0.000023926783],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[3.3600125e-7,9.185716e-7,0.000001989199,0.00022875244,0.000011298574,1.6491359e-7,0.00002514558,0.93846357,0.002271961,0.030660242,0.0007665904,0.027569007],"study_design_scores_gemma":[0.000028281578,0.0000046157265,0.00003396399,0.000008949472,0.0000058057435,0.0000018593396,0.0000062701733,0.9364786,0.00083171757,0.0024747318,0.06004811,0.00007710251],"about_ca_topic_score_codex":0.000003161535,"about_ca_topic_score_gemma":0.0000035255814,"teacher_disagreement_score":0.9894211,"about_ca_system_score_codex":0.000024683322,"about_ca_system_score_gemma":0.0000041464323,"threshold_uncertainty_score":0.22473969},"labels":[],"label_agreement":null},{"id":"W4404557920","doi":"10.1139/cgj-2024-0361","title":"Field investigation on the performance of low-carbon MgO-carbonated composite piles for ground treatments","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Carbonation; Geotechnical engineering; Compressive strength; Subgrade; Pore water pressure; Pile; Bearing capacity; Composite number; Materials science; Composite material; Environmental science; Geology","score_opus":0.01216768753661998,"score_gpt":0.19282793673264237,"score_spread":0.1806602491960224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404557920","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958211,0.00033578492,0.001826028,0.00095908175,0.00039290774,0.00022209257,0.000015599648,0.00017411093,0.0002532707],"genre_scores_gemma":[0.9995435,0.00010782721,0.000058883223,0.000096305535,0.00009726411,0.000025874604,0.000010748453,0.000028537113,0.00003104803],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99921906,0.000016189235,0.0002643768,0.00010979534,0.00013961,0.00025097208],"domain_scores_gemma":[0.9993785,0.00020403888,0.000021760676,0.00014739578,0.00004595871,0.00020231568],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021081204,0.00013400863,0.00013363405,0.0001715043,0.0000878032,0.00006148894,0.0001607364,0.00015765443,0.000014232319],"category_scores_gemma":[0.000075243275,0.00010111635,0.000082947576,0.00025794862,0.00003974386,0.000058765152,0.000006506255,0.00040890582,0.000003032574],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020012256,0.000012930392,0.00009195976,0.00018906534,0.00012984748,0.0000137073985,0.00009066695,0.9773077,0.008213786,0.002012758,0.0009888385,0.010928756],"study_design_scores_gemma":[0.00012999323,0.00022855935,0.0011467595,0.00036459957,0.00003588094,0.000025396677,0.000007583241,0.9920536,0.0038584848,0.00057745475,0.0014434172,0.00012827113],"about_ca_topic_score_codex":0.0004664697,"about_ca_topic_score_gemma":0.00017517395,"teacher_disagreement_score":0.014745927,"about_ca_system_score_codex":0.00024799636,"about_ca_system_score_gemma":0.00008968791,"threshold_uncertainty_score":0.4123405},"labels":[],"label_agreement":null},{"id":"W4404579138","doi":"10.1016/j.geotexmem.2024.11.003","title":"Full-scale testing and monitoring of geosynthetics-stabilized flexible pavement in Alberta, Canada","year":2024,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ericsson (Canada); University of Victoria","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Geosynthetics; Geotechnical engineering; Environmental science; Scale (ratio); Geotextile; Engineering; Civil engineering; Forensic engineering; Geology; Geography; Cartography","score_opus":0.006929474436095805,"score_gpt":0.18803472809811186,"score_spread":0.18110525366201605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404579138","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9966349,0.002567133,0.00006201237,0.000075704265,0.00021740205,0.000101902784,0.000009578538,0.00011769971,0.00021366015],"genre_scores_gemma":[0.99940455,0.00038496355,0.00005493711,0.0000023601772,0.00003284487,0.000014722059,0.0000027473661,0.000022221788,0.000080654536],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992291,0.000007916199,0.00024753346,0.00017927549,0.00011421815,0.00022195878],"domain_scores_gemma":[0.999517,0.00027571502,0.000011779131,0.00010970332,0.000020187883,0.0000656075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011293887,0.00014182307,0.00019758669,0.0000851634,0.000029518034,0.000034767996,0.000049409835,0.00006191357,0.000011168331],"category_scores_gemma":[0.000050853054,0.00013626888,0.00001797855,0.00022714799,0.000029573239,0.000060909075,0.00003132496,0.00011464055,6.349169e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002920404,0.0000063820553,0.00051446893,0.0010121885,0.00001106402,0.000004367873,0.00024736044,0.9766786,0.0048049577,0.00008320052,0.0000061863952,0.01662832],"study_design_scores_gemma":[0.00021789085,0.00004415271,0.015663598,0.00051209115,0.00001877554,0.000015848076,0.0002992371,0.9789896,0.001092322,0.00028987898,0.0025939844,0.00026261373],"about_ca_topic_score_codex":0.109812565,"about_ca_topic_score_gemma":0.07520905,"teacher_disagreement_score":0.03460351,"about_ca_system_score_codex":0.000036656023,"about_ca_system_score_gemma":0.00003169352,"threshold_uncertainty_score":0.94166595},"labels":[],"label_agreement":null},{"id":"W4404623223","doi":"10.1016/j.soildyn.2024.109095","title":"Seismic fragility analysis of geosynthetic-encased stone column composite foundation","year":2024,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Mass Communication and Society Division; National Natural Science Foundation of China","keywords":"Foundation (evidence); Fragility; Column (typography); Geotechnical engineering; Composite number; Geology; Forensic engineering; Structural engineering; Engineering; Materials science; Composite material; Geography; Archaeology","score_opus":0.003775323128933978,"score_gpt":0.18706572399871238,"score_spread":0.1832904008697784,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404623223","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6983379,0.00036596117,0.30032712,0.000022702274,0.00022448013,0.00006543946,0.00003999352,0.00048817295,0.00012818306],"genre_scores_gemma":[0.99927145,0.00014775453,0.0003290903,0.0000032735577,0.000022763385,0.000010054206,0.00014784155,0.00003883747,0.000028953116],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99907213,0.000009683134,0.00031653332,0.0002189173,0.00015671115,0.00022604203],"domain_scores_gemma":[0.9995212,0.00010729755,0.00001686927,0.00020984512,0.000038103954,0.00010668831],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021163753,0.00018705796,0.00030988554,0.0003919446,0.00003688461,0.00007526385,0.00007176096,0.00011876397,0.00002244782],"category_scores_gemma":[0.000038264214,0.00021142635,0.00012306687,0.00095593283,0.000031296426,0.00011359437,0.000022776387,0.00021368246,0.000004194437],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000017052228,0.000008564467,0.00022205959,0.00030905972,0.0002817534,0.0000025512022,0.00009345648,0.98286116,0.0009853275,0.0010404846,0.0000021226167,0.014191776],"study_design_scores_gemma":[0.000073824755,0.00001750556,0.028310927,0.000069211135,0.000250789,0.0000035009368,0.000011553266,0.9707153,0.000121747165,0.00004429807,0.00017896686,0.000202386],"about_ca_topic_score_codex":0.000083174156,"about_ca_topic_score_gemma":0.00006402567,"teacher_disagreement_score":0.30093348,"about_ca_system_score_codex":0.00007345694,"about_ca_system_score_gemma":0.000012317813,"threshold_uncertainty_score":0.86217165},"labels":[],"label_agreement":null},{"id":"W4404624352","doi":"10.1007/s11440-024-02452-3","title":"Large strain consolidation model for very soft soils with prefabricated horizontal drains considering nonlinear compression and creep","year":2024,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Hong Kong Polytechnic University; Government of Jiangxi Province; Research Institute for Sustainable Urban Development, Hong Kong Polytechnic University; Polytechnique Montréal; Impact Fund","keywords":"Consolidation (business); Creep; Oedometer test; Geotechnical engineering; Nonlinear system; Viscoplasticity; Slurry; Parametric statistics; Finite element method; Solid mechanics; Constitutive equation; Materials science; Structural engineering; Engineering; Geology; Mathematics; Soil water; Composite material; Accounting; Physics","score_opus":0.01241578477001758,"score_gpt":0.22571437888944207,"score_spread":0.21329859411942448,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404624352","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14696316,0.00039458595,0.8491053,0.00018949236,0.00009415898,0.00051469926,0.0002403698,0.0023191364,0.00017912936],"genre_scores_gemma":[0.9945559,0.000082290404,0.004926245,0.00001832915,0.00004892123,0.000097598604,0.00015835527,0.00008022032,0.000032120388],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99891216,0.000010035052,0.00025723054,0.00031898025,0.0001510843,0.00035049388],"domain_scores_gemma":[0.9994177,0.00016019681,0.000023491471,0.00024460402,0.000051421273,0.00010258083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018206706,0.0002330992,0.00023038032,0.00011985126,0.00009963642,0.000104762075,0.00010706851,0.00021601403,0.0000056668864],"category_scores_gemma":[0.000079760066,0.0002142073,0.00005192567,0.00019859972,0.000052599087,0.00023181271,0.000050880422,0.0002940665,0.0000026022224],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020354435,0.000033022556,0.000003216244,0.00041871087,0.000057475507,0.00000546556,0.00023090203,0.94402915,0.049673695,0.0013948632,0.0003328816,0.0038002757],"study_design_scores_gemma":[0.00038506862,0.000078815785,0.00005508198,0.0002031105,0.000043295917,0.000019664183,0.00003704579,0.9926101,0.0010524571,0.0003137128,0.00492241,0.00027923504],"about_ca_topic_score_codex":0.0000046571295,"about_ca_topic_score_gemma":0.000012700986,"teacher_disagreement_score":0.8475928,"about_ca_system_score_codex":0.00006147034,"about_ca_system_score_gemma":0.00004468306,"threshold_uncertainty_score":0.873512},"labels":[],"label_agreement":null},{"id":"W4405075363","doi":"10.1680/jgein.2024.31.6.806","title":"Celebrating 30 years of <i>Geosynthetics International</i>","year":2024,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geosynthetics; Geotechnical engineering; Geology; Engineering","score_opus":0.005015472169004283,"score_gpt":0.20661774747759615,"score_spread":0.20160227530859187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405075363","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57956856,0.0021310914,0.26664972,0.0013012879,0.023896853,0.00041462862,0.0005981322,0.0037385346,0.12170118],"genre_scores_gemma":[0.99778676,0.00028437196,0.0013712113,0.000016512146,0.0002181904,0.000011034906,0.00004823988,0.000048842983,0.00021485976],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99890256,0.000009374027,0.00035687067,0.00018341157,0.00037658462,0.00017117646],"domain_scores_gemma":[0.99955785,0.00008523517,0.000027231377,0.0001862474,0.000093341594,0.000050120645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018492338,0.00013629712,0.00012990182,0.00019319063,0.000016873268,0.00007758437,0.00035060616,0.00010708687,0.0005289122],"category_scores_gemma":[0.00015741812,0.00015634928,0.000101513695,0.00015197996,0.00004758252,0.00010648815,0.00006675878,0.00021600377,0.00011413868],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000456428,0.00006333943,0.00008158233,0.00015618576,0.00015407422,0.000024880084,0.0005478898,0.8247986,0.01573713,0.04255899,0.001618567,0.11425422],"study_design_scores_gemma":[0.00009355897,0.000014051788,0.00018681475,0.00016842084,0.00001687971,0.000016490787,0.000045957662,0.85657924,0.0043546306,0.0014749524,0.13685891,0.00019010398],"about_ca_topic_score_codex":0.000007447539,"about_ca_topic_score_gemma":0.000002842151,"teacher_disagreement_score":0.41821817,"about_ca_system_score_codex":0.00008537144,"about_ca_system_score_gemma":0.000017747092,"threshold_uncertainty_score":0.63757384},"labels":[],"label_agreement":null},{"id":"W4405155471","doi":"","title":"Particle size effects on critical strength of granular soils through numerical and laboratory testing","year":2024,"lang":"en","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds de recherche du Québec – Nature et technologies; Alliance de recherche numérique du Canada","keywords":"Soil water; Geotechnical engineering; Particle size; Granular material; Numerical models; Particle (ecology); Environmental science; Computer science; Computer simulation; Soil science; Geology; Simulation","score_opus":0.006973035262492902,"score_gpt":0.21886672986441907,"score_spread":0.21189369460192617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405155471","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54825115,0.006429343,0.4409317,0.00068554457,0.00022233326,0.0003165628,0.00003848316,0.0029283813,0.00019647405],"genre_scores_gemma":[0.98081917,0.00010110285,0.018669985,0.00013743692,0.00007389113,0.00011603987,0.0000028399318,0.000070027556,0.000009494917],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987293,0.00005255367,0.0003135117,0.00026919824,0.00022054811,0.00041491832],"domain_scores_gemma":[0.99814373,0.0013096526,0.000017955042,0.00030695903,0.00005520104,0.0001665058],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002466662,0.00023646999,0.00027911863,0.00007586967,0.00006216722,0.00008275879,0.00011851662,0.00019816232,0.000006840898],"category_scores_gemma":[0.0014618973,0.00023390613,0.00006367606,0.00062651123,0.00006781563,0.00018972372,0.000042829884,0.0003836981,0.000005605238],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053361247,0.00033877676,0.0049768025,0.0036178972,0.00013038247,0.00026505117,0.00073839014,0.5572435,0.15922226,0.19457345,0.00096434244,0.07787573],"study_design_scores_gemma":[0.0001640249,0.00019793391,0.004416284,0.00027979276,0.000037593672,0.000015588032,0.00001770867,0.92291117,0.06849404,0.002751007,0.00044141855,0.00027342752],"about_ca_topic_score_codex":0.00022460488,"about_ca_topic_score_gemma":0.000012207107,"teacher_disagreement_score":0.432568,"about_ca_system_score_codex":0.00011196126,"about_ca_system_score_gemma":0.00003834498,"threshold_uncertainty_score":0.95384157},"labels":[],"label_agreement":null},{"id":"W4405361222","doi":"10.1115/ipc2024-132419","title":"Practical Solutions for Mountainous Pipeline Construction: Mechanically Stabilized Earth Retaining Walls on a Western Canadian Transmission Pipeline Project","year":2024,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Pipeline (software); Transmission (telecommunications); Pipeline transport; Computer science; Geology; Marine engineering; Petroleum engineering; Engineering; Mechanical engineering; Telecommunications; Operating system","score_opus":0.03288323081327942,"score_gpt":0.27413693445621906,"score_spread":0.24125370364293963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405361222","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002431436,0.00015242424,0.9896097,0.0024407962,0.00046633527,0.0008166508,0.00006058573,0.0018353094,0.0021867312],"genre_scores_gemma":[0.97444147,0.000115248506,0.024000974,0.00012330241,0.00020960954,0.00017701813,0.00011989778,0.000103247134,0.0007092523],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983387,0.000033214572,0.00043610058,0.00036525435,0.00021961104,0.00060711056],"domain_scores_gemma":[0.9990876,0.00028291377,0.000014878054,0.00023865137,0.00010617506,0.00026980333],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004909226,0.00025501274,0.00026036028,0.0002608809,0.000159785,0.00012309887,0.00009358376,0.000249873,0.00010019333],"category_scores_gemma":[0.00021903771,0.00022892424,0.00013207599,0.00039780748,0.000033174907,0.00016628912,0.000012464495,0.00040209125,0.000028014512],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016529713,0.0001496298,0.000010079563,0.0012201065,0.00015595717,0.000064704545,0.00073531305,0.7481145,0.0069100764,0.10412935,0.008578052,0.12976691],"study_design_scores_gemma":[0.00036992235,0.00013783839,0.000005225117,0.00013976291,0.000046522106,0.000048450594,0.000091142225,0.8853927,0.0006344329,0.00037811688,0.11248329,0.00027256404],"about_ca_topic_score_codex":0.0014517043,"about_ca_topic_score_gemma":0.0048206723,"teacher_disagreement_score":0.97201,"about_ca_system_score_codex":0.00022654314,"about_ca_system_score_gemma":0.0003389938,"threshold_uncertainty_score":0.933526},"labels":[],"label_agreement":null},{"id":"W4405537188","doi":"10.1088/1742-6596/2929/1/012010","title":"Numerical Analysis of Pullout Capacity of Composite Suction Caisson Foundation Used For Large Scale Underwater Compressed Gas Energy Storage","year":2024,"lang":"en","type":"article","venue":"Journal of Physics Conference Series","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Caisson; Suction; Underwater; Geotechnical engineering; Foundation (evidence); Composite number; Scale (ratio); Geology; Energy storage; Environmental science; Engineering; Marine engineering; Materials science; Mechanical engineering; Composite material; Physics; Power (physics); Oceanography","score_opus":0.01705664595375099,"score_gpt":0.2307162719890236,"score_spread":0.2136596260352726,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405537188","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3561101,0.00003216618,0.64357466,0.00003348684,0.00015124165,0.00002966231,0.000023946726,0.000031517313,0.00001323839],"genre_scores_gemma":[0.9986946,0.000034148397,0.0011427607,0.0000015665945,0.00005442682,0.0000030318126,0.000044428532,0.000014921153,0.00001010885],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99918824,0.000024718185,0.00039402643,0.00008317578,0.00019343296,0.00011640637],"domain_scores_gemma":[0.9993254,0.00008008109,0.00011858694,0.00012726072,0.00030875547,0.000039938423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013749478,0.00010989117,0.00038460357,0.00014906313,0.000026257161,0.00004634227,0.00010956222,0.00006292286,0.000013148638],"category_scores_gemma":[0.000019437477,0.00010085331,0.00018865913,0.00042449232,0.00003486782,0.0003267215,0.000011329613,0.00011436529,2.4155113e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002510644,0.00004779095,0.00011440468,0.0002681213,0.00037934454,4.9311495e-7,0.00080761797,0.844484,0.14462554,0.007114089,0.000011512452,0.0021220145],"study_design_scores_gemma":[0.00017074452,0.000106656495,0.0007117495,0.00009396763,0.00035094414,0.0000020534956,0.00007616854,0.7879725,0.20760433,0.002404168,0.00040639378,0.00010028375],"about_ca_topic_score_codex":0.00003540416,"about_ca_topic_score_gemma":0.000021942358,"teacher_disagreement_score":0.6425845,"about_ca_system_score_codex":0.000052752035,"about_ca_system_score_gemma":0.000026675629,"threshold_uncertainty_score":0.41126785},"labels":[],"label_agreement":null},{"id":"W4405693733","doi":"10.1007/978-3-031-67252-1_42","title":"Analysis of the Effect of the Degree of Compaction on the Permanent Deformation of Recycled Unbound Base Layers","year":2024,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Compaction; Base (topology); Degree (music); Deformation (meteorology); Geotechnical engineering; Materials science; Composite material; Geology; Mathematics; Physics; Mathematical analysis","score_opus":0.015774497780284117,"score_gpt":0.19808678672961816,"score_spread":0.18231228894933404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405693733","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5796947,0.0005846051,0.007263594,0.00029635825,0.0012024026,0.0015968143,0.00026143313,0.0002826201,0.40881747],"genre_scores_gemma":[0.99783814,0.000037393504,0.0000036369127,0.00000319691,0.000007974621,0.0000047732824,0.00001623159,0.000021478094,0.0020671755],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99907494,0.000021823878,0.00042917527,0.0000851518,0.00032021478,0.00006870961],"domain_scores_gemma":[0.99907833,0.0001986976,0.0001648027,0.00048634535,0.000057552883,0.000014292346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002812659,0.000164927,0.00037149544,0.0001715953,0.000021610747,0.000004680993,0.00019361678,0.00015085493,0.0000595232],"category_scores_gemma":[0.000035153727,0.00007644573,0.00044283652,0.00027386256,0.00006719921,0.000021658021,0.000034741544,0.00021536415,0.0000013488952],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012318778,0.000005164307,0.00005560592,0.000509015,0.00062153785,4.0588652e-8,0.00009945806,0.9797028,0.00079722656,0.017360194,0.000053567335,0.00078312954],"study_design_scores_gemma":[0.00017886511,0.00013759085,0.0039564758,0.00071542733,0.002507046,8.6173026e-7,0.0000363317,0.96728414,0.023742251,0.00069061556,0.0005776787,0.0001727077],"about_ca_topic_score_codex":0.000092695525,"about_ca_topic_score_gemma":0.000078681245,"teacher_disagreement_score":0.41814342,"about_ca_system_score_codex":0.00007704711,"about_ca_system_score_gemma":0.000008572173,"threshold_uncertainty_score":0.31173664},"labels":[],"label_agreement":null},{"id":"W4405693803","doi":"10.1007/978-3-031-67252-1_58","title":"Assessment of Structural Performance of Thin-Asphalt Pavement Reinforced with Wicking Geotextiles over Expansive Subgrades","year":2024,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Solmax (Canada)","funders":"","keywords":"Geotechnical engineering; Asphalt; Asphalt pavement; Expansive; Expansive clay; Materials science; Rut; Engineering; Composite material; Geology; Soil water","score_opus":0.006777757471540755,"score_gpt":0.2093122944320122,"score_spread":0.20253453696047147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405693803","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.51003194,0.0021584474,0.015057289,0.000024506844,0.001119461,0.0015139822,0.00014130572,0.0016750299,0.46827802],"genre_scores_gemma":[0.9755167,0.000239532,0.0005067998,0.0000045258926,0.00003840757,0.000010577002,0.000054868946,0.00008867602,0.023539929],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986484,0.0000022438148,0.0005158356,0.00021566795,0.00042318285,0.00019468788],"domain_scores_gemma":[0.99937963,0.000040282088,0.00010671451,0.0003163506,0.00010449694,0.000052503492],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00007544362,0.00035729585,0.0004723339,0.00016519963,0.000021346976,0.000017067121,0.00014644426,0.00022580872,0.00021868857],"category_scores_gemma":[0.0000031662082,0.00028009556,0.00011095671,0.00006103867,0.00006894224,0.00009204252,0.000049569164,0.0003596188,0.0000022644986],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000033761905,0.0000011587185,0.000017960761,0.001627297,0.0001553471,0.0000022243546,0.00010950302,0.90779877,0.00047866168,0.08935791,0.000014571277,0.00043322943],"study_design_scores_gemma":[0.00023452888,0.0002515629,0.0011442679,0.0014640039,0.00012302863,0.0000047379067,0.000037599668,0.9931148,0.0020414204,0.00047442474,0.0006699077,0.0004396637],"about_ca_topic_score_codex":0.000026827245,"about_ca_topic_score_gemma":0.000007727212,"teacher_disagreement_score":0.46548474,"about_ca_system_score_codex":0.00011132059,"about_ca_system_score_gemma":0.000039145703,"threshold_uncertainty_score":0.99996513},"labels":[],"label_agreement":null},{"id":"W4405737822","doi":"10.3390/geotechnics4040066","title":"A Reassessment of Barron’s Classic Sand-Drain Theory Using a Coupled Hydraulic-Mechanical FEM Analysis","year":2024,"lang":"en","type":"article","venue":"Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Finite element method; Geotechnical engineering; Geology; Engineering; Structural engineering","score_opus":0.010789550201996097,"score_gpt":0.23830130881306322,"score_spread":0.22751175861106712,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405737822","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09571147,0.001178841,0.90049845,0.00005679287,0.00024606992,0.00020105661,0.000024100018,0.0015775809,0.0005056184],"genre_scores_gemma":[0.99779695,0.00013084283,0.0018505416,0.000013273219,0.00004403178,0.000025861178,0.000029369443,0.000059634847,0.000049502505],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985757,0.00003980616,0.00045515632,0.00029689772,0.00030789743,0.00032455227],"domain_scores_gemma":[0.9992026,0.0001510438,0.00003303748,0.000463167,0.000046958256,0.000103212275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065186224,0.00023391334,0.00039974757,0.00038659704,0.00004114096,0.00004750409,0.00020486754,0.00028725463,0.000109441185],"category_scores_gemma":[0.00008502325,0.00022900535,0.0002749024,0.0016844649,0.000040511775,0.00008824683,0.00006394793,0.00037941287,0.0000082939005],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005817373,0.0000237949,0.000002887401,0.00024823297,0.00027407732,0.000010229731,0.00006392133,0.96957463,0.013007587,0.0077118957,0.000039732848,0.009037214],"study_design_scores_gemma":[0.000111582274,0.00003571595,0.00016416842,0.000099605044,0.00050357165,0.000007715765,0.000031330983,0.9941904,0.0010065002,0.00211618,0.0014918251,0.00024142898],"about_ca_topic_score_codex":0.000027619539,"about_ca_topic_score_gemma":0.000008473689,"teacher_disagreement_score":0.9020855,"about_ca_system_score_codex":0.00022898788,"about_ca_system_score_gemma":0.000051584706,"threshold_uncertainty_score":0.9338567},"labels":[],"label_agreement":null},{"id":"W4405869128","doi":"10.1007/s40515-024-00526-z","title":"The Effectiveness of Nonwoven Kenaf Geotextile in Improving Load Bearing of Soft Soil","year":2024,"lang":"en","type":"article","venue":"Transportation Infrastructure Geotechnology","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"Universiti Teknologi Malaysia; Ministry of Higher Education","keywords":"Geotextile; Kenaf; Load bearing; Bearing (navigation); Geotechnical engineering; Materials science; Geology; Composite material; Computer science; Fiber","score_opus":0.001804760916217106,"score_gpt":0.17890561734845858,"score_spread":0.17710085643224147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405869128","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92226815,0.0012782887,0.075221196,0.00002362021,0.00035919485,0.00021688374,0.000023563987,0.0005021459,0.00010693317],"genre_scores_gemma":[0.9995819,0.00008225491,0.00024161505,9.4902566e-7,0.0000115794455,0.000032157554,0.000015174128,0.00003101253,0.000003362419],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989749,0.000022829156,0.0004404784,0.00017813627,0.0001592727,0.00022437691],"domain_scores_gemma":[0.9993396,0.00030848134,0.00003972654,0.00022776415,0.000063293264,0.00002117572],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038611022,0.00015318606,0.0002436508,0.00018670564,0.00002749491,0.0000102228105,0.00019029925,0.00030387557,0.00000966953],"category_scores_gemma":[0.00009852373,0.00013021598,0.00006840359,0.0005960901,0.000119294535,0.000084756466,0.0000075750104,0.00041128873,0.0000013918021],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018707946,0.000004410057,0.00029341714,0.0009547451,0.000024056977,0.0000033616639,0.00022331998,0.94055027,0.029274488,0.0076482883,0.0000021630185,0.02100279],"study_design_scores_gemma":[0.00059080886,0.00010723931,0.11559826,0.0004986377,0.000050852846,0.00000707229,0.000191071,0.80128986,0.04902104,0.03167043,0.00064530555,0.0003294529],"about_ca_topic_score_codex":0.0001310742,"about_ca_topic_score_gemma":0.00025491824,"teacher_disagreement_score":0.13926043,"about_ca_system_score_codex":0.00008221357,"about_ca_system_score_gemma":0.000061112005,"threshold_uncertainty_score":0.5310053},"labels":[],"label_agreement":null},{"id":"W4405942307","doi":"10.1080/19386362.2024.2448163","title":"Undrained behaviour of fibre reinforced cemented toyoura sand in triaxial compression and extension loading","year":2024,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Materials science; Cohesion (chemistry); Hardening (computing); Composite material; Stiffness; Compressive strength; Cement; Geotechnical engineering; Strain hardening exponent; Compression (physics); Geology","score_opus":0.00831796422705123,"score_gpt":0.2358057112666045,"score_spread":0.22748774703955327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405942307","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8432065,0.0013108697,0.15369394,0.00016171738,0.0012178503,0.00011432715,0.000009056922,0.00022873294,0.000056976787],"genre_scores_gemma":[0.998812,0.00025599197,0.000758885,0.000004451364,0.00011866497,0.0000027721587,0.0000064647343,0.000030113742,0.000010642336],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99863774,0.000010160367,0.00071389315,0.0001220127,0.00035677155,0.00015944139],"domain_scores_gemma":[0.9994928,0.00015398873,0.00006190667,0.00009408846,0.00011591951,0.00008126377],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036055082,0.00015473798,0.00027652213,0.0005110633,0.00000962113,0.00004616525,0.00019724452,0.00014881021,0.000015657977],"category_scores_gemma":[0.00024258377,0.00014460419,0.00012211179,0.00024873982,0.000021749122,0.00023753034,0.000058887374,0.00044474416,7.7956236e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003456003,0.000010780445,0.000015556143,0.00008964013,0.000047813417,0.000076987,0.000052763033,0.90528023,0.0906822,0.00053935166,0.000032766842,0.0031373703],"study_design_scores_gemma":[0.00066585257,0.0000861227,0.0013230571,0.0013009483,0.000023211844,0.00017253692,0.000015024547,0.98822904,0.007411546,0.00006650969,0.00055640977,0.00014976134],"about_ca_topic_score_codex":0.000009773973,"about_ca_topic_score_gemma":4.6183737e-7,"teacher_disagreement_score":0.15560548,"about_ca_system_score_codex":0.00012502792,"about_ca_system_score_gemma":0.000019692641,"threshold_uncertainty_score":0.58967876},"labels":[],"label_agreement":null},{"id":"W4405951275","doi":"10.2139/ssrn.5077691","title":"Seismic Behavior of Pile Group Penetrating Successive Layers of Soft and Firm Soil Considering Dynamic-Soil-Structure-Interaction (Dssi)","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Pile; Group (periodic table); Geotechnical engineering; Geology; Chemistry; Organic chemistry","score_opus":0.0048703843106509565,"score_gpt":0.2240284529338645,"score_spread":0.21915806862321355,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405951275","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9612746,0.0058095725,0.031619642,0.000027639777,0.0008286824,0.00018522031,0.000037230842,0.000163245,0.000054171083],"genre_scores_gemma":[0.9979874,0.001634527,0.00014510361,0.0000023576279,0.000074508534,0.000014665061,0.000033640583,0.000084039035,0.000023784361],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99784684,0.000037216087,0.0007155241,0.00028809608,0.00025892426,0.00085337326],"domain_scores_gemma":[0.9992498,0.00010037718,0.00026600226,0.00021084362,0.00009513229,0.00007781421],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.00042947842,0.0003459021,0.0004763356,0.00027361859,0.00006115624,0.00006947763,0.00019313842,0.00035746593,0.000011108136],"category_scores_gemma":[0.0000872537,0.0003536961,0.00017414859,0.00014682855,0.00005794133,0.000101835525,0.00016510166,0.0038696765,7.3626455e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011221371,0.000017064514,0.000193284,0.0007651472,0.00020418363,0.0000042628903,0.00021649465,0.9728297,0.01781766,0.0006194576,0.0000033435122,0.0073181977],"study_design_scores_gemma":[0.00032810538,0.00016029977,0.00060661486,0.0008204758,0.00029457998,0.00036149565,0.00068257184,0.96846116,0.0023651775,0.025479088,0.00001315714,0.00042730424],"about_ca_topic_score_codex":0.00020323244,"about_ca_topic_score_gemma":0.0009405587,"teacher_disagreement_score":0.036712777,"about_ca_system_score_codex":0.00068932294,"about_ca_system_score_gemma":0.00037880303,"threshold_uncertainty_score":0.9998915},"labels":[],"label_agreement":null},{"id":"W4406016340","doi":"10.1007/s10706-024-03051-5","title":"Numerical Analysis of Screw Micropiles Under Lateral Loads via BNWF Method","year":2025,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pile; OpenSees; Thread (computing); Geotechnical engineering; Structural engineering; Hydrogeology; Nonlinear system; Computer simulation; Structural load; Engineering; Numerical analysis; Geology; Foundation (evidence); Finite element method; Mechanical engineering","score_opus":0.005452261351088859,"score_gpt":0.21957495308858152,"score_spread":0.21412269173749265,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406016340","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13669097,0.0007489957,0.86111623,0.0001650054,0.00010899912,0.00011381205,0.0000068728705,0.00078812375,0.000261016],"genre_scores_gemma":[0.9938187,0.000117517004,0.005874428,0.00006384203,0.000022065004,0.000024549394,0.000020485382,0.000017691154,0.000040702595],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99857527,0.000026355714,0.0005120567,0.00033613868,0.00015082868,0.00039937304],"domain_scores_gemma":[0.9992449,0.00026852626,0.000028512786,0.00028341913,0.00004696409,0.00012766993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021278887,0.00028039786,0.00066626124,0.00039661952,0.000041144358,0.00002146705,0.00020477216,0.00039962406,0.000060157483],"category_scores_gemma":[0.00011887294,0.00024309242,0.00021269351,0.0015466261,0.000070748385,0.00005704843,0.00010982302,0.00043074737,0.0000030396584],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007886918,0.000029766094,0.00017335864,0.000099994046,0.00030660364,0.0000028810848,0.000007441368,0.984374,0.0056566265,0.0053687617,0.000016197195,0.003956515],"study_design_scores_gemma":[0.0001920111,0.000043667158,0.034361687,0.000037127567,0.00027661293,0.0000048033985,0.000002984762,0.96169627,0.0010353769,0.00076836906,0.001327868,0.0002532008],"about_ca_topic_score_codex":0.00003816284,"about_ca_topic_score_gemma":0.0000019467834,"teacher_disagreement_score":0.8571277,"about_ca_system_score_codex":0.000039959,"about_ca_system_score_gemma":0.000007021876,"threshold_uncertainty_score":0.99130213},"labels":[],"label_agreement":null},{"id":"W4406167535","doi":"10.62603/konteks.v2i4.175","title":"STABILISASI TANAH RAMAH LINGKUNGAN MENGGUNAKAN EGG SHELL POWDER","year":2025,"lang":"id","type":"article","venue":"Konferensi Nasional Teknik Sipil (KoNTekS)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Encana (Canada)","funders":"","keywords":"Shell (structure); Materials science; Composite material","score_opus":0.00982132900484513,"score_gpt":0.22792327705213036,"score_spread":0.21810194804728522,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406167535","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8565623,0.014438594,0.034968834,0.005502147,0.014379063,0.0046268133,0.0005665164,0.006726186,0.0622295],"genre_scores_gemma":[0.9842169,0.00067061494,0.0006785091,0.00034694248,0.000497424,0.000121274614,0.00028008007,0.00025180454,0.012936401],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9940482,0.00025009603,0.0016207081,0.0014075045,0.0011220418,0.0015514845],"domain_scores_gemma":[0.9960434,0.0008458215,0.0001959907,0.0014979673,0.0007768463,0.0006400081],"candidate_categories":["metaepi_narrow"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.00083225965,0.0013309441,0.001425004,0.00075491704,0.00046804338,0.00035721695,0.00093434064,0.0012417051,0.00033149193],"category_scores_gemma":[0.0015245894,0.0014042497,0.00067853025,0.0015456241,0.0002768414,0.00037324935,0.00045029924,0.0019693533,0.0005128139],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00083059375,0.0031658618,0.0012649158,0.0059313406,0.0026736644,0.0003677265,0.0028987313,0.5191827,0.20733829,0.17982475,0.033386912,0.04313454],"study_design_scores_gemma":[0.008156427,0.0008311571,0.015719729,0.0046168673,0.0011211814,0.000087412904,0.0017550286,0.36727366,0.07719455,0.009345227,0.5082208,0.005677985],"about_ca_topic_score_codex":0.00030692114,"about_ca_topic_score_gemma":0.00024898874,"teacher_disagreement_score":0.47483388,"about_ca_system_score_codex":0.0007863869,"about_ca_system_score_gemma":0.00058510405,"threshold_uncertainty_score":0.99994415},"labels":[],"label_agreement":null},{"id":"W4406352081","doi":"10.1139/cgj-2024-0173","title":"A simplified soil–structure interaction model for load–settlement analysis of piles","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Settlement (finance); Soil structure interaction; Pile; Geology; Environmental science; Engineering; Forensic engineering; Structural engineering; Finite element method; Computer science","score_opus":0.009209432362612891,"score_gpt":0.2309017909914819,"score_spread":0.221692358628869,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406352081","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.046417776,0.00015834483,0.95193297,0.00041321284,0.00029428222,0.00018346153,0.00026242103,0.000121021934,0.0002164847],"genre_scores_gemma":[0.9989964,0.0000349181,0.000713499,0.0000939655,0.000033705117,0.000013121612,0.000044655975,0.0000159999,0.00005378591],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99897474,0.000010194761,0.00043456905,0.0001344386,0.00014441564,0.00030162747],"domain_scores_gemma":[0.99927735,0.00006290067,0.000048164977,0.00020512931,0.0001745178,0.00023194378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020163957,0.00013969488,0.00029438056,0.0006681252,0.000084607425,0.0000394174,0.00019711736,0.00020486524,0.00004504572],"category_scores_gemma":[0.00017966685,0.00013991931,0.00022119466,0.00073994,0.000027766731,0.00006702285,0.000012980234,0.0003636306,5.052134e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007452665,0.0000059662034,0.000019290295,0.000035260462,0.0002921578,0.0000010042347,0.000029762301,0.9917918,0.0012066206,0.00094416016,0.0018104381,0.0038561209],"study_design_scores_gemma":[0.00019347838,0.00001774146,0.0005073089,0.0000380999,0.00034254842,0.0000037670982,0.00002270164,0.9924182,0.00030426847,0.0017822715,0.0042470396,0.00012253909],"about_ca_topic_score_codex":0.00055967335,"about_ca_topic_score_gemma":0.008885325,"teacher_disagreement_score":0.95257854,"about_ca_system_score_codex":0.0006623889,"about_ca_system_score_gemma":0.00025995096,"threshold_uncertainty_score":0.5705744},"labels":[],"label_agreement":null},{"id":"W4406365864","doi":"10.1139/cjce-2024-0322","title":"Static behavior of CFRP-strengthened RC beams subjected to freeze–thaw cycles","year":2025,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Materials science; Reinforced concrete; Composite material; Geotechnical engineering; Engineering","score_opus":0.004817845151101662,"score_gpt":0.18821524321231614,"score_spread":0.18339739806121447,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406365864","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8404399,0.0010308712,0.1553236,0.00014261759,0.0013847221,0.00024086912,0.000069013586,0.00018471679,0.001183648],"genre_scores_gemma":[0.99878573,0.000021926182,0.0010335656,0.000017411912,0.000048545535,0.000010327929,0.0000051798766,0.000043639335,0.000033696975],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987749,0.00001064682,0.00057487853,0.00010449136,0.00016285274,0.0003722531],"domain_scores_gemma":[0.9990166,0.00008479783,0.000052546697,0.00022044186,0.00016587079,0.00045978048],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019185392,0.00020239258,0.000360538,0.00081565883,0.000031804128,0.000033593493,0.00028558137,0.000120288496,0.00006872393],"category_scores_gemma":[0.000323634,0.00022362506,0.00011275306,0.00070747075,0.000021478902,0.00010800919,0.000011265735,0.00029404648,0.0000024390754],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000023792447,0.0000082843335,0.00079426507,0.00015301823,0.00005513197,0.000023398532,0.000193235,0.9879666,0.008209806,0.0003198443,0.00057914376,0.0016948882],"study_design_scores_gemma":[0.0044982457,0.00091500004,0.31652075,0.006437196,0.0010329683,0.00027292635,0.0010421614,0.5183834,0.09051584,0.00089257926,0.056026164,0.003462772],"about_ca_topic_score_codex":0.00075706077,"about_ca_topic_score_gemma":0.020191003,"teacher_disagreement_score":0.4695832,"about_ca_system_score_codex":0.00018456025,"about_ca_system_score_gemma":0.0002111503,"threshold_uncertainty_score":0.99768794},"labels":[],"label_agreement":null},{"id":"W4406741946","doi":"10.1016/j.undsp.2024.11.003","title":"Experimental study on the modulus of soil reaction for plastic pipes buried in lightweight cellular concrete backfill","year":2025,"lang":"en","type":"article","venue":"Underground Space","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nexen (Canada)","funders":"University of Kansas","keywords":"Geotechnical engineering; Modulus; Geology; Materials science; Composite material","score_opus":0.010214817630867628,"score_gpt":0.21917560311298992,"score_spread":0.2089607854821223,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406741946","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9483064,0.00015119226,0.048547354,0.00017479446,0.00046720635,0.00047194888,0.0000030627332,0.00013864061,0.001739424],"genre_scores_gemma":[0.99950653,0.000005753562,0.000040637024,0.000008515855,0.000028517958,0.00009006094,0.0000055736905,0.000019827676,0.0002946067],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993311,0.000026857615,0.00020503675,0.00015720616,0.000119059,0.00016075105],"domain_scores_gemma":[0.99936277,0.0003486102,0.000024792216,0.0002171466,0.000023927847,0.000022785882],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001467046,0.00013716661,0.00017295283,0.00010357914,0.00004719839,0.000019678379,0.00009961264,0.000078895755,0.0000047285616],"category_scores_gemma":[0.00010041022,0.00011262147,0.000046481855,0.00023726281,0.000023732866,0.00005049971,0.000016876973,0.00012775358,0.0000025246218],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009657281,0.00020114229,0.00013910135,0.00014180428,0.000101036225,0.0000024910544,0.0012423219,0.70118386,0.2602545,0.035934497,0.0006391882,0.00006348714],"study_design_scores_gemma":[0.001963616,0.00057758146,0.002094044,0.00016539055,0.000048662037,4.6710235e-7,0.004061632,0.75627923,0.23105317,0.0012755117,0.0021340076,0.00034666012],"about_ca_topic_score_codex":0.00007966741,"about_ca_topic_score_gemma":0.000037879545,"teacher_disagreement_score":0.05509539,"about_ca_system_score_codex":0.00013880206,"about_ca_system_score_gemma":0.000012761064,"threshold_uncertainty_score":0.459257},"labels":[],"label_agreement":null},{"id":"W4407974606","doi":"10.18280/ijsse.150114","title":"Expansive Residual Soil Stability Behavior During Wetting and Drying Process","year":2025,"lang":"en","type":"article","venue":"International Journal of Safety and Security Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Wetting; Expansive clay; Expansive; Geotechnical engineering; Residual; Stability (learning theory); Environmental science; Materials science; Geology; Soil science; Computer science; Composite material; Soil water","score_opus":0.0033524265097857973,"score_gpt":0.21404965217641897,"score_spread":0.21069722566663318,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407974606","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9877758,0.00089965237,0.010284459,0.0001648504,0.00055837375,0.000074233976,0.000009630753,0.00011029432,0.00012271311],"genre_scores_gemma":[0.9991436,0.00051228795,0.0001902002,0.000009106055,0.00011746064,0.0000045648003,0.000002937978,0.000015635196,0.000004201966],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99899817,0.000010663682,0.00047076124,0.0001245794,0.00023131164,0.00016452631],"domain_scores_gemma":[0.9994405,0.000099980265,0.000058518428,0.000071985494,0.00025041934,0.000078601624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027171307,0.00015230698,0.00021860802,0.00021783194,0.000054900258,0.00006903128,0.00014946965,0.00009632472,0.0000058091427],"category_scores_gemma":[0.00025390892,0.00016111846,0.000042380634,0.00014181793,0.000029319686,0.00032144622,0.00005295508,0.0003791006,1.7530141e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012041703,0.000059073303,0.0036100815,0.0007700555,0.0002540856,0.00007355804,0.0029015574,0.9572567,0.026923364,0.0015007963,0.000008052914,0.0065222722],"study_design_scores_gemma":[0.004896776,0.0001339402,0.11850594,0.002663825,0.00025182823,0.0007085821,0.0025132454,0.7841976,0.08184691,0.0015126725,0.0015012186,0.0012674638],"about_ca_topic_score_codex":0.00000524249,"about_ca_topic_score_gemma":0.0000042626493,"teacher_disagreement_score":0.17305908,"about_ca_system_score_codex":0.00010283871,"about_ca_system_score_gemma":0.000023778553,"threshold_uncertainty_score":0.657022},"labels":[],"label_agreement":null},{"id":"W4407996014","doi":"10.1061/9780784485972.041","title":"Investigation of the Geosynthetic Sliding Failure Mechanism in Geosynthetic Reinforced Slopes and MSE Walls Designed with an Efficient Back Analysis Algorithm","year":2025,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rocscience (Canada)","funders":"","keywords":"Geosynthetics; Mechanism (biology); Failure mechanism; Geotechnical engineering; Computer science; Algorithm; Structural engineering; Geology; Engineering; Physics","score_opus":0.004802672195095196,"score_gpt":0.17392076665020204,"score_spread":0.16911809445510684,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407996014","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56058794,0.000020842244,0.43883392,0.00007129941,0.000024242523,0.00020526676,0.0000019039074,0.00010050395,0.00015408428],"genre_scores_gemma":[0.9928414,0.0000084219755,0.007027039,0.000010496083,0.000002615188,0.00001591716,0.0000051489883,0.000013325914,0.00007562929],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991961,0.000043826316,0.00026776464,0.00017941235,0.0001441104,0.00016876328],"domain_scores_gemma":[0.9995181,0.000077124205,0.000031464268,0.0002806906,0.00004423386,0.000048408303],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021952801,0.00014656759,0.00022575632,0.00027403593,0.00004247079,0.000028039158,0.00012425747,0.000098122866,0.000016612046],"category_scores_gemma":[0.000044153145,0.00010357259,0.00004381232,0.0012343768,0.000035181696,0.00006280613,0.000030464258,0.00011062066,8.380069e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000027614299,0.0000037979503,0.000057884838,0.00006094374,0.000047435922,3.27085e-7,0.00021569658,0.9877915,0.0070644463,0.0037493051,8.7877277e-7,0.0010050238],"study_design_scores_gemma":[0.00019847964,0.000027994469,0.0012951805,0.00010353794,0.00011578036,0.0000011405913,0.00013904528,0.9799021,0.017883448,0.0002030262,0.000007455023,0.00012280111],"about_ca_topic_score_codex":0.00011535457,"about_ca_topic_score_gemma":0.0001394526,"teacher_disagreement_score":0.43225348,"about_ca_system_score_codex":0.000050803872,"about_ca_system_score_gemma":0.00001749108,"threshold_uncertainty_score":0.42235675},"labels":[],"label_agreement":null},{"id":"W4407996058","doi":"10.1061/9780784485972.047","title":"Environmental Design Considerations Using an Equivalency Index between Granular Drainage and Geosynthetic Alternatives","year":2025,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CTT Group (Canada)","funders":"","keywords":"Index (typography); Drainage; Geotechnical engineering; Engineering; Computer science; Civil engineering; World Wide Web; Ecology","score_opus":0.023633206533812158,"score_gpt":0.23918488898171392,"score_spread":0.21555168244790177,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407996058","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.375152,0.00011610814,0.6238846,0.000016699445,0.00003373742,0.00010088015,0.0000045660163,0.00019187007,0.0004995098],"genre_scores_gemma":[0.9973486,0.000015666512,0.0025563664,0.00001126789,0.000013943649,0.000006348386,0.0000043726563,0.000013867119,0.000029531646],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99948776,0.000028908993,0.00014356886,0.00013509979,0.000068516536,0.00013611917],"domain_scores_gemma":[0.9997157,0.00009371845,0.000008136494,0.00012716366,0.00000483547,0.000050441133],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010202645,0.000108066786,0.00011079007,0.000089351815,0.00008413429,0.000039146154,0.000043297172,0.00006405668,0.000046203768],"category_scores_gemma":[0.000026142367,0.000112007125,0.000017757382,0.00006252667,0.0000463687,0.00013106375,0.000022801441,0.00008893941,0.0000015208906],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[6.7308895e-7,0.000017423197,0.0009168964,0.000030277502,0.00002005216,0.0000018472447,0.00012103882,0.9818822,0.012288524,0.002487036,0.000004508691,0.0022295245],"study_design_scores_gemma":[0.0001690763,0.000019853054,0.012990676,0.000022337059,0.0000259388,0.000002309645,0.000052075342,0.974214,0.003529512,0.008783986,0.000041708492,0.00014849783],"about_ca_topic_score_codex":0.00002499716,"about_ca_topic_score_gemma":0.0000027060594,"teacher_disagreement_score":0.6221966,"about_ca_system_score_codex":0.000040351602,"about_ca_system_score_gemma":0.0000063001253,"threshold_uncertainty_score":0.4567518},"labels":[],"label_agreement":null},{"id":"W4407996460","doi":"10.1061/9780784485972.046","title":"Numerical Modelling of Geosynthetic Reinforced Fills over Voids","year":2025,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada); Royal Military College of Canada","funders":"","keywords":"Geotechnical engineering; Geology; Numerical models; Computer science; Numerical modeling; Geophysics","score_opus":0.006411449550770137,"score_gpt":0.18869798911453733,"score_spread":0.1822865395637672,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407996460","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.039315626,0.000059060985,0.94342786,0.000016439517,0.00010626403,0.00005300152,0.0000010591464,0.00036848118,0.016652213],"genre_scores_gemma":[0.998156,0.000022468084,0.0010163852,0.000012269243,0.0000064731967,0.0000051160537,0.0000026885316,0.000010322712,0.0007682831],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99954057,0.0000038976414,0.00018761435,0.000073380514,0.00007488216,0.000119646465],"domain_scores_gemma":[0.999738,0.00004793474,0.000007692404,0.00015868948,0.000021456744,0.000026256303],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000545708,0.00007690496,0.00012490265,0.00006655262,0.0000124772305,0.000006032537,0.00007058714,0.00007394095,0.0000777231],"category_scores_gemma":[0.000028794078,0.00007249785,0.000046678328,0.00022313993,0.000011267517,0.000034810466,0.000011093774,0.000081697246,0.0000062775966],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000012650614,0.000002878159,0.00000581066,0.00006591696,0.00000907362,1.260022e-7,0.000015272619,0.99253494,0.0005752715,0.0059177238,0.00011014263,0.000761608],"study_design_scores_gemma":[0.00008593323,0.0000071099576,0.000054439864,0.000034594235,0.0000061374953,2.0586627e-7,0.0000046238465,0.9942807,0.004399878,0.00024154279,0.0008131806,0.00007163733],"about_ca_topic_score_codex":0.000035513975,"about_ca_topic_score_gemma":3.4235714e-7,"teacher_disagreement_score":0.95884037,"about_ca_system_score_codex":0.000022146432,"about_ca_system_score_gemma":0.000006324364,"threshold_uncertainty_score":0.29563767},"labels":[],"label_agreement":null},{"id":"W4408982625","doi":"10.1016/j.geotexmem.2025.03.006","title":"Model tests on wicking geosynthetic composite reinforced bases over weak subgrade","year":2025,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Quest University Canada; University of Victoria","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Subgrade; Composite number; Geotechnical engineering; Materials science; Composite material; Geosynthetics; Engineering","score_opus":0.006599081165930675,"score_gpt":0.2072207795861117,"score_spread":0.20062169842018104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408982625","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98954976,0.00066766585,0.003133753,0.0002122416,0.00020772089,0.00019152263,0.00001734336,0.000788102,0.005231922],"genre_scores_gemma":[0.99849,0.00032509226,0.00001785522,0.00011301344,0.000027900287,0.000018713228,0.000018884757,0.000027323547,0.0009612246],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909514,0.00000938671,0.00023087252,0.00022779686,0.00013333108,0.00030346605],"domain_scores_gemma":[0.99949324,0.00012981068,0.000019278052,0.00025743578,0.000024362145,0.00007587333],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008250025,0.00023086043,0.00023636105,0.0001734021,0.0001173941,0.0000675112,0.00011360798,0.00012963272,0.000020343343],"category_scores_gemma":[0.00004189418,0.00021942558,0.00006408554,0.00022782259,0.000047848116,0.00009281121,0.00003970492,0.00017715505,0.00000986541],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000082667575,0.000008897351,0.000011380048,0.00022010671,0.000018396484,0.0000015641284,0.0000539382,0.98734176,0.0039544604,0.0032373029,0.00013290333,0.005011003],"study_design_scores_gemma":[0.00027487605,0.000021102995,0.0021687539,0.00021045988,0.000022845245,0.0000034981042,0.0000216673,0.9932347,0.00026109608,0.0005162749,0.0030320126,0.00023271883],"about_ca_topic_score_codex":0.00003700095,"about_ca_topic_score_gemma":0.000012529194,"teacher_disagreement_score":0.008940264,"about_ca_system_score_codex":0.000027047909,"about_ca_system_score_gemma":0.000010745169,"threshold_uncertainty_score":0.89479154},"labels":[],"label_agreement":null},{"id":"W4409256537","doi":"10.1007/s40891-025-00621-2","title":"Experimental and Numerical Investigations of Slab-On-Grade Reinforced with Stiff and Ductile Geogrids","year":2025,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Terrafix Geosynthetics (Canada); McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Slab; Structural engineering; Materials science; Forensic engineering; Geology; Geotechnical engineering; Engineering","score_opus":0.004818881654058236,"score_gpt":0.20639156662335348,"score_spread":0.20157268496929523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409256537","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91744953,0.0006711395,0.08122951,0.00016889792,0.00027247972,0.000042216372,0.0000054566904,0.00003169914,0.00012909633],"genre_scores_gemma":[0.99790996,0.00012825728,0.0018827532,0.000011338783,0.00003747597,0.0000023075604,0.0000016761314,0.000011823284,0.000014384205],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999446,0.0000039908596,0.00024008736,0.00007123176,0.00015405893,0.00008468122],"domain_scores_gemma":[0.9996832,0.000084774045,0.00003954729,0.000054442335,0.000073117735,0.00006489194],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007486593,0.00010683221,0.00015096128,0.00018256211,0.000020647703,0.000040559047,0.000071483635,0.00004685863,0.0000025642446],"category_scores_gemma":[0.0000563239,0.000094393516,0.000022081615,0.00008359358,0.000048920556,0.00009368085,0.000026045238,0.00014101998,8.244446e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024627654,0.000024059058,0.00022401512,0.00008442264,0.00017481297,0.000007950868,0.00026721082,0.956089,0.024077687,0.015076138,0.000017466227,0.003932604],"study_design_scores_gemma":[0.0010406851,0.00028804326,0.012402691,0.00064150844,0.000057343255,0.00022996186,0.00023383017,0.9544926,0.027452102,0.0003350632,0.0025523943,0.00027373916],"about_ca_topic_score_codex":0.000008253427,"about_ca_topic_score_gemma":1.8984879e-7,"teacher_disagreement_score":0.08046048,"about_ca_system_score_codex":0.000028132183,"about_ca_system_score_gemma":0.0000097436105,"threshold_uncertainty_score":0.38492557},"labels":[],"label_agreement":null},{"id":"W4409310158","doi":"10.1016/j.compgeo.2025.107256","title":"On the role of aspect ratio on the geocell-reinforced soils: A coupled continuum-discontinuum study","year":2025,"lang":"en","type":"article","venue":"Computers and Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"State Key Laboratory of Geohazard Prevention and Geoenvironment Protection; Zhejiang University; McGill University; Science and Technology Commission of Shanghai Municipality; Ministry of Education of the People's Republic of China; National Natural Science Foundation of China","keywords":"Soil water; Structural engineering; Geotechnical engineering; Materials science; Geology; Engineering; Soil science","score_opus":0.004540912385989568,"score_gpt":0.18300127433983732,"score_spread":0.17846036195384773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409310158","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8812377,0.0003147292,0.11404213,0.00051070284,0.0003085493,0.0009850273,0.0000046613577,0.00046069777,0.0021358146],"genre_scores_gemma":[0.9996296,0.000037677906,0.00002415795,0.00011001828,0.00001953168,0.00004318601,0.0000028082657,0.000015396608,0.00011762507],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99919975,0.000030113693,0.0002679211,0.00016864951,0.0001521823,0.00018137383],"domain_scores_gemma":[0.998967,0.00048000718,0.000041419833,0.00044065164,0.000043158023,0.000027791737],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033852775,0.00018278831,0.00022296261,0.00007782743,0.00011731361,0.000057465026,0.00026180365,0.00008743205,0.0000073201104],"category_scores_gemma":[0.000097783035,0.00011400278,0.0000658853,0.0002863087,0.000055555505,0.000027129818,0.000072541385,0.00029682327,0.0000030380722],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017874623,0.000053777574,0.000014825173,0.000030903135,0.00007481395,0.0000013918068,0.00027676803,0.92655337,0.000971848,0.06593377,0.0011589562,0.0049116765],"study_design_scores_gemma":[0.00028924964,0.00017621195,0.00038572893,0.00008610918,0.000022557713,6.836697e-7,0.00022089054,0.99462456,0.0012051377,0.0016841254,0.0011800898,0.00012466277],"about_ca_topic_score_codex":0.000014961894,"about_ca_topic_score_gemma":0.000009143607,"teacher_disagreement_score":0.118391916,"about_ca_system_score_codex":0.000024624092,"about_ca_system_score_gemma":0.000011664279,"threshold_uncertainty_score":0.46488985},"labels":[],"label_agreement":null},{"id":"W4409359596","doi":"10.1139/cgj-2024-0526","title":"Investigation into the dynamic stress of pile-supported embankment caused by moving train loads","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Geotechnical engineering; Pile; Levee; Dynamic load testing; Stress (linguistics); Geology; Engineering; Structural engineering","score_opus":0.005157305846564329,"score_gpt":0.19413590407615577,"score_spread":0.18897859822959145,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409359596","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8052972,0.0016911894,0.18607613,0.004740455,0.00077832764,0.00049655867,0.000075590215,0.00041039355,0.00043412394],"genre_scores_gemma":[0.99946827,0.000097610784,0.00009984641,0.00014931257,0.000022687145,0.000014460334,0.000029912035,0.000022857444,0.00009507168],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987834,0.00004390365,0.0004827908,0.00013826072,0.00020089597,0.00035072328],"domain_scores_gemma":[0.999209,0.00007276513,0.00005494425,0.00025787042,0.000080091064,0.00032535993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039824724,0.0001648557,0.00020088439,0.00024333813,0.00015498983,0.000056087443,0.00033921088,0.0002215269,0.000048369362],"category_scores_gemma":[0.000170778,0.00014214938,0.00008496537,0.0004595887,0.000107357686,0.00007971706,0.000019963922,0.0006702998,0.0000028983336],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000023567914,0.000008424434,0.00010891677,0.00007234352,0.00005797685,0.000009247218,0.00025569656,0.96856487,0.012776926,0.00040716102,0.0038663815,0.013869707],"study_design_scores_gemma":[0.00048720688,0.0000496089,0.0042707426,0.00025059847,0.000059023932,0.000014512483,0.00023405075,0.9802604,0.0038005523,0.0020397373,0.0082582,0.00027539112],"about_ca_topic_score_codex":0.003234501,"about_ca_topic_score_gemma":0.0063426667,"teacher_disagreement_score":0.19417103,"about_ca_system_score_codex":0.00055729254,"about_ca_system_score_gemma":0.0002734262,"threshold_uncertainty_score":0.57966834},"labels":[],"label_agreement":null},{"id":"W4409359757","doi":"10.1139/cjss-2024-0092","title":"Evaluation and analysis of pullout strength in pile group embedded in sandy soil using PLAXIS 3D","year":2025,"lang":"en","type":"article","venue":"Canadian Journal of Soil Science","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Pile; Geotechnical engineering; Soil water; Geology; Environmental science; Soil science","score_opus":0.012407516004022104,"score_gpt":0.2456741332646268,"score_spread":0.23326661726060471,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409359757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99663836,0.000423579,0.0024142775,0.000012859367,0.00012117323,0.000042877396,0.0000043897808,0.0000043009104,0.00033815735],"genre_scores_gemma":[0.99969995,0.000028403827,0.000254774,0.0000046958985,0.0000053337203,9.679846e-7,0.0000010923502,0.000003234965,0.0000015198156],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999108,0.000024121571,0.00033178343,0.00009602226,0.00024579305,0.00019424997],"domain_scores_gemma":[0.99953914,0.000036354904,0.00004930463,0.00009176491,0.00014192602,0.00014148667],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015693139,0.00006582311,0.00019176105,0.0017005648,0.00003754379,0.000031867705,0.00014031008,0.000048139278,0.0000114015],"category_scores_gemma":[0.00044209554,0.00006795837,0.000029331666,0.002960027,0.00010355625,0.00019113273,0.0000073863903,0.00013824331,5.96889e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000001015502,0.000004348422,0.020600904,0.000012672832,0.000017246137,0.0000025948532,0.00031347387,0.9672053,0.0009389479,0.000051613835,0.000001559066,0.0108503485],"study_design_scores_gemma":[0.00017368727,0.000011962395,0.1760302,0.000080155696,0.00006645947,0.000001434926,0.00012376967,0.8232112,0.00015498021,0.00008906879,0.000007538999,0.000049526352],"about_ca_topic_score_codex":0.007701046,"about_ca_topic_score_gemma":0.12970337,"teacher_disagreement_score":0.1554293,"about_ca_system_score_codex":0.00044985622,"about_ca_system_score_gemma":0.00058500114,"threshold_uncertainty_score":0.99890673},"labels":[],"label_agreement":null},{"id":"W4409537728","doi":"10.1016/j.trgeo.2025.101566","title":"Experimental and numerical studies on geosynthetic encased stone columns in saturated and unsaturated soils","year":2025,"lang":"en","type":"article","venue":"Transportation Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Science and Engineering Research Board; Department of Science and Technology, Ministry of Science and Technology, India","keywords":"Geotechnical engineering; Soil water; Geology; Geosynthetics; Materials science; Soil science","score_opus":0.009363349349369545,"score_gpt":0.24594535800658418,"score_spread":0.23658200865721463,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409537728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905649,0.0014384802,0.006976003,0.000091761,0.00011714351,0.00025489033,0.000013132831,0.00048883626,0.00005489104],"genre_scores_gemma":[0.99949145,0.00019235625,0.00014999701,0.000034273195,0.000003877391,0.000049726128,0.000035281457,0.000017623208,0.000025384143],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99921256,0.000015218427,0.0002993656,0.00020715424,0.0000995169,0.0001661711],"domain_scores_gemma":[0.9997145,0.000076152835,0.000021039918,0.00011281065,0.00003176031,0.000043734733],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009997559,0.00016897613,0.0002241497,0.00016244911,0.00004694158,0.000016837064,0.000043583328,0.00014796472,0.0000040527125],"category_scores_gemma":[0.00003372561,0.00017654916,0.00002050893,0.0004570697,0.00005741542,0.00006374119,0.0000034034447,0.00022536138,0.000001010757],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037912974,0.000061265906,0.000102121194,0.00017752171,0.000034667562,0.000012243793,0.0008269213,0.9708083,0.023223776,0.0022413523,0.00003110265,0.0024428042],"study_design_scores_gemma":[0.0014395964,0.00015954705,0.039993487,0.00038525753,0.000051646577,0.0000038209414,0.0011646019,0.9239784,0.03143,0.00048063765,0.000404451,0.0005085638],"about_ca_topic_score_codex":0.000025859097,"about_ca_topic_score_gemma":0.000029084342,"teacher_disagreement_score":0.046829917,"about_ca_system_score_codex":0.00006709436,"about_ca_system_score_gemma":0.000011304958,"threshold_uncertainty_score":0.7199466},"labels":[],"label_agreement":null},{"id":"W4409608716","doi":"10.1016/j.cscm.2025.e04682","title":"Experimental study on reinforced retaining walls using stabilized silty clay with geogrid reinforcement","year":2025,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geogrid; Reinforcement; Geotechnical engineering; Retaining wall; Geosynthetics; Materials science; Structural engineering; Composite material; Geology; Engineering","score_opus":0.033804751716077074,"score_gpt":0.3063972402015575,"score_spread":0.27259248848548046,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409608716","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946793,0.000112908114,0.0024211514,0.0000065580066,0.0012334123,0.0007079637,0.0000064735464,0.00032865643,0.00050362275],"genre_scores_gemma":[0.999177,0.000020424708,0.00056366855,0.000014068599,0.00004097732,0.0001350554,0.0000054630195,0.000023318156,0.000020044556],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99868757,0.00006219052,0.0005669737,0.00026456168,0.000157914,0.00026081293],"domain_scores_gemma":[0.9994508,0.00008820135,0.000060628212,0.00029054921,0.00007481913,0.000035012017],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003360557,0.00025819943,0.00043498664,0.00021486178,0.00012995963,0.000046510653,0.00006538173,0.00008049673,0.000036869675],"category_scores_gemma":[0.000113800575,0.0002296538,0.000029163322,0.00032609038,0.00013071578,0.000111926835,0.00006598011,0.00012071151,0.0000021123572],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013267178,0.00003101772,0.00015340999,0.0001579705,0.00017243257,0.00021264552,0.001331498,0.94079226,0.05608646,0.00066588016,0.00001459833,0.00024917393],"study_design_scores_gemma":[0.0086881295,0.0014536101,0.0002137452,0.001318202,0.00022304422,0.0010447425,0.07525618,0.096421435,0.8136624,0.00009255303,0.00020555581,0.0014204138],"about_ca_topic_score_codex":0.000030746836,"about_ca_topic_score_gemma":0.000003985548,"teacher_disagreement_score":0.8443708,"about_ca_system_score_codex":0.0004041064,"about_ca_system_score_gemma":0.000021029306,"threshold_uncertainty_score":0.93650097},"labels":[],"label_agreement":null},{"id":"W4409656418","doi":"10.1139/cgj-2024-0677","title":"Characterization of layered seabed soil spatial variability and its effect on the bearing capacity of offshore monopile foundations","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Bearing capacity; Seabed; Submarine pipeline; Geology; Spatial variability; Bearing (navigation); Environmental science; Oceanography; Mathematics","score_opus":0.009474452930510215,"score_gpt":0.19761520983886713,"score_spread":0.1881407569083569,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409656418","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9657166,0.000015321977,0.033256225,0.00031369316,0.00017749047,0.00021387561,0.000037235342,0.000051992716,0.00021756046],"genre_scores_gemma":[0.99985987,0.000022340178,0.00001943455,0.000023448252,0.000032301883,0.00001157017,0.00000991548,0.000011638765,0.000009504298],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991357,0.00008150341,0.00034708454,0.00011223973,0.00012873844,0.00019476397],"domain_scores_gemma":[0.9992304,0.00026928363,0.000055106688,0.00019412818,0.00010466263,0.00014641248],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006249366,0.00011931276,0.00021722096,0.0001626637,0.00011533523,0.00002689928,0.00015658075,0.00016921315,0.000028503406],"category_scores_gemma":[0.000856929,0.00009863446,0.000063815474,0.00028872155,0.000058782927,0.000060791073,0.000019420195,0.0004465255,8.310504e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026440965,0.000038293052,0.0014852752,0.00031254414,0.0001076066,0.0000022478177,0.00010958708,0.80562204,0.17399316,0.0074282195,0.000056279576,0.010818299],"study_design_scores_gemma":[0.00037717787,0.00015370118,0.11319481,0.00027195681,0.000055133878,0.000010864821,0.0000088513425,0.8561696,0.028071038,0.00087842037,0.00061892375,0.00018956643],"about_ca_topic_score_codex":0.0008246356,"about_ca_topic_score_gemma":0.0005782569,"teacher_disagreement_score":0.14592212,"about_ca_system_score_codex":0.00015751168,"about_ca_system_score_gemma":0.00010446025,"threshold_uncertainty_score":0.40221965},"labels":[],"label_agreement":null},{"id":"W4409740960","doi":"10.1139/cjce-2024-0330","title":"Seismic behaviour of slender concrete walls with high-strength reinforcement","year":2025,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Reinforcement; Structural engineering; Geotechnical engineering; Compressive strength; Engineering; Materials science; Composite material","score_opus":0.0037901180761125415,"score_gpt":0.1657056426463312,"score_spread":0.16191552457021866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409740960","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47022384,0.0015040473,0.5237139,0.00013600987,0.0012588307,0.00020287107,0.000023238075,0.00015772994,0.0027795255],"genre_scores_gemma":[0.9992427,0.000036648576,0.00055811985,0.00001234253,0.000037826045,0.0000035025002,0.000004548491,0.00003192828,0.00007233224],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99901855,0.0000058810465,0.0004441273,0.00008123989,0.00015125358,0.00029895004],"domain_scores_gemma":[0.9993131,0.000040470313,0.00006150108,0.00017657863,0.00013871705,0.0002696059],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015106249,0.00017712911,0.0003007485,0.00046786029,0.000025708874,0.000022971859,0.00018918261,0.00010220575,0.000053114178],"category_scores_gemma":[0.0000605001,0.00017172466,0.00007216601,0.00035927843,0.000025996227,0.00011504959,0.0000069404937,0.00029884058,9.228969e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000029655369,0.0000010536,0.00023347737,0.00013335283,0.000081341845,0.000016185935,0.00007904082,0.9977188,0.00045501234,0.0007812979,0.00032241017,0.00017505993],"study_design_scores_gemma":[0.0014783996,0.00023930686,0.008368198,0.0013922527,0.00019758941,0.00008207996,0.000113495094,0.9699056,0.008090262,0.00007315956,0.009489355,0.00057030213],"about_ca_topic_score_codex":0.0004781314,"about_ca_topic_score_gemma":0.0017990377,"teacher_disagreement_score":0.5290189,"about_ca_system_score_codex":0.0002122687,"about_ca_system_score_gemma":0.00024041848,"threshold_uncertainty_score":0.70027286},"labels":[],"label_agreement":null},{"id":"W4409767732","doi":"10.5592/co/3crocee.2025.125","title":"THE EFFECTS OF SOIL-STRUCTURE INTERACTION ON THE SEISMIC DESIGN OF SHALLOW FOUNDATIONS FOR EBFs","year":2025,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Computer science; Seismic analysis; Shallow foundation; Geology; Environmental science; Geotechnical engineering","score_opus":0.0070955358991687,"score_gpt":0.22022106408446307,"score_spread":0.21312552818529437,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409767732","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07104462,0.000046239107,0.9271683,0.00024408355,0.00042803423,0.00039249638,0.0000025591874,0.000092745184,0.00058094214],"genre_scores_gemma":[0.9994791,0.000024471514,0.00026448857,0.000019785872,0.000009486694,0.0000437782,0.0000031318968,0.0000074553454,0.00014826619],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996841,0.0000156313,0.00013045929,0.00005078568,0.00005007473,0.00006895263],"domain_scores_gemma":[0.99843436,0.0013490884,0.000018433077,0.0001508325,0.00003995127,0.0000073432807],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000090201574,0.000059919126,0.000070937574,0.00003346832,0.000054146974,0.000010160276,0.00008995417,0.00004459174,0.000003904722],"category_scores_gemma":[0.0003531181,0.000034379857,0.000039755403,0.00013051387,0.000018558645,0.000023189372,0.0000075679027,0.00007431955,4.800271e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000062517884,0.0000051535917,0.000002291777,0.00012392928,0.000025894811,1.0403335e-8,0.00003994306,0.9751262,0.007695059,0.013178875,0.0004231903,0.0033732066],"study_design_scores_gemma":[0.00010083022,0.00004194282,0.00022864448,0.000061329396,0.000015884712,1.240208e-7,0.00003385889,0.95927954,0.035904404,0.00346203,0.0008370518,0.000034332494],"about_ca_topic_score_codex":0.000008077435,"about_ca_topic_score_gemma":0.000011381643,"teacher_disagreement_score":0.9284345,"about_ca_system_score_codex":0.000023855107,"about_ca_system_score_gemma":0.000008955151,"threshold_uncertainty_score":0.140197},"labels":[],"label_agreement":null},{"id":"W4409799843","doi":"10.11159/icgre25.157","title":"Prediction of Active Earth Pressure in Constrained Backfill Retaining Walls using Support Vector Regression and Traditional Datafit based Non-Linear Regression","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Support vector machine; Regression analysis; Regression; Linear regression; Lateral earth pressure; Proper linear model; Bayesian multivariate linear regression; Computer science; Mathematics; Machine learning; Statistics; Geotechnical engineering; Geology","score_opus":0.011683353246728406,"score_gpt":0.19767160657658697,"score_spread":0.18598825332985858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799843","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99856406,0.00012506823,0.00022592877,0.000031662403,0.00029482946,0.0002801232,0.00018420929,0.000064776636,0.0002293084],"genre_scores_gemma":[0.9991241,0.000054376324,0.0006760871,0.000006556081,0.000020311758,0.000011133773,0.00003174118,0.000024930803,0.00005073331],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989823,0.000005303534,0.00034524105,0.00025009725,0.000218947,0.00019812038],"domain_scores_gemma":[0.9996524,0.00007168823,0.00009431773,0.000109422,0.0000146737175,0.00005753029],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000109753935,0.00024629594,0.00031245954,0.0002241466,0.00006426264,0.00001702919,0.00013217049,0.00011082101,0.000017722983],"category_scores_gemma":[0.0000393495,0.00019870863,0.00005009162,0.0002315588,0.00012067281,0.0002194663,0.000069296395,0.000300453,6.187025e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008043555,0.000023530534,0.0035685394,0.00095923815,0.00006570904,8.129369e-7,0.00012318525,0.7210095,0.2723269,0.0005735635,0.00003658925,0.0012320128],"study_design_scores_gemma":[0.00069747434,0.00004369723,0.050306827,0.0013746903,0.000045232766,0.000004791788,0.00007388153,0.872624,0.07453966,0.00004803805,0.0000854796,0.00015626772],"about_ca_topic_score_codex":0.000006144398,"about_ca_topic_score_gemma":0.0000030183028,"teacher_disagreement_score":0.19778724,"about_ca_system_score_codex":0.000055207343,"about_ca_system_score_gemma":0.000009257579,"threshold_uncertainty_score":0.8103103},"labels":[],"label_agreement":null},{"id":"W4409799871","doi":"10.11159/icgre25.003","title":"Limit-State Design Framework for Geosynthetic Reinforced Structures","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Limit state design; Limit (mathematics); State (computer science); Computer science; Structural engineering; Geotechnical engineering; Geology; Engineering; Mathematics; Mathematical analysis; Algorithm","score_opus":0.005707282880531945,"score_gpt":0.1902756153794626,"score_spread":0.18456833249893068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799871","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9331799,0.000860821,0.06026948,0.00023612544,0.0024974658,0.0015147158,0.00007896565,0.00074220315,0.0006203383],"genre_scores_gemma":[0.9957473,0.000099531935,0.0036269058,0.000026982443,0.000025829762,0.00005622176,0.00000322817,0.00004454591,0.0003694534],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99901146,0.000002456862,0.00029370876,0.0002294196,0.00016027362,0.00030265513],"domain_scores_gemma":[0.999545,0.00017221174,0.00005693458,0.00014867102,0.000012613093,0.00006457727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008513481,0.00029182932,0.0002685423,0.00015770887,0.00010860983,0.000054608572,0.0002686914,0.00009796584,0.000009684125],"category_scores_gemma":[0.00009564547,0.00023814049,0.000094805284,0.00021031965,0.00008090183,0.00011000784,0.000076294935,0.00026735166,3.5056544e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026202344,0.0000026474406,0.000055087912,0.0003681833,0.000060101043,1.09789795e-7,0.00004843687,0.9593643,0.01751596,0.02074552,0.00011832752,0.0016951069],"study_design_scores_gemma":[0.00039808138,0.000048821727,0.0032770399,0.0004666897,0.00005831344,0.0000038092428,0.000045604043,0.8921276,0.09237595,0.009953971,0.00086949737,0.00037466933],"about_ca_topic_score_codex":0.0000017454319,"about_ca_topic_score_gemma":9.538634e-7,"teacher_disagreement_score":0.074859984,"about_ca_system_score_codex":0.000079740385,"about_ca_system_score_gemma":0.0000035223968,"threshold_uncertainty_score":0.97110873},"labels":[],"label_agreement":null},{"id":"W4409799945","doi":"10.11159/icgre25.203","title":"Hybrid Deep Foundation System for Collapsible Soils","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Foundation (evidence); Soil water; Geotechnical engineering; Computer science; Geology; Soil science; Archaeology","score_opus":0.0034987200936080756,"score_gpt":0.17828231183069312,"score_spread":0.17478359173708505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799945","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.990187,0.0003788475,0.0039051438,0.00008060673,0.0020454123,0.0007642261,0.00003661111,0.00047780335,0.0021243433],"genre_scores_gemma":[0.99913085,0.00003711597,0.00038384693,0.000009423185,0.000031838863,0.0000707948,0.000008640909,0.00003202041,0.00029545484],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991732,0.0000015008299,0.00026029302,0.00019612222,0.00014332404,0.00022551509],"domain_scores_gemma":[0.99972403,0.00005618266,0.00004834576,0.00010904692,0.0000142534645,0.000048165813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008050284,0.0002151905,0.00022286209,0.0001429446,0.00010961858,0.000053006745,0.00018300858,0.00005127361,0.000005153499],"category_scores_gemma":[0.000027847429,0.00018518511,0.00007437253,0.00016517016,0.00004702497,0.00012916807,0.000057823345,0.000133056,6.246003e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023939283,0.000008458068,0.00034101217,0.0016560627,0.00008800034,1.7083157e-7,0.000031563963,0.936445,0.038600046,0.019326452,0.00026822387,0.0032110563],"study_design_scores_gemma":[0.0005038587,0.000026771975,0.002647133,0.00040357065,0.000052392046,0.0000052417686,0.000067416666,0.9281863,0.06579959,0.00042786085,0.0016316421,0.00024821173],"about_ca_topic_score_codex":0.0000022749552,"about_ca_topic_score_gemma":0.0000033172014,"teacher_disagreement_score":0.027199542,"about_ca_system_score_codex":0.00015983178,"about_ca_system_score_gemma":0.0000029925766,"threshold_uncertainty_score":0.75516295},"labels":[],"label_agreement":null},{"id":"W4409799955","doi":"10.11159/icgre25.162","title":"Improving the Mechanical Properties of Dune Sand for Construction Purposes by Using Nanosilica and Portland Cement as Additives","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Portland cement; Cement; Geotechnical engineering; Materials science; Composite material; Geology","score_opus":0.004407405721608301,"score_gpt":0.17236661077331214,"score_spread":0.16795920505170384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799955","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99784654,0.0008565545,0.00039884125,0.000054395154,0.00026435716,0.00043041166,0.00003813782,0.000052711388,0.00005802053],"genre_scores_gemma":[0.99940234,0.00013881155,0.00032495437,0.000008991837,0.000014965507,0.000035091176,0.0000030775368,0.000019810755,0.000051971514],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999275,0.000002505907,0.0002547148,0.00017425902,0.0001286989,0.00016476517],"domain_scores_gemma":[0.9997582,0.0000450464,0.000071689625,0.00007683424,0.000013559584,0.000034674635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000072887764,0.00018734236,0.00020953371,0.00006854023,0.00011164378,0.00003352287,0.00011623166,0.00005673711,0.0000036432343],"category_scores_gemma":[0.00004633657,0.0001272115,0.000042996176,0.00010326059,0.00014899235,0.00010549746,0.00008152599,0.00012530819,2.2077051e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029854325,0.0000075120925,0.00018439602,0.0006367509,0.00006626687,4.1088896e-8,0.000051843926,0.028310224,0.9655133,0.0021746794,0.00003922138,0.002985914],"study_design_scores_gemma":[0.00041257875,0.00005544033,0.00069353596,0.00040893242,0.00007629335,0.000008913662,0.00021942056,0.29465163,0.7027346,0.00016828139,0.0003848434,0.00018553203],"about_ca_topic_score_codex":0.0000112630005,"about_ca_topic_score_gemma":0.0000020661375,"teacher_disagreement_score":0.26634142,"about_ca_system_score_codex":0.000041864005,"about_ca_system_score_gemma":0.0000037200366,"threshold_uncertainty_score":0.51875347},"labels":[],"label_agreement":null},{"id":"W4409800007","doi":"10.11159/icgre25.160","title":"Comparison of Soil Properties obtained from In-Situ Tests and Laboratory: Case Study of shallow Foundation","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Foundation (evidence); Shallow foundation; In situ; Geotechnical engineering; Computer science; Geology; Physics; Bearing capacity","score_opus":0.008278571609299356,"score_gpt":0.21262131384633204,"score_spread":0.2043427422370327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409800007","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991566,0.0003093287,0.000013763303,0.0000111448035,0.00015108808,0.00024289406,0.0000074137174,0.000042734813,0.00006505828],"genre_scores_gemma":[0.9998537,0.000028306342,0.00006494449,0.0000017946458,0.000006698277,0.000013248313,0.0000018191201,0.000016259026,0.000013275119],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99925196,0.000003878688,0.0003348934,0.00015797868,0.00013430972,0.00011700518],"domain_scores_gemma":[0.9997497,0.000044677246,0.00007149914,0.00009112701,0.000014498173,0.000028494473],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006255134,0.00016959489,0.00030167762,0.00015046212,0.00003471419,0.00001705726,0.00010374348,0.000049084614,0.0000020764471],"category_scores_gemma":[0.000032135496,0.00014092661,0.000022436929,0.00022660274,0.000065004286,0.00011740796,0.00007630065,0.0001532952,4.2694182e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031147883,0.00008395363,0.11385894,0.00076150947,0.00009109746,0.0000018453445,0.0012587459,0.6011816,0.28099787,0.00025975608,0.000006665921,0.0014668223],"study_design_scores_gemma":[0.0012843002,0.00014757647,0.25210097,0.0007668052,0.000088096655,0.000006147151,0.0037388352,0.6272046,0.11423418,0.000084708896,0.000026409984,0.00031736243],"about_ca_topic_score_codex":0.00007747755,"about_ca_topic_score_gemma":0.00028237276,"teacher_disagreement_score":0.1667637,"about_ca_system_score_codex":0.000046801717,"about_ca_system_score_gemma":0.0000029006649,"threshold_uncertainty_score":0.574682},"labels":[],"label_agreement":null},{"id":"W4410079473","doi":"10.1680/jenge.24.00103","title":"Material recovery from waste rubber tyres and their geoenvironmental utilisation: a review","year":2025,"lang":"en","type":"review","venue":"Environmental Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Natural rubber; Waste management; Environmental science; Civil engineering; Waste material; Engineering; Forensic engineering; Materials science; Composite material","score_opus":0.00752605297391223,"score_gpt":0.1957109330482182,"score_spread":0.18818488007430598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410079473","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0002481068,0.9956857,0.00053546025,0.000011199909,0.00048503486,0.00095471746,0.0014273729,0.00043472258,0.00021766144],"genre_scores_gemma":[0.00029657126,0.9967166,0.000104236984,0.00004357112,0.000129213,0.00021099208,0.0021786592,0.00012012859,0.00019998239],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99806595,0.00007024793,0.00074141275,0.0005610805,0.00020844833,0.00035284844],"domain_scores_gemma":[0.9989631,0.00013488282,0.00011536574,0.0006705414,0.0000016232316,0.000114490846],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00015731805,0.00074661494,0.0013478949,0.000116274176,0.00007927329,0.000046522364,0.0003115327,0.00060255016,0.00043792126],"category_scores_gemma":[0.000022853515,0.0006704309,0.0003388502,0.0001572694,0.0001036249,0.0001246938,0.00029784295,0.00054539467,0.000069732625],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000022754116,0.00003782407,3.0408256e-7,0.020681549,0.00015834553,0.0000053890208,0.000022064422,0.0039899815,0.000021146461,0.000006071703,0.0009772206,0.97409785],"study_design_scores_gemma":[0.00010386024,0.00003154046,0.0000051728857,0.019902987,0.00045936566,0.000019505993,0.00002726108,0.0016976828,0.00002811216,0.000073822055,0.9769585,0.0006921758],"about_ca_topic_score_codex":0.0000071613376,"about_ca_topic_score_gemma":0.0000010142712,"teacher_disagreement_score":0.9759813,"about_ca_system_score_codex":0.00036035146,"about_ca_system_score_gemma":0.000016396121,"threshold_uncertainty_score":0.99957466},"labels":[],"label_agreement":null},{"id":"W4410328817","doi":"10.1007/s10706-025-03141-y","title":"Experimental Investigation on Soft Clay Reinforced with Stone Columns","year":2025,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; WSP (Canada)","funders":"","keywords":"Geotechnical engineering; Hydrogeology; Geology; Clay minerals; Materials science; Mineralogy","score_opus":0.008299476899231814,"score_gpt":0.19125293297690635,"score_spread":0.18295345607767455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410328817","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8207836,0.0003424727,0.17463101,0.00026251507,0.00014233378,0.00031595884,0.0000031544298,0.0022938626,0.0012250707],"genre_scores_gemma":[0.99875844,0.000026028749,0.0007589601,0.00012833872,0.000030707593,0.00009428063,0.00001318219,0.0000223167,0.00016776021],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99891996,0.000009854586,0.0002686461,0.0002902153,0.00016145913,0.0003498874],"domain_scores_gemma":[0.9994659,0.00012750676,0.00001639824,0.00022097833,0.000025997162,0.00014321278],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010456947,0.0002641728,0.00027362842,0.00012694004,0.00007476317,0.000037282065,0.00012944643,0.00029108385,0.000022384962],"category_scores_gemma":[0.00011230741,0.00021820178,0.000044469707,0.00039386563,0.000099561374,0.000078349454,0.000061626146,0.00044604257,0.0000084219455],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018158677,0.000012310166,0.000015363317,0.00005253544,0.000017789018,0.000005535635,0.000013941095,0.9741684,0.014818602,0.010026924,0.00006446711,0.00078592723],"study_design_scores_gemma":[0.00050455035,0.00026163668,0.0033197987,0.00013334065,0.00001550706,0.000011417241,0.000013923751,0.9776008,0.015533766,0.00017549474,0.0020868876,0.00034287924],"about_ca_topic_score_codex":0.000008233015,"about_ca_topic_score_gemma":5.256003e-7,"teacher_disagreement_score":0.1779748,"about_ca_system_score_codex":0.00006479818,"about_ca_system_score_gemma":0.000009732639,"threshold_uncertainty_score":0.889801},"labels":[],"label_agreement":null},{"id":"W4410362669","doi":"10.3390/app15105492","title":"Shear Resistance Evolution of Geogrid Reinforced Expansive Soil Under Freeze–Thaw Cycles","year":2025,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Terrafix Geosynthetics (Canada)","funders":"National Natural Science Foundation of China","keywords":"Geogrid; Geotechnical engineering; Expansive clay; Materials science; Shear (geology); Geology; Composite material; Reinforcement; Soil water; Soil science","score_opus":0.005881312405815565,"score_gpt":0.20433927583271616,"score_spread":0.19845796342690059,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410362669","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56797266,0.0009643091,0.3503915,0.0002171918,0.00042667933,0.00027627256,0.000009423294,0.0006965525,0.079045385],"genre_scores_gemma":[0.9989787,0.000027874752,0.00075066887,0.000019641733,0.000014670152,0.000020355837,0.0000022416075,0.000005877167,0.00018001639],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999236,0.000005598144,0.0002065866,0.00016445709,0.00019658283,0.00019078272],"domain_scores_gemma":[0.9996768,0.00006811193,0.00002528956,0.00016638383,0.00003407395,0.0000293332],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020325332,0.00009566679,0.00013236699,0.0001226798,0.00009803912,0.000020969168,0.00020219487,0.000073745825,0.000009680028],"category_scores_gemma":[0.000031960575,0.000090770176,0.00003147197,0.00069905183,0.00018959072,0.00007681233,0.000027135311,0.00008382977,0.000005533745],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000029066107,0.0000026305015,0.00003567529,0.000048847214,0.0000051564075,6.781208e-8,0.000046402518,0.8612753,0.019079152,0.11896986,0.00029718762,0.0002368098],"study_design_scores_gemma":[0.0012092834,0.00010368274,0.04847193,0.0004742023,0.000068216046,0.0000013139108,0.004052909,0.6874152,0.19121504,0.06326604,0.00263209,0.0010901343],"about_ca_topic_score_codex":0.000063914435,"about_ca_topic_score_gemma":0.000059858212,"teacher_disagreement_score":0.43100598,"about_ca_system_score_codex":0.000050740604,"about_ca_system_score_gemma":0.00004008522,"threshold_uncertainty_score":0.37015003},"labels":[],"label_agreement":null},{"id":"W4410515038","doi":"10.18280/ijdne.200402","title":"Effect of Recycled Asphalt Pavement on Suction and Collapse Potential of Collapsible Soils","year":2025,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Asphalt; Geotechnical engineering; Suction; Soil water; Environmental science; Asphalt pavement; Engineering; Forensic engineering; Materials science; Composite material; Soil science; Mechanical engineering","score_opus":0.0030645327954816194,"score_gpt":0.2232793276973807,"score_spread":0.2202147949018991,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410515038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8567918,0.001115843,0.14038436,0.00013094806,0.0012406589,0.00011120685,0.000011865409,0.000018862123,0.0001944591],"genre_scores_gemma":[0.9986016,0.00084578566,0.0004649694,0.000013851659,0.00003646775,0.0000014704545,0.0000035817995,0.000007144103,0.000025142086],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993251,0.000040645362,0.00031056997,0.000063086714,0.00019626507,0.000064329],"domain_scores_gemma":[0.9994387,0.00019560724,0.00010503001,0.000051132498,0.00018038771,0.00002914257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043278,0.00008704301,0.00019084635,0.00023771574,0.000014234048,0.000014553024,0.000089270834,0.00014004478,0.000002502119],"category_scores_gemma":[0.00011038316,0.0000761937,0.000048245332,0.00012224322,0.000020819214,0.00006467079,0.000014957819,0.00018899995,6.845718e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00050587696,0.00004484346,0.00017274199,0.00017239955,0.00026732186,0.000008917232,0.00003147557,0.9632222,0.016183164,0.0018400706,0.0002029448,0.017348018],"study_design_scores_gemma":[0.001910094,0.0009166981,0.0022400704,0.0004946581,0.000116771844,0.000047551206,0.00002061803,0.9562426,0.03587797,0.0017625025,0.00024267474,0.00012776308],"about_ca_topic_score_codex":0.0000035048254,"about_ca_topic_score_gemma":0.0000022773086,"teacher_disagreement_score":0.14180979,"about_ca_system_score_codex":0.000057470123,"about_ca_system_score_gemma":0.000019295263,"threshold_uncertainty_score":0.31070885},"labels":[],"label_agreement":null},{"id":"W4410635883","doi":"10.1139/cgj-2024-0692","title":"Field evaluation of geocell parameters for enhancing performance of unpaved roads","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Field (mathematics); Environmental science; Engineering; Civil engineering; Geology; Mathematics","score_opus":0.011914557965981306,"score_gpt":0.22621477766817896,"score_spread":0.21430021970219765,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410635883","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8292382,0.00037228665,0.16887118,0.00015621184,0.0003975332,0.00029154075,0.000008687517,0.00005526879,0.0006091387],"genre_scores_gemma":[0.9990949,0.000053659336,0.00074841507,0.00003116777,0.000020048781,0.000016683372,0.000003851052,0.0000114460845,0.000019837253],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99904776,0.000019420591,0.0004249183,0.000086336826,0.0001857501,0.00023583855],"domain_scores_gemma":[0.9992626,0.00012756788,0.0000521389,0.00016308055,0.0002601624,0.0001344878],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008656648,0.000095631956,0.00019739881,0.00027417802,0.000048991613,0.000011176662,0.00016562702,0.00017636637,0.000024205021],"category_scores_gemma":[0.0005348789,0.000099802215,0.00009535813,0.00027911694,0.000025856996,0.000057831017,0.000007971625,0.00024961343,5.7300963e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007849443,0.0000054387165,0.000058213063,0.0001135429,0.000022892827,2.3916058e-7,0.00001573443,0.97085845,0.002786622,0.0001348459,0.00028868052,0.025707506],"study_design_scores_gemma":[0.00034315456,0.00010868054,0.00080654846,0.00020144062,0.00006468366,0.000004827686,0.00001943411,0.97208554,0.02476825,0.0005540525,0.00094539876,0.000097966375],"about_ca_topic_score_codex":0.0005175754,"about_ca_topic_score_gemma":0.001055041,"teacher_disagreement_score":0.16985673,"about_ca_system_score_codex":0.00022707797,"about_ca_system_score_gemma":0.00028879452,"threshold_uncertainty_score":0.40698162},"labels":[],"label_agreement":null},{"id":"W4410875974","doi":"10.1016/j.soildyn.2025.109541","title":"Seismic behaviour of U-shaped retaining walls in non-liquefiable and liquefiable soils","year":2025,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Geology; Liquefaction; Soil water; Soil science","score_opus":0.002987554160163928,"score_gpt":0.18175011454909829,"score_spread":0.17876256038893434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410875974","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9192195,0.0004956476,0.079138845,0.000034485136,0.00015738425,0.00013576825,0.00000778074,0.00020403138,0.0006065762],"genre_scores_gemma":[0.9988887,0.00033483934,0.00058048003,0.000008242504,0.000012124668,0.000016022288,0.000015091249,0.00003857521,0.000105981504],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99892336,0.000006739839,0.0003936091,0.00022090616,0.000091767644,0.0003636418],"domain_scores_gemma":[0.99957186,0.000088062996,0.000026641028,0.00018205927,0.000032407315,0.00009894758],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00034430792,0.00022246595,0.00033827242,0.00029457704,0.00003317529,0.000034801284,0.00008409243,0.00019352722,0.0000028220954],"category_scores_gemma":[0.00007811142,0.00026122233,0.000040637275,0.00039195805,0.00002574672,0.000112664056,0.00005486678,0.00031122714,4.9718085e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000042605216,0.000010981758,0.0027251772,0.00042076106,0.000019073186,0.0000036746976,0.00011372622,0.9891514,0.0012213535,0.0014525698,0.0000028700535,0.004874135],"study_design_scores_gemma":[0.00032533208,0.000025121424,0.07700115,0.00029737162,0.000015045307,0.000004293211,0.00006181504,0.92164004,0.00025741488,0.00013251389,0.000029515186,0.0002103748],"about_ca_topic_score_codex":0.00015730961,"about_ca_topic_score_gemma":0.00015521455,"teacher_disagreement_score":0.07966916,"about_ca_system_score_codex":0.00006727964,"about_ca_system_score_gemma":0.000021134956,"threshold_uncertainty_score":0.999984},"labels":[],"label_agreement":null},{"id":"W4410904271","doi":"10.18280/acsm.490211","title":"Optimization of Bearing Capacity of Sandy Soil Using Geosynthetic: An Experimental Study on Sand Types and Reinforcement Material Variations","year":2025,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Reinforcement; Geotechnical engineering; Bearing capacity; Bearing (navigation); Geology; Geosynthetics; Environmental science; Soil science; Materials science; Composite material; Computer science; Artificial intelligence","score_opus":0.03269070607759609,"score_gpt":0.2712417491015188,"score_spread":0.23855104302392274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410904271","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9061799,0.000019721458,0.09317839,0.0000025887873,0.00008869965,0.000120284465,0.000004994329,0.000048179994,0.00035722557],"genre_scores_gemma":[0.99622023,0.000012232995,0.0037390993,0.000002959662,0.000008899796,0.000005305579,0.0000021884298,0.000006752688,0.000002349067],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99937344,0.000015871332,0.00020001676,0.0001286521,0.00014280927,0.00013919502],"domain_scores_gemma":[0.9997108,0.000019347186,0.00003425427,0.00014698466,0.000046362762,0.000042262764],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028809582,0.000085047504,0.00012446441,0.00016421264,0.00010595049,0.00003813928,0.000104600964,0.000033505352,0.000010233248],"category_scores_gemma":[0.00006594674,0.000083861836,0.000015650134,0.00026552303,0.00016282097,0.00017188149,0.00003552282,0.0000421969,1.6116785e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000867958,0.000071744566,0.00019660134,0.000038200888,0.0000075495645,1.1125231e-7,0.00089697656,0.9036467,0.09435811,0.00058359717,3.0797509e-7,0.00019141923],"study_design_scores_gemma":[0.00015282731,0.00014086398,0.0046289815,0.00006182452,0.00001476571,0.0000010161308,0.00033947622,0.870112,0.12437949,0.00009789898,0.0000010009636,0.00006983229],"about_ca_topic_score_codex":0.000073728515,"about_ca_topic_score_gemma":0.000004108526,"teacher_disagreement_score":0.0900403,"about_ca_system_score_codex":0.00006291101,"about_ca_system_score_gemma":0.000035102177,"threshold_uncertainty_score":0.34197864},"labels":[],"label_agreement":null},{"id":"W4411146486","doi":"10.1520/gtj20240067","title":"Peak Friction Angle of Sand at a Wide Range of Effective Stresses from Drained Direct Shear, Triaxial, and Plane-Strain Tests for the Design of Retaining Structures","year":2025,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Triaxial shear test; Friction angle; Shear (geology); Geology; Direct shear test; Plane stress; Shear stress; Retaining wall; Range (aeronautics); Materials science; Composite material; Engineering; Structural engineering; Finite element method; Petrology","score_opus":0.022826723816063092,"score_gpt":0.24447690816387094,"score_spread":0.22165018434780784,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411146486","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4364317,0.0022435016,0.5601928,0.000047568818,0.0001417432,0.0005919339,0.000098423516,0.00016170024,0.00009061864],"genre_scores_gemma":[0.9928089,0.00009039438,0.0070070317,0.0000035560747,0.00004477678,0.000020242167,0.0000048018314,0.000017924802,0.000002415054],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99894255,0.00007869133,0.00050157256,0.00013752724,0.00016297167,0.00017670778],"domain_scores_gemma":[0.9923799,0.0071173087,0.00017072358,0.00015670824,0.00013106056,0.00004430506],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007530055,0.00015024237,0.000383044,0.00011284618,0.00011271081,0.000017328935,0.00014037453,0.0001522685,0.0000041560484],"category_scores_gemma":[0.006853906,0.00011330057,0.00008011928,0.00031614056,0.00011484155,0.000048928276,0.00004135042,0.00028095138,3.1560344e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012650256,0.00001729419,0.0007453968,0.00017787536,0.00009416518,0.0000011193782,0.00009896216,0.90831983,0.07473582,0.000045756395,0.00007297817,0.015564273],"study_design_scores_gemma":[0.0024133404,0.0006963665,0.09049268,0.0013002794,0.00034070594,0.000029436409,0.000083441846,0.85963064,0.037358414,0.0072854864,0.00009248925,0.00027671357],"about_ca_topic_score_codex":0.00004207754,"about_ca_topic_score_gemma":0.0000027541919,"teacher_disagreement_score":0.5563772,"about_ca_system_score_codex":0.000047334317,"about_ca_system_score_gemma":0.000029209588,"threshold_uncertainty_score":0.82052606},"labels":[],"label_agreement":null},{"id":"W4411265388","doi":"10.1139/cgj-2024-0715","title":"A novel biopolymer-amended bentonite-based capillary barrier: performance evaluation against rainfall-induced landslides","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bentonite; Biopolymer; Landslide; Geotechnical engineering; Capillary action; Geology; Montmorillonite; Environmental science; Materials science; Composite material; Polymer","score_opus":0.0121551544999001,"score_gpt":0.21849794828041505,"score_spread":0.20634279378051495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411265388","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9196394,0.0013242663,0.070748724,0.0015159493,0.001432446,0.00065306557,0.000045280733,0.000819029,0.0038218491],"genre_scores_gemma":[0.9988911,0.000108166794,0.0003108394,0.0004247276,0.000102497135,0.000039856757,0.00004311337,0.00003876077,0.000040898638],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99825656,0.000037235448,0.0004850852,0.00022698988,0.00038049635,0.0006136428],"domain_scores_gemma":[0.9987439,0.000065418346,0.000048219623,0.00033179563,0.00020563231,0.0006050478],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00075023697,0.00026497783,0.00026302872,0.0006866491,0.0002903049,0.000133595,0.00033482286,0.0003664851,0.00008684168],"category_scores_gemma":[0.0003180845,0.0002738749,0.00013335318,0.0007116812,0.00004854779,0.00014834353,0.00001944775,0.0008122516,0.000012356133],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006381188,0.000015637004,0.00008918444,0.00003840618,0.000041597348,0.000008606322,0.000018959856,0.9346796,0.023572078,0.00008584328,0.00045561063,0.040988073],"study_design_scores_gemma":[0.00091404404,0.000048515252,0.0020395296,0.0001974241,0.000050548246,0.00002750769,0.00002548045,0.981222,0.0051718224,0.000067094516,0.0099113295,0.00032473155],"about_ca_topic_score_codex":0.00054404,"about_ca_topic_score_gemma":0.0012306327,"teacher_disagreement_score":0.07925175,"about_ca_system_score_codex":0.0010034594,"about_ca_system_score_gemma":0.0009237461,"threshold_uncertainty_score":0.99997133},"labels":[],"label_agreement":null},{"id":"W4411609120","doi":"10.1139/cgj-2024-0286","title":"Use of rigid inclusions for foundations of container yards","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Yard; Container (type theory); Geotechnical engineering; Forensic engineering; Engineering; Geology; Civil engineering; Mechanical engineering","score_opus":0.016779307757163787,"score_gpt":0.23947978443309978,"score_spread":0.22270047667593598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411609120","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.045014817,0.00025066786,0.9516661,0.0010583423,0.00056575355,0.0003755459,0.00017522763,0.0001460097,0.00074753293],"genre_scores_gemma":[0.9977743,0.000052578886,0.001941957,0.000053996893,0.000029058934,0.000012954846,0.000013316529,0.000015457219,0.000106354004],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991639,0.000012095401,0.00042214172,0.00007693843,0.00009748883,0.00022739443],"domain_scores_gemma":[0.9991647,0.000172942,0.00004143842,0.00018447055,0.00022866079,0.00020776072],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020754771,0.00009512614,0.00021110177,0.00035602658,0.00009953742,0.00002133564,0.00016827472,0.00016715412,0.000032287648],"category_scores_gemma":[0.0006486149,0.00009535559,0.00012619515,0.00036463415,0.000061734994,0.000086014814,0.000020092084,0.00025203958,6.8378273e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000048329357,0.000013466805,0.000051355837,0.000059871996,0.000043612166,0.0000014616604,0.000015512333,0.97539335,0.002028133,0.013117153,0.003914122,0.0053570964],"study_design_scores_gemma":[0.0005541289,0.00009505984,0.0031686907,0.00027227748,0.000089834386,0.000022877424,0.000028662926,0.7411474,0.0012749807,0.006173502,0.24693178,0.00024082436],"about_ca_topic_score_codex":0.001652852,"about_ca_topic_score_gemma":0.0024167364,"teacher_disagreement_score":0.9527595,"about_ca_system_score_codex":0.00020515297,"about_ca_system_score_gemma":0.00030055584,"threshold_uncertainty_score":0.38884878},"labels":[],"label_agreement":null},{"id":"W4411706895","doi":"10.18280/ijdne.200505","title":"Seismic Response of Pile Group Foundations Under Multi-Story Buildings in Sandy Soil: Shaking Table Investigation","year":2025,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"University of Diyala; Al-Nahrain University","keywords":"Pile; Earthquake shaking table; Group (periodic table); Engineering; Geotechnical engineering; Table (database); Structural engineering; Geology; Forensic engineering; Computer science; Physics","score_opus":0.01086441416027314,"score_gpt":0.24574263166091878,"score_spread":0.23487821750064564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411706895","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48022467,0.00045179215,0.5185952,0.0001860585,0.00044604205,0.00004937226,0.000004401605,0.000021137012,0.000021322572],"genre_scores_gemma":[0.9931821,0.00021075786,0.0064542983,0.00006654933,0.000030512732,0.0000026990424,0.000009226469,0.00001251786,0.00003129413],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992287,0.000052224357,0.00036973966,0.00008533346,0.0001662129,0.000097762204],"domain_scores_gemma":[0.9993178,0.00029071583,0.00010915874,0.00006361367,0.00018428045,0.000034380457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000675771,0.00009800867,0.00015595903,0.00050636154,0.00002770932,0.000034437388,0.00016432033,0.00018066574,0.0000029621176],"category_scores_gemma":[0.00029802043,0.000101337384,0.00004256789,0.00026854643,0.000032432014,0.00024333812,0.00002245732,0.00048745435,2.6394332e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000087052125,0.00002595434,0.0008950354,0.00002649265,0.00005612879,0.0000031755033,0.000097937605,0.98316914,0.013355732,0.0014336252,0.0000844915,0.00076521054],"study_design_scores_gemma":[0.0006601657,0.000038385882,0.01606988,0.00026076988,0.000018664365,0.000017530832,0.0000744865,0.9791036,0.00069135264,0.0026077735,0.00036387972,0.00009346433],"about_ca_topic_score_codex":0.0000113077485,"about_ca_topic_score_gemma":0.000033147255,"teacher_disagreement_score":0.51295745,"about_ca_system_score_codex":0.00021062586,"about_ca_system_score_gemma":0.00006362768,"threshold_uncertainty_score":0.41324186},"labels":[],"label_agreement":null},{"id":"W4411722459","doi":"10.1007/s10706-025-03225-9","title":"Cyclic Response and Bending Behavior of Lattice-Shaped Diaphragm Wall Foundations for Cross-Sea Bridges: A Follow-Up Laboratory Study","year":2025,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Structural engineering; Bending; Lattice (music); Diaphragm (acoustics); Hydrogeology; Geology; Engineering; Materials science; Geotechnical engineering; Physics","score_opus":0.014987542347462746,"score_gpt":0.2682431348274407,"score_spread":0.253255592479978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411722459","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9238853,0.00043287952,0.073977746,0.000083955594,0.00017421116,0.0006901564,0.0000380127,0.00070504256,0.000012737925],"genre_scores_gemma":[0.99860865,0.0000719846,0.000801527,0.00001958012,0.000023388026,0.0003771186,0.00001526185,0.000029193721,0.000053313262],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985337,0.000032407883,0.0005232132,0.00037786184,0.00014396064,0.00038882246],"domain_scores_gemma":[0.99869674,0.00076586823,0.00003660644,0.0002704397,0.00009425825,0.00013605738],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00052747986,0.00028104204,0.00044498008,0.00021340538,0.00011721745,0.00005876804,0.00017061127,0.000313929,0.000009115609],"category_scores_gemma":[0.0011822764,0.00026796001,0.00008967368,0.00044671353,0.00010691239,0.0001159607,0.00013256984,0.0003395243,9.857066e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028564472,0.00031790766,0.013921892,0.00064445584,0.00014590229,0.000014238087,0.00016388328,0.95526016,0.020177016,0.0054122256,0.000026475016,0.003630225],"study_design_scores_gemma":[0.0013215333,0.00027556083,0.3900668,0.00007795265,0.00011159941,0.0000043926416,0.000043583066,0.6059286,0.00035105064,0.00018142603,0.0012974109,0.00034007066],"about_ca_topic_score_codex":0.000021442675,"about_ca_topic_score_gemma":0.0000073957076,"teacher_disagreement_score":0.37614492,"about_ca_system_score_codex":0.000050980358,"about_ca_system_score_gemma":0.000016711207,"threshold_uncertainty_score":0.99997723},"labels":[],"label_agreement":null},{"id":"W4411791777","doi":"10.1139/cgj-2025-0049","title":"A generalized iterative solution for seismic analysis of retaining wall subjected to coupled tensile shear failure","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Structural engineering; Ultimate tensile strength; Shear (geology); Geology; Seismic loading; Retaining wall; Materials science; Engineering; Composite material","score_opus":0.008162595884895915,"score_gpt":0.21815791642384705,"score_spread":0.20999532053895115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411791777","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19493224,0.00016231718,0.80318844,0.0010344936,0.00012670457,0.0002938702,0.000051403716,0.00016913074,0.000041393654],"genre_scores_gemma":[0.99584675,0.00001802879,0.0036386764,0.00026593445,0.000035562054,0.00003647264,0.00005320404,0.000024158397,0.000081196995],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986983,0.000029280085,0.0004964167,0.0001909537,0.00014211964,0.0004429093],"domain_scores_gemma":[0.9989429,0.000087091714,0.0000466766,0.00021305896,0.00031623634,0.0003940222],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003635744,0.00016383619,0.00044285433,0.00100608,0.00014941396,0.00007457529,0.0002035535,0.00025465674,0.000039805407],"category_scores_gemma":[0.00042098036,0.00018134207,0.00024489066,0.0018629264,0.000030047227,0.00006792869,0.0000151752765,0.00036637567,0.0000015427343],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011966566,0.000006166482,0.000030533465,0.000022841,0.0003315379,0.0000050224075,0.00007150441,0.9904596,0.005404516,0.00020890754,0.0018033066,0.0016440606],"study_design_scores_gemma":[0.00034092966,0.000050888037,0.001716422,0.0000817417,0.00032800715,0.000009251923,0.000022431832,0.98816234,0.000273681,0.00017206762,0.008666205,0.00017605087],"about_ca_topic_score_codex":0.0039014935,"about_ca_topic_score_gemma":0.01180905,"teacher_disagreement_score":0.8009145,"about_ca_system_score_codex":0.00053761154,"about_ca_system_score_gemma":0.00021548507,"threshold_uncertainty_score":0.7394915},"labels":[],"label_agreement":null},{"id":"W4412019520","doi":"10.1007/s40891-025-00646-7","title":"Effect of Gradation, Size, and Shape of Particles on Quartz Sand–Geotextile Interface Properties","year":2025,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Gradation; Quartz; Geotextile; Geotechnical engineering; Materials science; Composite material; Geology; Computer science","score_opus":0.003720468583622045,"score_gpt":0.2093932231842596,"score_spread":0.20567275460063755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412019520","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9850392,0.0011918424,0.0132168485,0.00008656817,0.00033725848,0.000047295358,0.000004191716,0.000022076074,0.00005474234],"genre_scores_gemma":[0.99932694,0.0004105619,0.00021380752,0.0000030159827,0.000024434126,0.0000017289393,4.8770875e-7,0.000010436558,0.000008610067],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933356,0.000012255564,0.00035279486,0.000061538565,0.00015975807,0.00008007953],"domain_scores_gemma":[0.9994662,0.00025485607,0.00006325419,0.000062159794,0.000120271805,0.000033258577],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024562454,0.00010495834,0.00020409824,0.00014343363,0.000011522865,0.000024609353,0.000104537554,0.00004809055,0.0000043125765],"category_scores_gemma":[0.00027922355,0.00008713029,0.000044112316,0.000076908116,0.00003317729,0.00008247296,0.000024992347,0.0001119476,1.6271485e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000085131425,0.000032306616,0.00018311827,0.00043096291,0.00018399551,0.0000019731722,0.00022880381,0.8787376,0.0745625,0.0017005501,0.000012362207,0.043840665],"study_design_scores_gemma":[0.0006962489,0.00042336527,0.0038415948,0.0012676417,0.000057979556,0.000025349105,0.000051609266,0.83732265,0.15532209,0.00028383126,0.00056442857,0.00014320563],"about_ca_topic_score_codex":0.000006503224,"about_ca_topic_score_gemma":6.9604516e-7,"teacher_disagreement_score":0.08075959,"about_ca_system_score_codex":0.00002356627,"about_ca_system_score_gemma":0.000008038544,"threshold_uncertainty_score":0.355307},"labels":[],"label_agreement":null},{"id":"W4412456791","doi":"10.1016/j.sandf.2025.101635","title":"Behaviour of a sandy silt gold tailings under drained simple shear loading in a torsional shear hollow cylinder apparatus","year":2025,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada)","funders":"","keywords":"Geotechnical engineering; Silt; Geology; Tailings; Simple shear; Shear (geology); Direct shear test; Materials science; Geomorphology; Petrology; Metallurgy","score_opus":0.010889059369397455,"score_gpt":0.24725973624382463,"score_spread":0.23637067687442717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412456791","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9402181,0.0003112161,0.05566453,0.00019702088,0.00018624713,0.00020756136,0.000015350479,0.00017946133,0.0030205525],"genre_scores_gemma":[0.999209,0.000033614604,0.00044913575,0.000023701936,0.000017712226,0.000024287468,0.000050043414,0.0000138362675,0.00017866069],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992887,0.000011349305,0.00026844165,0.00015243329,0.000097306176,0.00018178728],"domain_scores_gemma":[0.9996821,0.00007522379,0.000018645322,0.00013338617,0.000040887844,0.000049723774],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011788642,0.00011421702,0.00017203909,0.00017485926,0.00005786742,0.000036215275,0.000060618386,0.000113772374,0.00004833386],"category_scores_gemma":[0.000058815087,0.00012109585,0.000046413545,0.00042009182,0.000042685915,0.00010177055,0.000026032627,0.0001598773,0.0000037231607],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009786172,0.00008854107,0.0018729697,0.00014601939,0.00003568828,0.0000012125034,0.0004094836,0.9715726,0.00399772,0.019580776,0.00035236587,0.0019328321],"study_design_scores_gemma":[0.0017638928,0.000078088124,0.060291924,0.00026552172,0.00007938826,0.0000039312467,0.00083129073,0.91996497,0.00081312534,0.011877117,0.0035131802,0.000517559],"about_ca_topic_score_codex":0.00016132675,"about_ca_topic_score_gemma":0.00009360481,"teacher_disagreement_score":0.058990944,"about_ca_system_score_codex":0.000049272912,"about_ca_system_score_gemma":0.000036668876,"threshold_uncertainty_score":0.49381453},"labels":[],"label_agreement":null},{"id":"W4412754683","doi":"10.11159/iccste25.285","title":"Comparison of the Influence of Different Soil-Structure Interaction Models in a Five-Story Building on Soft Soil","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Computer science; Environmental science; Soil science; Geotechnical engineering; Geology","score_opus":0.010671178766337004,"score_gpt":0.23543295531138897,"score_spread":0.22476177654505197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754683","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987237,0.000021189955,0.00048534313,0.00012383556,0.00030380988,0.00013346966,0.000025892541,0.000035885063,0.00014689735],"genre_scores_gemma":[0.99988955,0.000016050733,0.000047587917,0.0000066688995,0.000008943429,0.000008753818,0.0000039191764,0.000009455625,0.0000090761405],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99914646,0.0000029828088,0.0003739771,0.00013507507,0.00024376852,0.00009775246],"domain_scores_gemma":[0.9995974,0.00005143824,0.00011957458,0.00006781158,0.0001455996,0.000018190216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000049084298,0.000154069,0.00021528656,0.00015460038,0.000027565371,0.000012939347,0.00026574102,0.000075971424,0.0000035783337],"category_scores_gemma":[0.000054570537,0.00010901094,0.00006358545,0.00019781158,0.00004014248,0.00015264988,0.00001538117,0.0003114145,2.3306685e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021433516,0.000008163731,0.0040200944,0.0002528641,0.000024079429,2.4403173e-8,0.0004335075,0.84623945,0.111879006,0.036822565,0.0000018048627,0.00029700424],"study_design_scores_gemma":[0.00019959266,0.000019302985,0.18483116,0.00082289777,0.000014187542,3.4753322e-7,0.00010597124,0.7369508,0.07423153,0.002736566,0.00000329123,0.00008435884],"about_ca_topic_score_codex":0.000030927644,"about_ca_topic_score_gemma":0.00007211675,"teacher_disagreement_score":0.18081106,"about_ca_system_score_codex":0.000056853234,"about_ca_system_score_gemma":0.000010642886,"threshold_uncertainty_score":0.44453374},"labels":[],"label_agreement":null},{"id":"W4412754870","doi":"10.11159/iccste25.178","title":"Evaluation of the physical and mechanical properties of concrete with steel fibers from recycled tires for applications in coastal areas","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Composite material","score_opus":0.015458507120375867,"score_gpt":0.22065818317798094,"score_spread":0.20519967605760508,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754870","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984961,0.00003469273,0.0009286953,0.000082438215,0.000048002854,0.00027172052,0.000053469772,0.000017145165,0.00006772039],"genre_scores_gemma":[0.9997724,0.000010910352,0.0001327677,0.0000018905587,0.0000069335074,0.000058315334,0.000007538043,0.0000059331087,0.0000032604892],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994491,0.0000021913722,0.0001809459,0.00009486514,0.00022131111,0.000051638424],"domain_scores_gemma":[0.99961627,0.00003352297,0.000054779004,0.000038386508,0.0002455024,0.000011524591],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007732694,0.00008355322,0.00012325704,0.000045417066,0.000016977363,0.000008756494,0.00010861568,0.000033827833,0.0000011253908],"category_scores_gemma":[0.000038142865,0.000053065447,0.000028809587,0.00010807501,0.00004108002,0.00006721351,0.0000070997908,0.00006762269,3.982896e-9],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001144795,0.000013040656,0.00475413,0.0006676036,0.00018774658,1.6544028e-8,0.0012168047,0.25784576,0.57976764,0.15272622,0.0000021189664,0.0027044553],"study_design_scores_gemma":[0.00049042795,0.00002102493,0.09622777,0.0004916233,0.000074580326,1.9889052e-7,0.0001900167,0.7946443,0.104101755,0.003683497,0.000004548964,0.00007027383],"about_ca_topic_score_codex":0.000042836633,"about_ca_topic_score_gemma":0.00008376781,"teacher_disagreement_score":0.53679854,"about_ca_system_score_codex":0.000017421917,"about_ca_system_score_gemma":0.00001630739,"threshold_uncertainty_score":0.2163946},"labels":[],"label_agreement":null},{"id":"W4412754888","doi":"10.11159/iccste25.312","title":"Parametric Study on the Effect of Intermittent Expansion Joints on the Design of A TL-5 Single-Slope Concrete Barrier-Deck Overhang System","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Parametric statistics; Deck; Structural engineering; Geotechnical engineering; Geology; Parametric design; Materials science; Engineering; Mathematics","score_opus":0.0173914279504,"score_gpt":0.21460034595784871,"score_spread":0.19720891800744872,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754888","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975065,0.00001839891,0.0011088495,0.00011150546,0.00031433222,0.0005654071,0.00001976208,0.000065379994,0.00028986356],"genre_scores_gemma":[0.99987316,0.000008660772,0.000026580017,0.000007717277,0.000012513257,0.000046234054,0.000002530524,0.000013952269,0.000008634951],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989473,0.000013143254,0.00039965723,0.00016036499,0.00036709456,0.00011240459],"domain_scores_gemma":[0.9992214,0.00036386473,0.00012403216,0.000107654625,0.00015894251,0.000024129238],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028139915,0.00019827236,0.00024540757,0.00016406424,0.000046678102,0.00002955542,0.000323404,0.000058121255,0.000008353211],"category_scores_gemma":[0.00021783535,0.00010855965,0.000082171144,0.00030455636,0.00004131267,0.00006924109,0.000014361115,0.00021727252,2.3136899e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031914818,0.0000219489,0.0044242116,0.0010064564,0.000394616,8.3574804e-7,0.0012009738,0.6752307,0.24436072,0.07177083,0.000025540467,0.0012440574],"study_design_scores_gemma":[0.00077851565,0.0008059809,0.098159544,0.0021967457,0.00010728552,0.0000018022027,0.0009057298,0.6468906,0.2496998,0.00022451539,0.0000070185324,0.0002224528],"about_ca_topic_score_codex":0.000011368572,"about_ca_topic_score_gemma":0.0000015559725,"teacher_disagreement_score":0.09373534,"about_ca_system_score_codex":0.000055034037,"about_ca_system_score_gemma":0.000007891256,"threshold_uncertainty_score":0.4426934},"labels":[],"label_agreement":null},{"id":"W4412843475","doi":"10.18280/acsm.490312","title":"Comparison of Geosynthetic Reinforcement Performance on Clay Soil: An Experimental Study of Variations in Placement Distance and Material Type","year":2025,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Universitas Andalas","keywords":"Reinforcement; Geotechnical engineering; Geosynthetics; Clay soil; Materials science; Geology; Soil water; Soil science; Composite material","score_opus":0.027401219486049632,"score_gpt":0.30262433425782226,"score_spread":0.27522311477177264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412843475","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928738,0.000036469013,0.0064059063,0.000003991228,0.00010647531,0.00016206481,0.0000021644523,0.000035382804,0.0003737449],"genre_scores_gemma":[0.9996643,0.000020744888,0.0002788947,0.000002952659,0.0000042540323,0.000015167728,0.0000028310642,0.000005082096,0.0000057753905],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992983,0.000013135234,0.00025101277,0.00012751538,0.00015669689,0.00015334155],"domain_scores_gemma":[0.9997161,0.000019557003,0.000032748663,0.0001614358,0.000035410478,0.00003477282],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002430666,0.000082188286,0.00014253616,0.00015189401,0.000059109658,0.000019770176,0.00013512591,0.000025649886,0.000008570486],"category_scores_gemma":[0.00003202631,0.000079953235,0.000008681262,0.00034825434,0.00012094437,0.000116719035,0.000033277982,0.00005380661,5.191842e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003396175,0.00025585905,0.0026104231,0.00008340191,0.0000037970465,1.3139527e-7,0.0017301425,0.9746232,0.018633703,0.0016025362,0.0000020893917,0.0004207755],"study_design_scores_gemma":[0.0002700143,0.0006236847,0.030642018,0.00010485462,0.0000056091067,3.0688588e-7,0.0011701955,0.8743771,0.092665754,0.0000521256,0.0000074115683,0.0000809377],"about_ca_topic_score_codex":0.000026115016,"about_ca_topic_score_gemma":0.000021120662,"teacher_disagreement_score":0.100246094,"about_ca_system_score_codex":0.00008647475,"about_ca_system_score_gemma":0.000030173227,"threshold_uncertainty_score":0.32603982},"labels":[],"label_agreement":null},{"id":"W4412893167","doi":"10.1002/nag.70028","title":"Numerical Analysis of Soil Consolidation and Time‐Dependent Skin Friction Mobilization Around Permeable Pipe Pile","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Consolidation (business); Pile; Geotechnical engineering; Geology; Numerical analysis; Parasitic drag; Materials science; Engineering; Mechanics; Mathematics; Physics","score_opus":0.013190434013966353,"score_gpt":0.3213703334363847,"score_spread":0.30817989942241836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412893167","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.022741407,0.00021017781,0.97611487,0.0001601583,0.00042754982,0.000107670334,0.000015968953,0.000044719967,0.00017749875],"genre_scores_gemma":[0.98272216,0.00042851083,0.016586911,0.00004228837,0.000054680386,0.000018104134,0.000033919638,0.00001544178,0.000098009376],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986921,0.00008485865,0.00058944855,0.00021453653,0.00023261733,0.00018644647],"domain_scores_gemma":[0.99901146,0.00049943704,0.00008114246,0.00009080617,0.00022387957,0.00009330742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007787467,0.0001502917,0.00039921672,0.00064073276,0.000057869227,0.00007857398,0.00013263003,0.00014809768,0.000036535563],"category_scores_gemma":[0.0006199367,0.0001429951,0.00012894742,0.0008186207,0.000027963342,0.00013807807,0.000042128824,0.000243589,6.381122e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047441765,0.00008549582,0.0002535741,0.000038214137,0.0004586939,0.0000014914357,0.000047994647,0.9499293,0.0020741113,0.00918281,0.000022768781,0.037858084],"study_design_scores_gemma":[0.00039163438,0.000062897954,0.00052265543,0.0000391674,0.0002572162,0.000009562148,0.000064917476,0.9860573,0.00078690937,0.011122623,0.00055721845,0.00012792686],"about_ca_topic_score_codex":0.000021880267,"about_ca_topic_score_gemma":0.000002093766,"teacher_disagreement_score":0.9599807,"about_ca_system_score_codex":0.000134004,"about_ca_system_score_gemma":0.000021373367,"threshold_uncertainty_score":0.58311707},"labels":[],"label_agreement":null},{"id":"W4412904301","doi":"10.2139/ssrn.5368838","title":"Impact of Load Frequency on the Laboratory Transfer Function for Subgrade Soil Rutting","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Rut; Subgrade; Geotechnical engineering; Function (biology); Transfer function; Environmental science; Geology; Engineering; Materials science; Composite material; Electrical engineering; Asphalt","score_opus":0.006872020344760297,"score_gpt":0.2214228649578237,"score_spread":0.2145508446130634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412904301","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4772116,0.0042272503,0.5162228,0.00014531975,0.00080827676,0.00045724175,0.000098074524,0.0002565304,0.0005729316],"genre_scores_gemma":[0.9978551,0.0017399933,0.000023978731,0.0000090734675,0.00020120281,0.00004717304,0.0000158844,0.00004176797,0.00006582247],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99809134,0.000048469698,0.00041509556,0.000180845,0.00024207334,0.0010222008],"domain_scores_gemma":[0.9992562,0.00015026785,0.00006042354,0.00028045822,0.00020693973,0.00004570139],"candidate_categories":["research_integrity"],"consensus_categories":[],"category_scores_codex":[0.001291605,0.000280357,0.00029971616,0.00013327629,0.00009656803,0.000036318383,0.0002822033,0.00031956556,0.000009734217],"category_scores_gemma":[0.00017730599,0.00020939445,0.0003970687,0.0002173595,0.000022125701,0.000046658777,0.000018245586,0.0030831401,0.0000012530039],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027808559,0.000029516212,0.00007061828,0.0001727923,0.00044609045,1.6242939e-7,0.00008066957,0.96457106,0.001255864,0.029639704,0.00007981572,0.0036259135],"study_design_scores_gemma":[0.0021030188,0.0020449902,0.003273504,0.0015485749,0.00079564104,0.00002102076,0.00039378443,0.33125538,0.0022504309,0.65440303,0.0005404462,0.0013702045],"about_ca_topic_score_codex":0.000052556607,"about_ca_topic_score_gemma":0.000100216166,"teacher_disagreement_score":0.6333157,"about_ca_system_score_codex":0.001911099,"about_ca_system_score_gemma":0.0022972382,"threshold_uncertainty_score":0.9992168},"labels":[],"label_agreement":null},{"id":"W4412988828","doi":"10.1002/saj2.70111","title":"Enhancing mechanical performance of red soils via lime–phosphogypsum stabilization: A Box–Behnken design approach","year":2025,"lang":"en","type":"article","venue":"Soil Science Society of America Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Innovation Cluster (Canada)","funders":"","keywords":"Phosphogypsum; Box–Behnken design; Lime; Soil water; Environmental science; Soil science; Materials science; Chemistry; Metallurgy; Response surface methodology; Chromatography; Raw material","score_opus":0.008276860302555695,"score_gpt":0.21143851070210778,"score_spread":0.20316165039955209,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412988828","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.097576655,0.00020570766,0.90114623,0.000096952346,0.0002615382,0.00012684679,0.0000012477362,0.00011541626,0.00046939548],"genre_scores_gemma":[0.9327412,0.00051569316,0.0666222,0.000036213576,0.000030576473,0.000008236897,0.0000012874785,0.000016090078,0.00002847037],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980793,0.00003584702,0.0006263234,0.00023945144,0.00059021934,0.000428834],"domain_scores_gemma":[0.999006,0.000078870115,0.00016695779,0.00027783788,0.0003338948,0.00013649213],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013307738,0.00018154777,0.00036130546,0.00012280085,0.00025658312,0.00004264964,0.00051182264,0.00011964551,0.000022875929],"category_scores_gemma":[0.0001614437,0.00017098078,0.00019615307,0.00202634,0.00053944637,0.00036120974,0.00007877154,0.00039851858,0.0000013702384],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009534973,0.000053209897,0.000073999916,0.0001729407,0.000030295438,1.2266676e-7,0.0006067348,0.84630185,0.14411546,0.00004018646,0.00022982019,0.008365817],"study_design_scores_gemma":[0.0002231722,0.00013407056,0.00051348703,0.00012381804,0.000023798213,0.000010076479,0.0005149745,0.89480233,0.10316017,0.00019935133,0.00013897498,0.0001557924],"about_ca_topic_score_codex":0.000013620678,"about_ca_topic_score_gemma":3.617906e-7,"teacher_disagreement_score":0.83516455,"about_ca_system_score_codex":0.00020009096,"about_ca_system_score_gemma":0.00031609213,"threshold_uncertainty_score":0.6972394},"labels":[],"label_agreement":null},{"id":"W4413095629","doi":"10.1007/s11709-025-1206-3","title":"Experimental and numerical investigation on horizontal bearing behaviors of caisson-type diaphragm wall with variable cross-sections","year":2025,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Caisson; Diaphragm (acoustics); Structural engineering; Geotechnical engineering; Bearing (navigation); Variable (mathematics); Materials science; Geology; Engineering; Mathematics; Computer science","score_opus":0.004352074608422563,"score_gpt":0.19166420630678754,"score_spread":0.18731213169836497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413095629","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98259217,0.0009207497,0.015849482,0.0000075934286,0.0003192889,0.00009484689,0.000006373761,0.0001312802,0.00007821997],"genre_scores_gemma":[0.9967642,0.000012570664,0.0031576143,0.0000022694198,0.0000132329415,0.0000080147,0.000009830021,0.000018225928,0.000014071709],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99939126,0.000004000326,0.00019715691,0.00015180855,0.000103224666,0.00015257562],"domain_scores_gemma":[0.9997316,0.000022370992,0.000024787301,0.00012239999,0.000034209315,0.000064604996],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000038432965,0.0001577228,0.00021320532,0.00012860367,0.000046264566,0.000020480855,0.00006932087,0.00008892732,0.0000022375298],"category_scores_gemma":[0.000032664535,0.00014671675,0.000022275986,0.00026502382,0.000058217713,0.00012325261,0.000029779667,0.0001494246,4.9306813e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023649036,0.000007004582,0.015920669,0.00016887956,0.000053407166,6.791061e-7,0.00022775368,0.9309249,0.05137953,0.0010245844,0.000032530752,0.00023641654],"study_design_scores_gemma":[0.00074351364,0.0003348118,0.17869745,0.0002373871,0.0000630364,0.000012614878,0.00014314773,0.7078498,0.11115945,0.00019176722,0.00015479543,0.00041221542],"about_ca_topic_score_codex":0.000079138226,"about_ca_topic_score_gemma":0.000002527178,"teacher_disagreement_score":0.22307509,"about_ca_system_score_codex":0.000045075685,"about_ca_system_score_gemma":0.000009526954,"threshold_uncertainty_score":0.59829354},"labels":[],"label_agreement":null},{"id":"W4413161988","doi":"10.1680/jgein.25.00030","title":"Drainage performance of wicking geotextiles under rainfall and capillary rise conditions","year":2025,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University","funders":"","keywords":"Geosynthetics; Drainage; Geotechnical engineering; Capillary action; Geotextile; Geology; Environmental science; Hydrology (agriculture); Materials science; Composite material","score_opus":0.0035016132494705148,"score_gpt":0.20526447247237756,"score_spread":0.20176285922290704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413161988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96438855,0.00024268734,0.016763464,0.00020076877,0.00043421533,0.0000671858,0.000027691534,0.00015794479,0.017717475],"genre_scores_gemma":[0.99930304,0.00020861531,0.00019911198,0.000021007669,0.000018556348,0.0000074191257,0.000019760246,0.0000098665005,0.00021262553],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99953246,0.000005982567,0.00017025649,0.000089448324,0.0001045253,0.000097349184],"domain_scores_gemma":[0.9997368,0.00005568397,0.000018467568,0.00010531295,0.000060963062,0.000022781],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008294242,0.00008115531,0.00008850638,0.00012800533,0.0000373019,0.00001623104,0.00010384176,0.000060976297,0.00004561028],"category_scores_gemma":[0.000048241727,0.00008844055,0.000027350077,0.000085675434,0.00006719628,0.000057397872,0.000040990504,0.00009642732,0.0000029403125],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028814447,0.000016658252,0.00023242434,0.00008476659,0.000040087034,5.702403e-7,0.000096083546,0.9517327,0.0024811816,0.042133037,0.000110795976,0.0030688185],"study_design_scores_gemma":[0.00017912651,0.000011158229,0.009224606,0.000120378005,0.000014967645,0.000004638081,0.00006195538,0.97992486,0.0014338309,0.003707632,0.005206919,0.00010990608],"about_ca_topic_score_codex":0.0000069432544,"about_ca_topic_score_gemma":0.0000046333707,"teacher_disagreement_score":0.038425405,"about_ca_system_score_codex":0.00003469019,"about_ca_system_score_gemma":0.0000103453185,"threshold_uncertainty_score":0.3606501},"labels":[],"label_agreement":null},{"id":"W4413204668","doi":"10.1016/j.geotexmem.2025.08.001","title":"Experimental and numerical investigation of the unsaturated behavior of conventional and wicking non-woven geotextiles","year":2025,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Geotechnical engineering; Materials science; Geotextile; Composite material; Engineering","score_opus":0.004419138321636094,"score_gpt":0.1966329127008112,"score_spread":0.1922137743791751,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413204668","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99790007,0.0014004357,0.0002864553,0.000054077853,0.00009712775,0.00015030809,0.000011558998,0.00003865291,0.00006130547],"genre_scores_gemma":[0.9998213,0.0000744759,0.000013930534,0.000010709947,0.000009596943,0.000014762292,0.00000884343,0.000008622552,0.00003774327],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99944234,0.000013853364,0.00022074622,0.0001275378,0.00009116096,0.00010434477],"domain_scores_gemma":[0.9997384,0.00005381683,0.00003865115,0.000099293975,0.000033688815,0.00003613361],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000071518,0.00011365986,0.00017919789,0.00006238005,0.000057941143,0.000016592972,0.00005506556,0.00008572392,0.000008222834],"category_scores_gemma":[0.000019087081,0.000092366994,0.000031201973,0.00017131046,0.00017301654,0.000067444205,0.000055320066,0.00008550084,1.3770713e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022115244,0.00005208886,0.0036855068,0.0011166212,0.00007789604,0.0000011826098,0.0010540581,0.67527014,0.30608678,0.0030581346,0.00004879517,0.009526648],"study_design_scores_gemma":[0.0007090095,0.000052278196,0.3767832,0.00030744792,0.00007040863,0.000013459005,0.00046387545,0.599803,0.020915724,0.0004029306,0.0002682401,0.0002104589],"about_ca_topic_score_codex":0.000055909164,"about_ca_topic_score_gemma":0.0000020272914,"teacher_disagreement_score":0.3730977,"about_ca_system_score_codex":0.000007819575,"about_ca_system_score_gemma":0.000011169107,"threshold_uncertainty_score":0.37666166},"labels":[],"label_agreement":null},{"id":"W4413340996","doi":"10.22342/jims.v31i3.1964","title":"Implementation of Dual Reciprocity Boundary Element Method to Solve The Mathematical Model of Steady Infiltration in Heterogeneous Soils Vertically","year":2025,"lang":"en","type":"article","venue":"Journal of the Indonesian Mathematical Society","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Mathematics; Infiltration (HVAC); Reciprocity (cultural anthropology); Soil water; Boundary element method; Mathematical analysis; Finite element method; Dual (grammatical number); Boundary value problem; Mathematical optimization; Applied mathematics; Calculus (dental); Geometry; Soil science; Geology; Thermodynamics; Structural engineering; Engineering","score_opus":0.01264872307752768,"score_gpt":0.2788079274442819,"score_spread":0.2661592043667542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413340996","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36094472,0.000021868593,0.6380816,0.0005560139,0.000037355625,0.0002585447,0.000004225042,0.000012209353,0.000083467545],"genre_scores_gemma":[0.95154494,0.000009620001,0.048323512,0.000069755886,0.000018675204,0.00001231676,5.5162934e-7,0.000014379527,0.000006234911],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980509,0.000065428685,0.0011475317,0.00008770174,0.00045098012,0.00019743042],"domain_scores_gemma":[0.99907404,0.0003178323,0.00017575339,0.00023795752,0.00013827326,0.000056155062],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014813582,0.00014151823,0.00039450795,0.00005364333,0.000049739312,0.000023427312,0.00027502837,0.0001158341,0.000016386299],"category_scores_gemma":[0.00017502005,0.00008845322,0.00029336955,0.00036304048,0.00006265001,0.00007905956,0.00007233731,0.00031055804,7.59067e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022122467,0.00015965436,0.000101036356,0.00068104797,0.00015330914,4.5158146e-7,0.0028212918,0.95939153,0.01843674,0.015446046,0.00016883564,0.002617937],"study_design_scores_gemma":[0.00057067163,0.000087886256,0.0010919592,0.00032273974,0.000121073586,0.00001368202,0.0010841716,0.8956926,0.03333211,0.06755082,0.00001429735,0.00011798427],"about_ca_topic_score_codex":0.0000034796528,"about_ca_topic_score_gemma":0.000006398935,"teacher_disagreement_score":0.59060025,"about_ca_system_score_codex":0.00016877866,"about_ca_system_score_gemma":0.00010739748,"threshold_uncertainty_score":0.36070177},"labels":[],"label_agreement":null},{"id":"W4413752737","doi":"10.1139/cgj-2025-0345","title":"Static and cyclic responses of end-bearing and floating geosynthetics-encased steel slag columns via model tests","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Western University; Queen's University","funders":"Higher Education Discipline Innovation Project; National Natural Science Foundation of China","keywords":"Geosynthetics; Geotechnical engineering; Slag (welding); Bearing (navigation); Geology; Engineering; Materials science; Composite material; Computer science","score_opus":0.008068742186051272,"score_gpt":0.2105842076682058,"score_spread":0.20251546548215452,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413752737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7853969,0.0005553333,0.2126193,0.00047428822,0.00011948942,0.00019797176,0.000036344085,0.00017441748,0.0004259931],"genre_scores_gemma":[0.99765164,0.00018053422,0.002004669,0.00006477417,0.000016498572,0.000004663327,0.0000019741904,0.000025359213,0.00004988719],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886614,0.000033806682,0.00041827248,0.00016276917,0.00014335825,0.00037563188],"domain_scores_gemma":[0.9990643,0.00023919216,0.000043523793,0.00018350585,0.00006956134,0.00039986984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041607427,0.0001632721,0.00025961304,0.00036574213,0.00015552292,0.00006910437,0.00013619378,0.00019005344,0.000009253665],"category_scores_gemma":[0.0005412448,0.00017843852,0.00004401517,0.00026648105,0.000109722976,0.00008915536,0.000036323636,0.0005257071,6.459018e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007223869,0.0000075468024,0.00017624335,0.00011519006,0.00002493192,0.000018930772,0.00007381685,0.96947086,0.011088973,0.00038382428,0.00008784211,0.0185446],"study_design_scores_gemma":[0.00026012294,0.000038609243,0.0040038,0.00021575381,0.00003444773,0.000096602584,0.00003977855,0.99237144,0.00047994478,0.0016870685,0.0005997102,0.00017270197],"about_ca_topic_score_codex":0.0015462146,"about_ca_topic_score_gemma":0.002193659,"teacher_disagreement_score":0.21225478,"about_ca_system_score_codex":0.00016961695,"about_ca_system_score_gemma":0.0001913802,"threshold_uncertainty_score":0.7276512},"labels":[],"label_agreement":null},{"id":"W4413935511","doi":"10.1016/j.soildyn.2025.109766","title":"Dynamic p-y curves for flexible retaining walls in dry sand","year":2025,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geotechnical engineering; Geology","score_opus":0.0038535843130524344,"score_gpt":0.20025130911356454,"score_spread":0.1963977248005121,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413935511","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.59049326,0.004781515,0.40137514,0.00020701897,0.000480687,0.00037384062,0.000028215329,0.00096082134,0.0012995176],"genre_scores_gemma":[0.99695325,0.0012305467,0.0013675041,0.00003434326,0.000012867888,0.000070589784,0.00005499889,0.00004441372,0.00023151554],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990127,0.000005463607,0.00030395892,0.00022486717,0.00008171824,0.0003712765],"domain_scores_gemma":[0.999576,0.0001203343,0.000014862887,0.00018211604,0.000028067443,0.00007861729],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00024537952,0.0002157727,0.00027432072,0.00025278202,0.000044382396,0.00004189081,0.00009759472,0.00014281749,0.0000029732294],"category_scores_gemma":[0.00014957167,0.00025037082,0.000059483482,0.00039246166,0.000017051645,0.00010112712,0.0000305994,0.00023827577,9.633316e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003462007,0.000007317143,0.0004038588,0.0010256838,0.000020865487,0.0000013102294,0.00003777213,0.97565544,0.00019364365,0.004025859,0.000022337335,0.01860243],"study_design_scores_gemma":[0.00037467986,0.000017920622,0.012353548,0.00062877004,0.000013782364,0.0000012089423,0.000022602533,0.98534834,0.000054276614,0.00030586126,0.00063428195,0.0002447287],"about_ca_topic_score_codex":0.000017892231,"about_ca_topic_score_gemma":0.000117183605,"teacher_disagreement_score":0.40646,"about_ca_system_score_codex":0.00009734336,"about_ca_system_score_gemma":0.000019648145,"threshold_uncertainty_score":0.9999949},"labels":[],"label_agreement":null},{"id":"W4413951021","doi":"10.1016/j.trgeo.2025.101688","title":"Evaluating the benefits of lightweight cellular concrete as embankment fill for reducing negative skin friction on abutment piles","year":2025,"lang":"en","type":"article","venue":"Transportation Geotechnics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Mitacs; University of Manitoba; Government of Manitoba","keywords":"Levee; Geotechnical engineering; Abutment; Geology; Environmental science; Materials science; Structural engineering; Engineering","score_opus":0.016683744900128108,"score_gpt":0.26327927649111554,"score_spread":0.24659553159098743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413951021","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8520772,0.00045700104,0.14475384,0.00027349807,0.00037664722,0.0011684857,0.00008470645,0.00044785085,0.00036079847],"genre_scores_gemma":[0.99757355,0.00015869744,0.0016672642,0.00003763802,0.00002823686,0.00026652956,0.00014102203,0.000028379238,0.000098692886],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988484,0.00001960182,0.00047850484,0.00021434965,0.00024881758,0.00019037674],"domain_scores_gemma":[0.99924403,0.00023014669,0.000087031665,0.00025992352,0.000142388,0.000036490015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033680358,0.00018463634,0.00020360014,0.00011971411,0.00012279459,0.000014232893,0.00013283163,0.0001493376,0.000018147572],"category_scores_gemma":[0.000091920236,0.00015904795,0.00011181436,0.00037177786,0.00002264839,0.00005957786,0.0000032335054,0.00017642503,0.0000022683257],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003064743,0.000011313184,0.0000022655809,0.00017052493,0.00004102622,1.3369616e-7,0.0005669437,0.9718409,0.009862622,0.011576061,0.00007344191,0.005824092],"study_design_scores_gemma":[0.00070153154,0.00043309943,0.0011044522,0.00039512818,0.00014814711,2.2097336e-7,0.00018314573,0.7320374,0.26138702,0.0020254992,0.0013464101,0.00023791587],"about_ca_topic_score_codex":0.000046116307,"about_ca_topic_score_gemma":0.000009595103,"teacher_disagreement_score":0.2515244,"about_ca_system_score_codex":0.00012801282,"about_ca_system_score_gemma":0.000032558444,"threshold_uncertainty_score":0.6485787},"labels":[],"label_agreement":null},{"id":"W4414142044","doi":"10.1520/jte20240172","title":"Analysis of the Effect of the Degree of Compaction on the Permanent Deformation of Recycled Unbound Base Layers","year":2025,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Sentinelle Nord, Université Laval","keywords":"Compaction; Rut; Deformation (meteorology); Asphalt; Base (topology); Granular material; Degree (music)","score_opus":0.0398244946069721,"score_gpt":0.2687978123189328,"score_spread":0.2289733177119607,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414142044","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99769,0.00009721487,0.0016753355,0.00008818738,0.00011049398,0.00010076237,0.0000016155846,0.000004582219,0.00023178838],"genre_scores_gemma":[0.9999336,0.000010682311,0.000039590977,0.0000028046697,0.0000065125605,0.0000014268522,8.372715e-7,0.0000027029057,0.0000018570645],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990939,0.00012512124,0.00040047767,0.000030887528,0.00030829487,0.00004130053],"domain_scores_gemma":[0.99871314,0.0005567665,0.00034631215,0.00012809076,0.0002466177,0.000009102869],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016999773,0.000054338816,0.00017602128,0.00013414962,0.000039286962,0.0000053053013,0.000080766185,0.0000350462,0.0000026172067],"category_scores_gemma":[0.001347925,0.000027136697,0.00010448023,0.0006812626,0.000029735382,0.000048043894,0.000010346082,0.00010007921,2.5233454e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016771679,0.000009294336,0.011457478,0.00010843558,0.00011660658,8.235436e-9,0.00012392146,0.9668255,0.011135184,0.000023922234,0.00001156382,0.01017131],"study_design_scores_gemma":[0.00019674016,0.00008368923,0.24351586,0.0003289669,0.0006017903,8.09135e-7,0.00004664926,0.7410023,0.014114634,0.00009004081,0.0000010244282,0.000017456954],"about_ca_topic_score_codex":0.000036406786,"about_ca_topic_score_gemma":0.000008267223,"teacher_disagreement_score":0.23205839,"about_ca_system_score_codex":0.000054309046,"about_ca_system_score_gemma":0.000021515227,"threshold_uncertainty_score":0.16136897},"labels":[],"label_agreement":null},{"id":"W4414151461","doi":"10.1038/s41598-025-17178-9","title":"Optimizing the fracture resistance of clay liners through fiber content and moisture control","year":2025,"lang":"en","type":"article","venue":"Scientific Reports","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Christian-Albrechts-Universität zu Kiel; Bundesministerium für Wirtschaft und Technologie","keywords":"Water content; Glass fiber; Fiber; Moisture; Compaction; Limiting; Toughness; Fracture (geology); Fracture toughness","score_opus":0.00806619418314054,"score_gpt":0.20848667807980298,"score_spread":0.20042048389666245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414151461","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44951352,0.030422663,0.45602965,0.0050761146,0.014785344,0.0021723812,0.000020423186,0.001470103,0.040509794],"genre_scores_gemma":[0.9967276,0.000019260706,0.00061294035,0.00004212776,0.0000139030535,0.000012754021,0.0000057367142,0.000008322943,0.0025573978],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991989,0.000011883635,0.00028872868,0.00020973092,0.00015747639,0.00013329132],"domain_scores_gemma":[0.9993777,0.000057103985,0.000054367894,0.0003977361,0.00008931276,0.000023744857],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038412234,0.00009354817,0.00014604005,0.000036846886,0.000098270495,0.000063227155,0.00007065444,0.000078795434,0.000009602674],"category_scores_gemma":[0.00014802857,0.00006478422,0.000045457986,0.00027124703,0.00012403194,0.00006466624,0.000016246675,0.00014086238,5.174383e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000044017693,0.000008576359,0.000092918934,0.00014094306,0.000031947522,0.0000092884975,0.00036541678,0.97909796,0.009141251,0.000318411,0.010439121,0.00034975968],"study_design_scores_gemma":[0.00082964223,0.000021614236,0.0053850827,0.0006583841,0.00020142361,0.000030625673,0.00047555438,0.12642121,0.03843876,0.009790496,0.8171834,0.00056383037],"about_ca_topic_score_codex":0.000011205563,"about_ca_topic_score_gemma":0.000012796955,"teacher_disagreement_score":0.85267675,"about_ca_system_score_codex":0.000022698621,"about_ca_system_score_gemma":0.000018029397,"threshold_uncertainty_score":0.26418236},"labels":[],"label_agreement":null},{"id":"W4414351862","doi":"10.1680/jgein.24.00153","title":"Improved cyclic load resistance of sand beds with geogrid-reinforced dense gravelly layers","year":2025,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Trinity College","funders":"","keywords":"Geogrid; Geosynthetics; Foundation (evidence); Load bearing; Bearing capacity; Aeolian sand; Reinforcement","score_opus":0.003240222395454847,"score_gpt":0.19392447519406653,"score_spread":0.19068425279861168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414351862","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49421605,0.00037980324,0.44507158,0.000537598,0.0013628444,0.00035033823,0.00009707621,0.00064160867,0.0573431],"genre_scores_gemma":[0.99699605,0.000062632585,0.0013601821,0.00001959295,0.000024460458,0.0000142171975,0.000016874303,0.000016936483,0.0014890601],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992219,0.0000060419848,0.0002531582,0.00013469439,0.0002295391,0.00015461938],"domain_scores_gemma":[0.9994889,0.000055812958,0.000037830127,0.00020410458,0.00017794104,0.000035420886],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011258376,0.00012819485,0.00013888138,0.00011312795,0.000026683203,0.000022435062,0.00020568552,0.00008317053,0.00003824455],"category_scores_gemma":[0.00010377203,0.00012235306,0.00004921169,0.00017231214,0.000055198918,0.00004484258,0.000030009425,0.00013106699,0.0000040504447],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000094612544,0.000022812412,0.00011303339,0.00013751804,0.00013840427,0.0000027178746,0.00016097413,0.9532524,0.033476762,0.010767941,0.0003928103,0.0014400377],"study_design_scores_gemma":[0.0010742915,0.00005702447,0.0013566704,0.00033346875,0.00005431103,0.000005023042,0.00005452002,0.9042397,0.07488896,0.0008833278,0.016678235,0.00037443516],"about_ca_topic_score_codex":0.000022542481,"about_ca_topic_score_gemma":0.000044373042,"teacher_disagreement_score":0.50278,"about_ca_system_score_codex":0.00010110443,"about_ca_system_score_gemma":0.00003723641,"threshold_uncertainty_score":0.49894127},"labels":[],"label_agreement":null},{"id":"W4414452077","doi":"10.1007/s40515-025-00710-9","title":"Ensemble Machine Learning Models for Estimating Stone Column Load-Bearing Capacity Using Combined Experimental and Field Test Data","year":2025,"lang":"en","type":"article","venue":"Transportation Infrastructure Geotechnology","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Artificial Intelligence in Medicine (Canada)","funders":"","keywords":"Mean squared error; Support vector machine; Ensemble learning; Boosting (machine learning); Gradient boosting; Regression; Generalization error; Linear regression; Generalization","score_opus":0.017432075106623694,"score_gpt":0.23887042312771994,"score_spread":0.22143834802109624,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414452077","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39041045,0.0001683175,0.60836154,0.000049188027,0.00015470877,0.00022424317,0.000042622883,0.0005563144,0.000032601212],"genre_scores_gemma":[0.91503537,0.000010512526,0.08470323,0.000020991645,0.000016262553,0.000030069055,0.00014624198,0.000027889795,0.000009406101],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989862,0.0000072557596,0.00033670937,0.00031238576,0.000100445,0.00025699844],"domain_scores_gemma":[0.999389,0.00016582785,0.00004980108,0.00029725092,0.000059608257,0.000038537662],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012109365,0.0001999454,0.00025923498,0.00013564675,0.00016673992,0.00002824421,0.00020376053,0.00033043724,0.000008968972],"category_scores_gemma":[0.00018800939,0.00023394435,0.000027320206,0.00025505002,0.000060483206,0.00019626041,0.00002636196,0.00041290835,2.1253393e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012531678,0.000010972263,0.00059341796,0.00018323677,0.000025641664,8.6707934e-7,0.00021225428,0.9712675,0.023304263,0.0022058887,0.000021259522,0.002162117],"study_design_scores_gemma":[0.00064664683,0.00007361136,0.0004894206,0.00005548992,0.000040826588,0.00000357774,0.00009452539,0.9842097,0.007816441,0.0062324363,0.0001457886,0.00019151608],"about_ca_topic_score_codex":0.00017458768,"about_ca_topic_score_gemma":0.00013176064,"teacher_disagreement_score":0.52462494,"about_ca_system_score_codex":0.000081028484,"about_ca_system_score_gemma":0.0000285839,"threshold_uncertainty_score":0.9539974},"labels":[],"label_agreement":null},{"id":"W4414548875","doi":"10.1007/978-3-032-03154-9_23","title":"Evaluation of the Impact of Subgrade Stabilization on Strength, Properties of Soil and Pavement Thickness and Sustainability Considerations in Construction","year":2025,"lang":"en","type":"book-chapter","venue":"Sustainable civil infrastructures","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Subgrade; Lime; Ettringite; California bearing ratio; Soil stabilization; Swelling; Compressive strength; Clay soil","score_opus":0.009642246141938338,"score_gpt":0.22607598409603474,"score_spread":0.2164337379540964,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414548875","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98789054,0.0026132513,0.00055909547,0.000047258916,0.0001328004,0.0020426258,0.00009289362,0.00006569917,0.0065558297],"genre_scores_gemma":[0.9995454,0.00014430824,0.000024145893,0.000001419948,0.000008894258,0.000028906526,0.000013818838,0.000022069406,0.00021103364],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9984582,0.000094068346,0.00061468943,0.0002224764,0.00043092482,0.00017961765],"domain_scores_gemma":[0.9980585,0.00011947807,0.00020559866,0.00033689587,0.0012485315,0.00003102232],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006445648,0.00027245627,0.0004385482,0.0003285229,0.000058554047,0.000018271157,0.000073412804,0.00029471738,0.000032766475],"category_scores_gemma":[0.0010814848,0.0002095362,0.00008259451,0.00015156926,0.00037917244,0.00008976583,0.00007138061,0.0002820069,1.03406235e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013646235,0.000017593587,0.0009289012,0.002849774,0.00008148487,2.1608712e-7,0.0006227023,0.9258574,0.0003444009,0.06772394,0.000026008234,0.0015339148],"study_design_scores_gemma":[0.0017431146,0.0003436777,0.051188238,0.0017976651,0.00052193884,0.000008919103,0.00345735,0.25332445,0.010553126,0.6763554,0.000045734796,0.00066039746],"about_ca_topic_score_codex":0.0004385599,"about_ca_topic_score_gemma":0.00031782602,"teacher_disagreement_score":0.672533,"about_ca_system_score_codex":0.000562041,"about_ca_system_score_gemma":0.00062368315,"threshold_uncertainty_score":0.8544639},"labels":[],"label_agreement":null},{"id":"W4414658037","doi":"10.1680/jgein.25.00048","title":"Experimental study of granular platforms reinforced by geosynthetics over soft subgrade","year":2025,"lang":"en","type":"article","venue":"Geosynthetics International","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Solmax (Canada)","funders":"","keywords":"Geotextile; Geosynthetics; Subgrade; Stiffness; Base course; Geogrid; Reinforcement","score_opus":0.005196593264361672,"score_gpt":0.22585706660282623,"score_spread":0.22066047333846456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414658037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9571735,0.00016528524,0.037990034,0.000042192558,0.0009531148,0.00023336214,0.0000469858,0.00028692195,0.0031085536],"genre_scores_gemma":[0.9993219,0.000022200707,0.000103617975,0.000018000339,0.000022113292,0.000028125933,0.00004457739,0.000025758109,0.00041373618],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988776,0.0000064565315,0.00040438666,0.00017422283,0.00034588538,0.00019147013],"domain_scores_gemma":[0.999529,0.00005287922,0.00004236403,0.00026573613,0.000064304695,0.000045729386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000114786504,0.00017980006,0.0001912963,0.00016351498,0.00004206429,0.000027979362,0.00032031012,0.00011347598,0.00009444671],"category_scores_gemma":[0.000069945425,0.00018347983,0.00007357647,0.00016034648,0.00004403972,0.00007951999,0.00007413377,0.00017141104,0.0000064829587],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038360926,0.00061208854,0.0005719278,0.000060129583,0.00017379985,0.000003338719,0.0008049307,0.9534655,0.02839842,0.011722241,0.0017637471,0.0023855024],"study_design_scores_gemma":[0.0013290864,0.00018815283,0.0007093641,0.00007811945,0.00004235749,0.0000035555151,0.00057324365,0.8906935,0.09495103,0.0005965442,0.010460639,0.000374389],"about_ca_topic_score_codex":0.00003765704,"about_ca_topic_score_gemma":0.0000052208616,"teacher_disagreement_score":0.06655262,"about_ca_system_score_codex":0.00009775624,"about_ca_system_score_gemma":0.00001120356,"threshold_uncertainty_score":0.748209},"labels":[],"label_agreement":null},{"id":"W4414795643","doi":"10.1002/cae.70089","title":"A MATLAB GUI‐Based Calculation Platform for Soil Arching Effect to Assist Teaching and Learning in Soil Mechanics","year":2025,"lang":"en","type":"article","venue":"Computer Applications in Engineering Education","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Education and Child Care","funders":"","keywords":"MATLAB; Visualization; Usability; Key (lock); Soil mechanics; Comprehension; Graphical user interface","score_opus":0.004419498084933531,"score_gpt":0.23765734841928293,"score_spread":0.2332378503343494,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414795643","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19334145,0.000085339445,0.8051454,0.00007942941,0.00022385546,0.0006777462,0.0000014785908,0.00037863935,0.00006667773],"genre_scores_gemma":[0.9628183,0.0000039007896,0.035631865,0.000029962273,0.000068707166,0.0013087702,0.00008303233,0.000036582365,0.000018828136],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990821,0.000024144938,0.00031762844,0.00026817998,0.00007858535,0.00022936291],"domain_scores_gemma":[0.9992579,0.00042129494,0.000022733468,0.00020830077,0.00003151112,0.000058234073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005482994,0.00018879697,0.00019753606,0.00062325405,0.000096072676,0.00006830316,0.0001266702,0.00011613092,3.1305552e-7],"category_scores_gemma":[0.00016101346,0.0002244855,0.00003563285,0.0005332485,0.0000046794294,0.000095800504,0.000032791067,0.00043444705,0.0000010468966],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000025903805,0.000031058044,0.0003245817,0.0005312466,0.0000050789276,4.347399e-8,0.00019180734,0.931263,0.0007398977,0.0039606607,0.000034377146,0.06291566],"study_design_scores_gemma":[0.00026171247,0.000023500592,0.0059039854,0.00029968322,0.000009203848,7.376203e-7,0.000019274436,0.99076635,0.00027253586,0.00028976297,0.0019608014,0.00019248288],"about_ca_topic_score_codex":0.000047087367,"about_ca_topic_score_gemma":0.000029151439,"teacher_disagreement_score":0.7695135,"about_ca_system_score_codex":0.00032277423,"about_ca_system_score_gemma":0.000045645298,"threshold_uncertainty_score":0.9154253},"labels":[],"label_agreement":null},{"id":"W4414931429","doi":"10.1007/s10518-026-02471-3","title":"Performance of Hollow Frictional Fibre-Reinforced Polymer (FRP) Piles in Saturated Cohesionless Soils using Shaking Table Tests","year":2025,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Earthquake shaking table; Pile; Acceleration; Laminar flow; Fibre-reinforced plastic; Kinematics; Seismic loading","score_opus":0.006665856904814256,"score_gpt":0.1931067456443682,"score_spread":0.18644088873955394,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414931429","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9890863,0.0006752967,0.009039671,0.000017833447,0.00027940585,0.000151978,0.00000981846,0.0002453129,0.0004944238],"genre_scores_gemma":[0.9981913,0.00006565339,0.0014996516,0.0000059395625,0.0000280816,0.000012955672,0.000011721953,0.000036765017,0.000147947],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986916,0.000011414825,0.00058277283,0.00018221418,0.00020363898,0.00032833262],"domain_scores_gemma":[0.99941474,0.00017361574,0.00006119742,0.00022118479,0.000078952886,0.000050322746],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020218882,0.00023109869,0.00037435078,0.00037111423,0.000034923847,0.000015362139,0.00015592188,0.00017422634,0.00006132971],"category_scores_gemma":[0.00017112626,0.00026224757,0.00007322985,0.00073444884,0.000022936078,0.000064085434,0.000042114796,0.00025287492,0.0000032409753],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011806535,0.000012201719,0.0007673249,0.00050635025,0.000025043653,0.0000014971062,0.00003971451,0.9475237,0.04985927,0.00040903813,0.00004110547,0.00080290716],"study_design_scores_gemma":[0.00034851665,0.000029229173,0.036166232,0.0010251527,0.000014489483,0.000003992928,0.00001606615,0.931164,0.0304146,0.000001184414,0.00058842293,0.0002280635],"about_ca_topic_score_codex":0.000085977794,"about_ca_topic_score_gemma":0.000002804995,"teacher_disagreement_score":0.035398908,"about_ca_system_score_codex":0.000061490755,"about_ca_system_score_gemma":0.000037045855,"threshold_uncertainty_score":0.99998295},"labels":[],"label_agreement":null},{"id":"W4415043075","doi":"10.1002/eqe.70074","title":"Dealing With Existing Foundation Piles: Challenges of Urban Redevelopment in Densely Built Japanese Cities With Implications for Earthquake Response","year":2025,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada); University of British Columbia","funders":"","keywords":"Pile; Foundation (evidence); Redevelopment; Demolition; Reuse; Stiffness","score_opus":0.012910712309495432,"score_gpt":0.23029506149336804,"score_spread":0.21738434918387262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415043075","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9218459,0.00026192467,0.07663295,0.00014374642,0.0001257242,0.0004347241,0.00002497037,0.00040695939,0.00012306104],"genre_scores_gemma":[0.9882074,0.00005178029,0.011421784,0.000003930342,0.000021950831,0.000113343136,0.00006678306,0.000058467318,0.000054559605],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.998732,0.000016642312,0.00045889756,0.0002841528,0.00014534932,0.00036299662],"domain_scores_gemma":[0.999101,0.000332602,0.000063457905,0.0002985451,0.00014620357,0.000058237158],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00025483003,0.00030394265,0.00033855098,0.0003427384,0.00007828144,0.00003951784,0.0001589716,0.00012758237,0.0000021590627],"category_scores_gemma":[0.00017497316,0.00028870173,0.000048111535,0.00045804595,0.00004713483,0.00013421387,0.000022500457,0.00022125129,3.1305007e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012705704,0.0000058868545,0.0010255185,0.00042667004,0.000055049994,0.0000012419346,0.00082193053,0.9400778,0.00036274514,0.018172022,0.0000015604102,0.038922552],"study_design_scores_gemma":[0.0005872964,0.00010901514,0.6657242,0.00045042697,0.000022712897,0.000011511305,0.00036027445,0.3319215,0.000071377566,0.00026860205,0.00013372434,0.00033935875],"about_ca_topic_score_codex":0.000025030105,"about_ca_topic_score_gemma":0.00041957057,"teacher_disagreement_score":0.66469866,"about_ca_system_score_codex":0.00019357985,"about_ca_system_score_gemma":0.000052709547,"threshold_uncertainty_score":0.9999565},"labels":[],"label_agreement":null},{"id":"W4415045137","doi":"10.1016/j.conbuildmat.2025.143994","title":"Geotextile bag reinforcement for rainfall-induced shallow failures in expansive soil slopes: insights from PIV-based model test","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Sichuan Province Science and Technology Support Program; National Natural Science Foundation of China","keywords":"Geotextile; Expansive clay; Reinforcement; Slope stability; Displacement (psychology); Water content; Expansive; Geogrid","score_opus":0.007328962580110843,"score_gpt":0.21408849448023012,"score_spread":0.20675953190011928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415045137","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7848226,0.0000456642,0.21392202,0.00008223201,0.00046504283,0.00028832606,0.000028294362,0.0002415043,0.000104332736],"genre_scores_gemma":[0.9929285,0.000027932736,0.0067377416,0.000051271796,0.00004131568,0.00012635517,0.00005026306,0.000018913417,0.000017693073],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99916035,0.00001270587,0.00035559668,0.00022065939,0.000074424395,0.00017628064],"domain_scores_gemma":[0.99959886,0.00012199955,0.00003739167,0.000147957,0.000050425584,0.000043393513],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008974674,0.00017443058,0.00025447094,0.00018048524,0.00007121941,0.00009439326,0.00007573281,0.00015906087,0.000020858957],"category_scores_gemma":[0.00015473636,0.00017759063,0.0000320541,0.00013220687,0.00003260278,0.00010929715,0.00002298102,0.00006904883,9.77436e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009700193,0.0000049017185,0.000012020219,0.000086010135,0.000008458486,2.3872147e-7,0.00004580893,0.54577136,0.45042294,0.0021330907,0.00001961234,0.0014858427],"study_design_scores_gemma":[0.0008698599,0.000018352823,0.00012094077,0.00020077986,0.0000159496,5.0258325e-7,0.00006685402,0.6340114,0.36185664,0.0021371825,0.00051849004,0.00018303626],"about_ca_topic_score_codex":0.000071755436,"about_ca_topic_score_gemma":0.000052993608,"teacher_disagreement_score":0.20810594,"about_ca_system_score_codex":0.00007379997,"about_ca_system_score_gemma":0.00004215512,"threshold_uncertainty_score":0.7241936},"labels":[],"label_agreement":null},{"id":"W4415245005","doi":"10.1007/978-981-96-7795-5_22","title":"Performance of Large Diameter Bored Cast-In-Situ Piles in Coastal Areas","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carbon Engineering (Canada)","funders":"","keywords":"Pile; Structural load; Drag; Dynamic load testing; Load testing; Numerical models","score_opus":0.004977073598708315,"score_gpt":0.18551110213508762,"score_spread":0.18053402853637932,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415245005","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26000085,0.014917397,0.5392218,0.0001422326,0.004622864,0.003180109,0.00055863766,0.0028878902,0.17446816],"genre_scores_gemma":[0.99845535,0.0004605034,0.0005293517,0.000009174703,0.00006386766,0.0000344487,0.000080742706,0.000119008015,0.00024758323],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982119,0.0000074386444,0.00068281,0.00035553932,0.00023196216,0.0005103363],"domain_scores_gemma":[0.9992015,0.00027320086,0.000049651044,0.00038417,0.00003414512,0.000057345544],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020557326,0.00052721374,0.00074796646,0.0009399256,0.000010682855,0.000014434372,0.00023425065,0.0006701121,0.00003327614],"category_scores_gemma":[0.0001997754,0.00060237513,0.000121811994,0.0003281226,0.000022533493,0.000082931125,0.00008022954,0.0011392192,0.0000028980596],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009494779,0.000016896882,0.000663807,0.0012643511,0.000022579847,0.000025029301,0.00014233992,0.9936128,0.00082641956,0.00043821146,0.000008302597,0.0029697325],"study_design_scores_gemma":[0.00074938737,0.000054635275,0.005034481,0.0036027322,0.000023773691,0.000006742761,0.0000021870007,0.98570955,0.0016527661,0.00026695034,0.0020917451,0.0008050516],"about_ca_topic_score_codex":0.000033353914,"about_ca_topic_score_gemma":0.0053875814,"teacher_disagreement_score":0.73845446,"about_ca_system_score_codex":0.00024773,"about_ca_system_score_gemma":0.00003551518,"threshold_uncertainty_score":0.9996428},"labels":[],"label_agreement":null},{"id":"W4415486743","doi":"10.1139/cgj-2025-0643","title":"Long-term performance of geogrid embedded in railway pile-supported embankment","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Geogrid; Subsoil; Levee; Geosynthetics; Serviceability (structure); Tension (geology); Consolidation (business); Geotextile","score_opus":0.005612523003001765,"score_gpt":0.20239863805157754,"score_spread":0.19678611504857577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415486743","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98617625,0.0004020331,0.01153086,0.00023341546,0.00047995287,0.0001971328,0.000009725855,0.00015015324,0.00082046975],"genre_scores_gemma":[0.9993837,0.00026981122,0.00010817806,0.00007426561,0.000039538332,0.000012947434,0.000010683554,0.000021649048,0.0000792586],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99856097,0.000021104597,0.0005902573,0.00014998732,0.00017751336,0.0005001887],"domain_scores_gemma":[0.99924976,0.00003448389,0.00004245952,0.00026149018,0.00007438406,0.00033740973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003553652,0.0001772268,0.00028962744,0.0006016641,0.000052242256,0.000032111693,0.0003126301,0.0002486074,0.00017518614],"category_scores_gemma":[0.000094629206,0.00018422102,0.000092524344,0.0006421463,0.00005568484,0.00010251376,0.000024409765,0.0007353454,0.000008496912],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010288767,0.000028671038,0.0052523254,0.00013366768,0.000030425283,0.000052682,0.000035178346,0.96899295,0.001078068,0.00013252423,0.0005902148,0.023662988],"study_design_scores_gemma":[0.001344486,0.00017269302,0.3760581,0.0008694471,0.000048197824,0.00013712881,0.00002678765,0.61127317,0.0037221059,0.0001991317,0.005591885,0.0005568967],"about_ca_topic_score_codex":0.0003918532,"about_ca_topic_score_gemma":0.0016829382,"teacher_disagreement_score":0.37080577,"about_ca_system_score_codex":0.0004717355,"about_ca_system_score_gemma":0.00026628815,"threshold_uncertainty_score":0.7512315},"labels":[],"label_agreement":null},{"id":"W4415633236","doi":"10.1139/cgj-2025-0278","title":"A time-varying critical acceleration framework for an embedded cantilever retaining wall in saturated sand","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Cantilever; Retaining wall; Centrifuge; Acceleration; Softening; Displacement (psychology); Pore water pressure; Deformation (meteorology); Monte Carlo method","score_opus":0.015977624400990525,"score_gpt":0.26345047449017733,"score_spread":0.24747285008918682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415633236","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15795435,0.00065341097,0.83558226,0.002438644,0.0008821615,0.00066819205,0.000033530025,0.00071694196,0.0010705038],"genre_scores_gemma":[0.9951638,0.000025788811,0.004270343,0.0003117266,0.000109763096,0.000030990752,0.000024139848,0.000037675316,0.000025787265],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99854153,0.000042450363,0.0004615594,0.00022028723,0.00013260673,0.000601573],"domain_scores_gemma":[0.9989277,0.0002515176,0.00002293189,0.00021570001,0.00012786676,0.0004542898],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045693616,0.00019328007,0.0002684123,0.00044795423,0.00018511633,0.00018153847,0.00023466609,0.00049506937,0.00006689414],"category_scores_gemma":[0.001308797,0.0002099972,0.00007844447,0.00054622407,0.000051263592,0.00025155154,0.000012721046,0.0010139836,0.0000052358914],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018410788,0.000015003305,0.000023945093,0.000052809388,0.000018240537,0.00002423215,0.00010480664,0.9860768,0.001750109,0.003037457,0.0010356011,0.007842624],"study_design_scores_gemma":[0.00033055543,0.000053237105,0.0005773266,0.000305941,0.000020321439,0.000032119617,0.000029167637,0.9889255,0.00028991626,0.006492051,0.0026910119,0.00025285376],"about_ca_topic_score_codex":0.0006490571,"about_ca_topic_score_gemma":0.0012322298,"teacher_disagreement_score":0.83720946,"about_ca_system_score_codex":0.0005483575,"about_ca_system_score_gemma":0.0003067674,"threshold_uncertainty_score":0.85634375},"labels":[],"label_agreement":null},{"id":"W4415646622","doi":"10.1016/j.geotexmem.2025.10.007","title":"Mechanical and economic performance of geogrid-reinforced base pavements: An integrated numerical, experimental, and field study","year":2025,"lang":"en","type":"article","venue":"Geotextiles and Geomembranes","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Geogrid; Durability; Flexural strength; Deflection (physics); Reinforcement; Limiting; Base course; Stress (linguistics); Solid mechanics; Base (topology)","score_opus":0.005210556049427892,"score_gpt":0.21314779304031112,"score_spread":0.20793723699088323,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415646622","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986843,0.00041940823,0.0004270074,0.000029654733,0.00008419002,0.00019035983,0.000005699386,0.0001052634,0.000054114],"genre_scores_gemma":[0.9995021,0.00034478586,0.000017990027,0.000039323593,0.000010305535,0.000023809556,0.000008365788,0.000010447318,0.000042855707],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999369,0.000012429667,0.0002347578,0.0001871732,0.0000519156,0.00014471199],"domain_scores_gemma":[0.9996981,0.00005046993,0.000019696925,0.00014830957,0.00001476155,0.00006865853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010010138,0.00014894786,0.00022348018,0.00008266783,0.00006105445,0.000037512036,0.0000617109,0.00007495157,0.00003452236],"category_scores_gemma":[0.000012961666,0.00013612412,0.000016802547,0.00008003277,0.000032605913,0.00013526951,0.000055432458,0.00009048413,7.40472e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052403528,0.00006889125,0.00032290208,0.00031075723,0.0000619843,0.0000014192519,0.00039404142,0.97363967,0.01040003,0.00046061722,0.00003259089,0.0142547],"study_design_scores_gemma":[0.0005896958,0.0005083553,0.0025060847,0.00004738929,0.000021495942,0.0000020784046,0.0008975026,0.9916064,0.0033072094,0.000017565751,0.00033837266,0.00015780743],"about_ca_topic_score_codex":0.00019374657,"about_ca_topic_score_gemma":0.000010836151,"teacher_disagreement_score":0.01796678,"about_ca_system_score_codex":0.000011969862,"about_ca_system_score_gemma":0.000007302644,"threshold_uncertainty_score":0.555098},"labels":[],"label_agreement":null},{"id":"W4416065368","doi":"10.1007/978-981-96-8532-5_13","title":"Soil Structure Interaction Effect in Foundations","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Foundation (evidence); Roof; Soil structure interaction; Displacement (psychology); Shallow foundation; Base (topology)","score_opus":0.004772970081056044,"score_gpt":0.2059924358132978,"score_spread":0.20121946573224175,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416065368","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0059682615,0.0050700027,0.86598015,0.00019884216,0.007226714,0.0017964377,0.00013875554,0.003766916,0.10985391],"genre_scores_gemma":[0.9981649,0.00018471651,0.0003501769,0.000019990082,0.00019948736,0.000044741133,0.0001808783,0.00015975811,0.0006953466],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985191,0.000010429535,0.0005044505,0.0003857724,0.00019934386,0.00038086702],"domain_scores_gemma":[0.9989773,0.00050362793,0.000040040988,0.0003894277,0.000029854365,0.00005972095],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012753104,0.00058794155,0.000576963,0.0009134002,0.000024050401,0.000052787454,0.00020583591,0.00085910637,0.00013939424],"category_scores_gemma":[0.00035603537,0.00065456843,0.00013357995,0.0002941256,0.000016070657,0.0001104565,0.00004975729,0.0017214839,0.000009791684],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000044814865,0.0000036098231,0.000020276531,0.00065433676,0.000033577628,0.00001218604,0.000057965368,0.9870536,0.0005378266,0.0010475434,0.000033939818,0.010540712],"study_design_scores_gemma":[0.00040576162,0.000037816,0.00013960169,0.0018429155,0.000041799278,0.0000078261455,5.562703e-7,0.9822586,0.0008260367,0.003829673,0.0098456545,0.0007637372],"about_ca_topic_score_codex":0.000028516773,"about_ca_topic_score_gemma":0.0023152167,"teacher_disagreement_score":0.9921966,"about_ca_system_score_codex":0.0006489209,"about_ca_system_score_gemma":0.000028990982,"threshold_uncertainty_score":0.9995906},"labels":[],"label_agreement":null},{"id":"W4416181705","doi":"10.1139/cgj-2025-0243","title":"Coconut shell fiber for reinforcing lime-stabilized soil: A sustainable approach to improve resilience","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Durability; Brittleness; Reinforcement; Resilience (materials science); Ultimate tensile strength; Compressive strength; Fiber; Lime","score_opus":0.004774662220047797,"score_gpt":0.2002074491868972,"score_spread":0.1954327869668494,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416181705","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.014349488,0.00053658464,0.9575991,0.0011670575,0.0005901689,0.0019019018,0.00003391253,0.00079779624,0.023023967],"genre_scores_gemma":[0.9893788,0.000025216395,0.004160197,0.00031632127,0.00013998132,0.00023378777,0.000011593962,0.00006251644,0.005671592],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99788404,0.000021378108,0.00053939526,0.00031360582,0.00018251823,0.0010590792],"domain_scores_gemma":[0.9982951,0.0001351413,0.000036547724,0.00041417012,0.0002640413,0.0008549522],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00071537367,0.00026079433,0.000341967,0.0005226284,0.0003212048,0.00020009678,0.0004831122,0.0003446612,0.00004197508],"category_scores_gemma":[0.0009997997,0.00026938366,0.00016896642,0.00078136707,0.000045855155,0.00017812989,0.000052349333,0.00069849886,0.000015544336],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017292607,0.000010418246,0.000002330283,0.00017279286,0.000021857768,0.000008003661,0.000035672656,0.9825419,0.00078568276,0.0051355525,0.005633611,0.005634891],"study_design_scores_gemma":[0.00071163225,0.000121009034,0.00008570033,0.000113074064,0.00003896746,0.000034131415,0.00018313307,0.8029663,0.0010172497,0.0014078658,0.19289547,0.00042548115],"about_ca_topic_score_codex":0.001502967,"about_ca_topic_score_gemma":0.000393216,"teacher_disagreement_score":0.9750293,"about_ca_system_score_codex":0.0010069093,"about_ca_system_score_gemma":0.000555908,"threshold_uncertainty_score":0.99997586},"labels":[],"label_agreement":null},{"id":"W4416196650","doi":"10.1051/e3sconf/202566202004","title":"Numerical modelling of geosynthetic reinforced fills over voids","year":2025,"lang":"fr","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada); Royal Military College of Canada","funders":"","keywords":"Void (composites); Reinforcement; Numerical models; Permafrost; Finite element method; Subsidence","score_opus":0.013969870396010836,"score_gpt":0.22065664736689786,"score_spread":0.20668677697088703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416196650","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14319152,0.0043843323,0.8105059,0.00046881888,0.0012853725,0.00020278302,0.000033085682,0.00015827047,0.039769877],"genre_scores_gemma":[0.9960444,0.0006373618,0.0010224469,0.000007385446,0.00003037012,0.000006956852,0.0000076314855,0.000014067051,0.0022293793],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99872905,0.000034334007,0.00058749475,0.00017554118,0.00021447279,0.00025908957],"domain_scores_gemma":[0.99918485,0.00026065443,0.00008779687,0.00026798152,0.00013805517,0.000060664013],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019815397,0.00019742707,0.00045045628,0.00015914912,0.000025999778,0.000018294584,0.00022250165,0.00025434396,0.00048666197],"category_scores_gemma":[0.00014894828,0.00020650544,0.00013502593,0.0004091447,0.00013904362,0.000088496985,0.000035494384,0.00022671519,0.000008190135],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000078033645,0.00001975252,0.00011715393,0.0006360321,0.000056041074,4.8783124e-7,0.00011026641,0.88862354,0.00064187736,0.10470581,0.000094116556,0.004987134],"study_design_scores_gemma":[0.00023023204,0.00006361814,0.00031054657,0.0008714167,0.000057149195,5.328955e-7,0.000043252636,0.9806772,0.0069274623,0.0017636633,0.008883874,0.00017109113],"about_ca_topic_score_codex":0.00081571785,"about_ca_topic_score_gemma":0.000006846085,"teacher_disagreement_score":0.8528529,"about_ca_system_score_codex":0.00003496505,"about_ca_system_score_gemma":0.00034885397,"threshold_uncertainty_score":0.8421048},"labels":[],"label_agreement":null},{"id":"W4416196675","doi":"10.1051/e3sconf/202566202002","title":"Insights on the numerical modelling of geosynthetic reinforced soil walls including varying atmospheric conditions","year":2025,"lang":"fr","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Universitat Politècnica de Catalunya; Ministerio de Economía y Competitividad","keywords":"Numerical models; Numerical modeling; Computer simulation; Reinforcement; Thermal; Moisture; Boundary value problem; Constitutive equation","score_opus":0.028184596466429745,"score_gpt":0.23496255132222332,"score_spread":0.2067779548557936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416196675","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43234769,0.002523592,0.51151896,0.0017788424,0.0011294116,0.0003483262,0.000021161242,0.00019042638,0.050141595],"genre_scores_gemma":[0.9983165,0.00050299114,0.0004858734,0.000029259074,0.000033942404,0.000024570138,0.000008987745,0.000018314771,0.00057954475],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985458,0.000079999554,0.0006345611,0.0002069338,0.00026644592,0.00026622435],"domain_scores_gemma":[0.99837416,0.00094296027,0.00013651332,0.0003285602,0.0001601043,0.000057684356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019506655,0.0002434399,0.0004357675,0.0000627636,0.00013719274,0.00003448837,0.0003148937,0.00021474429,0.00021028261],"category_scores_gemma":[0.00023096925,0.00020282615,0.00014451804,0.0006376638,0.00019844386,0.000103136386,0.00006790709,0.00036187188,0.000010732413],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000059780214,0.000022174572,0.000012914761,0.00022292556,0.00006580844,5.547936e-7,0.000238546,0.702936,0.0014902218,0.29414478,0.000030373723,0.00082976476],"study_design_scores_gemma":[0.000192958,0.000073475974,0.00007221006,0.0013764699,0.000075345,6.215382e-7,0.00019254677,0.9810055,0.008339966,0.006837633,0.0016528354,0.00018046092],"about_ca_topic_score_codex":0.00045800023,"about_ca_topic_score_gemma":0.00001026756,"teacher_disagreement_score":0.5659688,"about_ca_system_score_codex":0.00006633754,"about_ca_system_score_gemma":0.00036856078,"threshold_uncertainty_score":0.82710105},"labels":[],"label_agreement":null},{"id":"W4416196677","doi":"10.1051/e3sconf/202566202003","title":"Numerical investigation on the interaction effect of back-to-back MSE walls with different facing conditions","year":2025,"lang":"fr","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Mechanically stabilized earth; Parametric statistics; Thrust; Interaction; Ultimate tensile strength; Reinforcement; Soil structure interaction; Retaining wall","score_opus":0.015000091655255168,"score_gpt":0.2375255296524159,"score_spread":0.22252543799716074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416196677","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96351063,0.00016253094,0.022686817,0.0030342354,0.0007095996,0.00049087487,0.000027788295,0.00006073339,0.00931679],"genre_scores_gemma":[0.9993157,0.000055101897,0.00007646695,0.000029424851,0.00002731245,0.00003733131,0.000023812658,0.000012350218,0.00042251957],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99890894,0.00014599295,0.00037621957,0.00018529822,0.00020327036,0.00018025932],"domain_scores_gemma":[0.99855214,0.0009519205,0.00009558936,0.00022810491,0.00010322827,0.00006900425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001798088,0.0002214081,0.00036260328,0.00015285992,0.000049228747,0.000034683628,0.00015685525,0.00012510776,0.0004084567],"category_scores_gemma":[0.00023851756,0.00014859713,0.00007636179,0.0004174288,0.00013376027,0.000082671395,0.00002276873,0.00027887285,0.000042862885],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007506257,0.000069674825,0.005317275,0.0012035893,0.00017044504,4.8914984e-7,0.00037624,0.9302167,0.008379933,0.048719898,0.0007280603,0.0047426303],"study_design_scores_gemma":[0.0010475295,0.0021784245,0.028581334,0.008403617,0.0002411244,0.0000028585694,0.00036265657,0.65985215,0.2919696,0.0013438021,0.0055289306,0.0004879634],"about_ca_topic_score_codex":0.00023328868,"about_ca_topic_score_gemma":0.000046268593,"teacher_disagreement_score":0.2835897,"about_ca_system_score_codex":0.00007257182,"about_ca_system_score_gemma":0.000119447366,"threshold_uncertainty_score":0.6059615},"labels":[],"label_agreement":null},{"id":"W4416198488","doi":"10.1051/e3sconf/202566205007","title":"Relevant aspects to consider on life cycle assessment of geosynthetic reinforced soil wall","year":2025,"lang":"fr","type":"article","venue":"E3S Web of Conferences","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Universitat Politècnica de Catalunya; Ministerio de Economía y Competitividad","keywords":"Life-cycle assessment; Work (physics); Sustainability; Environmental impact assessment; Retaining wall; Life cycle inventory; Impact assessment","score_opus":0.013329890552100066,"score_gpt":0.26137911516486034,"score_spread":0.24804922461276027,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416198488","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6931315,0.0017365955,0.033802353,0.010714001,0.0025332998,0.00073288305,0.000055244287,0.0003327794,0.25696135],"genre_scores_gemma":[0.997549,0.0003004688,0.0005694827,0.00008781125,0.000028721774,0.000019093251,0.000005752447,0.000017953142,0.0014217347],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99841726,0.00005449538,0.0006580744,0.00024654507,0.00031566754,0.00030794437],"domain_scores_gemma":[0.9987011,0.0004620919,0.00010284187,0.00038918728,0.00020191472,0.00014287751],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00030488058,0.00024259157,0.00052705425,0.00024139119,0.000035319434,0.000028913668,0.00022774968,0.00021416465,0.00039130516],"category_scores_gemma":[0.0006650499,0.00024678992,0.000113375885,0.0003807879,0.00011535705,0.000057657096,0.000059325597,0.00026156745,0.000021552401],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008539982,0.00003594698,0.00006533275,0.00044387873,0.00006871733,0.0000013357421,0.000078952384,0.68600893,0.0017438453,0.30809334,0.00024469994,0.0032065073],"study_design_scores_gemma":[0.0004786662,0.00035257122,0.0070413323,0.0019218959,0.00008585718,8.378292e-7,0.00015497416,0.9680118,0.008072418,0.0033374773,0.0102501875,0.00029199073],"about_ca_topic_score_codex":0.00065038307,"about_ca_topic_score_gemma":0.00013167536,"teacher_disagreement_score":0.30475587,"about_ca_system_score_codex":0.00008344575,"about_ca_system_score_gemma":0.0011037217,"threshold_uncertainty_score":0.99999845},"labels":[],"label_agreement":null},{"id":"W4416948001","doi":"10.1680/jgere.24.00054","title":"Effect of voids on soil-nailed wall performance; a numerical study","year":2025,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Void (composites); Deformation (meteorology); Horizontal and vertical; Surface (topology); Computer simulation","score_opus":0.0166842746724812,"score_gpt":0.3279323590400778,"score_spread":0.3112480843675966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416948001","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98990846,0.00007703113,0.0049672592,0.00015236562,0.00009458912,0.0007457285,0.0000018758317,0.0006179481,0.0034347363],"genre_scores_gemma":[0.99940616,0.00003229896,0.000014241733,0.000008071007,0.000023422816,0.00021628037,0.0000038159083,0.000030176267,0.0002655489],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978478,0.0002355892,0.00033986568,0.00030679072,0.0007256466,0.0005443378],"domain_scores_gemma":[0.99813247,0.0010314133,0.000013275486,0.00059279473,0.000117549636,0.000112506306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024300446,0.00019377477,0.0003782054,0.00042184853,0.000096411786,0.000024461815,0.00043853433,0.00023881216,0.000035385296],"category_scores_gemma":[0.00089531625,0.00016084698,0.000096995565,0.0014465699,0.000099284865,0.000046987963,0.00015737438,0.0011502941,0.00006768269],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019737596,0.0002676309,0.0003607901,0.00039302345,0.000055122153,0.000005811214,0.000042751857,0.95083034,0.0021998354,0.0003216923,0.0012448081,0.044080827],"study_design_scores_gemma":[0.0012142133,0.004437466,0.008060385,0.00016539833,0.000026766842,9.088831e-7,0.000020967553,0.96873325,0.013371114,0.000077828394,0.0036555086,0.0002361889],"about_ca_topic_score_codex":0.000035251072,"about_ca_topic_score_gemma":0.0000019227803,"teacher_disagreement_score":0.04384464,"about_ca_system_score_codex":0.00016983315,"about_ca_system_score_gemma":0.00003473196,"threshold_uncertainty_score":0.65591496},"labels":[],"label_agreement":null},{"id":"W4417210593","doi":"10.1520/jte20240285","title":"Study the Crack Development of Geosynthetics Interlayers in Bituminous Structures under Different Temperatures","year":2025,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Overlay; Reinforcement; Geosynthetics; Geotextile; Asphalt; Composite number; Displacement (psychology); Stress (linguistics)","score_opus":0.03907004390934283,"score_gpt":0.29158407405140674,"score_spread":0.2525140301420639,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417210593","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99713165,0.00039360553,0.0021271738,0.000028423989,0.00015716751,0.0001053743,1.3520994e-7,0.00001120792,0.00004524773],"genre_scores_gemma":[0.9993488,0.0000086862565,0.000617986,0.0000036188028,0.0000116624415,0.0000028369375,2.8170666e-7,0.000004039896,0.0000020952787],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9993311,0.000042922442,0.0003404615,0.000043058728,0.00018298336,0.000059443337],"domain_scores_gemma":[0.99955225,0.00019952671,0.00006219504,0.000055672546,0.00011723177,0.000013105652],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066707836,0.00006452644,0.00011526685,0.0001177936,0.00003312554,0.000021807076,0.00005826527,0.000027598962,0.0000014830654],"category_scores_gemma":[0.00048348412,0.000041100506,0.000014424566,0.00014670446,0.000011378787,0.000031741005,0.000012802138,0.0001470203,4.1559332e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000049492483,0.000036552377,0.004084878,0.00003732038,0.000032049156,4.134867e-7,0.0011311357,0.9537762,0.0037132984,0.000015022282,0.00000798837,0.0371602],"study_design_scores_gemma":[0.0005668029,0.00010756091,0.6165429,0.00035113594,0.00007232212,0.0000089857085,0.0018106612,0.37696302,0.0021635457,0.0013303928,0.000005450215,0.00007725226],"about_ca_topic_score_codex":0.0000037412826,"about_ca_topic_score_gemma":0.000018116678,"teacher_disagreement_score":0.612458,"about_ca_system_score_codex":0.00006072804,"about_ca_system_score_gemma":0.00003534131,"threshold_uncertainty_score":0.167603},"labels":[],"label_agreement":null},{"id":"W4417408660","doi":"10.1139/cgj-2025-0383","title":"Dynamic behaviour of biochar-amended soil under cyclic undrained conditions","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Biochar; Cohesion (chemistry); Triaxial shear test; Soil water; Soil stabilization; Dissipation; Reinforcement; Bearing capacity; Earthworks","score_opus":0.0054680324853118726,"score_gpt":0.21737299780220862,"score_spread":0.21190496531689673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417408660","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7714606,0.0010520801,0.21965225,0.002883603,0.0012460217,0.00035403002,0.0001802953,0.00073488505,0.0024362372],"genre_scores_gemma":[0.999396,0.00008731029,0.00013471887,0.000121126715,0.000020528221,0.0000112391635,0.00002808288,0.000028122235,0.00017283524],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99882716,0.00002286609,0.00044338792,0.00014167128,0.00014948245,0.0004154234],"domain_scores_gemma":[0.9991495,0.000050089227,0.000040521736,0.00025923323,0.0000947261,0.00040594037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001918066,0.00017040856,0.0002447924,0.0005280797,0.00013126587,0.00003754138,0.00027154048,0.00028596728,0.0001618268],"category_scores_gemma":[0.000105588944,0.00018389219,0.00013726081,0.0005613912,0.00009427066,0.000073437506,0.000019289988,0.0006235551,0.00001522134],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000019121412,0.000019800249,0.000034583405,0.000030580057,0.000050569168,0.0000157251,0.000014979253,0.9844768,0.009340192,0.0037241073,0.0011894136,0.0011013199],"study_design_scores_gemma":[0.0019204284,0.00017467208,0.029323807,0.00065687764,0.00022855077,0.00034159626,0.0003542248,0.92181236,0.005357912,0.030442012,0.008259954,0.0011275812],"about_ca_topic_score_codex":0.0009494828,"about_ca_topic_score_gemma":0.0033965155,"teacher_disagreement_score":0.22793543,"about_ca_system_score_codex":0.0005141442,"about_ca_system_score_gemma":0.00029443024,"threshold_uncertainty_score":0.7498906},"labels":[],"label_agreement":null},{"id":"W561043914","doi":"","title":"Novel Model to Predict the Corrosion of Mechanically Stabilized Earth Structures","year":2013,"lang":"en","type":"article","venue":"2013 CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION: BETTER - FASTER - SAFER","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Galvanization; Corrosion; Mechanically stabilized earth; Compaction; Geotechnical engineering; Service life; Water content; Metallurgy; Moisture; Materials science; Soil water; Environmental science; Engineering; Composite material; Reinforcement; Soil science; Layer (electronics)","score_opus":0.007742965496427772,"score_gpt":0.17356329400477447,"score_spread":0.1658203285083467,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W561043914","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8793778,0.000016173964,0.11691635,0.0023498244,0.0001809837,0.0005646214,0.0004807399,0.00003961605,0.000073909316],"genre_scores_gemma":[0.9985242,0.00002141505,0.00093220087,0.0001971455,0.000013830792,0.000049173574,0.00012993673,0.000020135232,0.00011198859],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9982373,0.000029153516,0.0007613107,0.00016975033,0.00061391183,0.00018856172],"domain_scores_gemma":[0.99885535,0.00008544189,0.00026492705,0.00021765233,0.00049659505,0.00008002045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016719433,0.00018316005,0.00029698567,0.00006049915,0.0000665399,0.000016142787,0.000171549,0.00012951044,0.0001571558],"category_scores_gemma":[0.000022388456,0.00013752887,0.00009011849,0.00022150518,0.000042004787,0.00021317494,0.0000028035683,0.00015536867,5.404867e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000042128097,0.00004595182,0.0041962974,0.00030348016,0.00007712894,1.3244319e-7,0.002262737,0.8387244,0.14806762,0.0038724327,0.0015384953,0.00086922647],"study_design_scores_gemma":[0.0016462486,0.00010769582,0.78614956,0.00028539475,0.00020829758,3.9400632e-7,0.0005116668,0.15995704,0.047931537,0.0022794323,0.00047389322,0.00044883284],"about_ca_topic_score_codex":0.008336942,"about_ca_topic_score_gemma":0.093034625,"teacher_disagreement_score":0.7819533,"about_ca_system_score_codex":0.000048751725,"about_ca_system_score_gemma":0.000128437,"threshold_uncertainty_score":0.99826664},"labels":[],"label_agreement":null},{"id":"W568764585","doi":"","title":"Rutting Behaviour of Flexible Pavements Aggregate Bases Measured with Small-Scale Laboratory Heavy Vehicle Simulator","year":2012,"lang":"en","type":"article","venue":"2012 CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION: INNOVATIONS AND OPPORTUNITIES","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rut; Geogrid; Aggregate (composite); Geotechnical engineering; Reinforcement; Engineering; Deformation (meteorology); Frost (temperature); Geotextile; Environmental science; Structural engineering; Materials science; Asphalt; Composite material","score_opus":0.02316175652766801,"score_gpt":0.19380162473546614,"score_spread":0.17063986820779814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W568764585","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939547,0.00018243244,0.004399609,0.00032013212,0.000118217635,0.00018115272,0.00067957013,0.00004187477,0.00012230373],"genre_scores_gemma":[0.99913746,0.00011914651,0.00026494043,0.000043546224,0.000013714998,0.000022230002,0.0002593567,0.000015651362,0.00012393852],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99879056,0.000024786408,0.0005720048,0.00009156811,0.00035260574,0.00016845578],"domain_scores_gemma":[0.9987409,0.00005690244,0.00034863438,0.00010797932,0.000674533,0.00007104644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026061796,0.00013812054,0.00022865486,0.00009508992,0.000097658114,0.00000971178,0.000052801028,0.000085901156,0.000045153432],"category_scores_gemma":[0.000012356102,0.00012642072,0.00003057307,0.00030298185,0.00006526078,0.00034035082,0.0000012239042,0.00009531564,4.0709747e-8],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015933112,0.00041327707,0.7314107,0.0023834852,0.00059977686,0.0000021346093,0.011937038,0.14652124,0.018433636,0.08084082,0.0009949765,0.006303629],"study_design_scores_gemma":[0.0009701246,0.00007119296,0.96517074,0.0003753286,0.0001930248,3.7911101e-7,0.0034342671,0.0018332717,0.025797365,0.00011675776,0.0017145609,0.00032301352],"about_ca_topic_score_codex":0.0032400126,"about_ca_topic_score_gemma":0.026424311,"teacher_disagreement_score":0.23376006,"about_ca_system_score_codex":0.000047066438,"about_ca_system_score_gemma":0.00020038635,"threshold_uncertainty_score":0.99134094},"labels":[],"label_agreement":null},{"id":"W569512096","doi":"","title":"Highway 99 Shoulder Bus Lane at BNR Overhead: Complex Fast-Tracked Bridge Widening and Seismic Retrofit to Provide Streamlined and Sustainable Commuter Option","year":2013,"lang":"en","type":"article","venue":"2013 CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION: BETTER - FASTER - SAFER","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Engineering; Deck; Civil engineering; Schedule; Transport engineering; Bus rapid transit; Precast concrete; Computer science; Public transport; Structural engineering","score_opus":0.008311138450750377,"score_gpt":0.18747526309608756,"score_spread":0.17916412464533718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W569512096","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9810146,0.00003383429,0.013685139,0.0042256047,0.00009089687,0.00058509625,0.00023630308,0.00006609853,0.00006240546],"genre_scores_gemma":[0.99807066,0.000048809092,0.00040626107,0.00033989403,0.000022737278,0.00005678397,0.0004454407,0.000028103274,0.0005812957],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9983407,0.000044596873,0.0006399804,0.0002437574,0.00042955435,0.00030137677],"domain_scores_gemma":[0.9989718,0.00008070973,0.00021205503,0.0001686827,0.0004359441,0.00013077629],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017170706,0.00023643365,0.00033715277,0.00009940925,0.00013988897,0.000046995676,0.00008850918,0.00015289198,0.00013467297],"category_scores_gemma":[0.00001615299,0.00022418203,0.000045802535,0.00020301486,0.000050421033,0.00041983539,0.000005944804,0.00016492646,9.545354e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037989652,0.0002243863,0.37009183,0.005020242,0.0008143317,0.000015932897,0.024251044,0.47316438,0.06697168,0.0072744903,0.036095712,0.015696066],"study_design_scores_gemma":[0.00088568643,0.00006429604,0.97666204,0.00014068277,0.000088911955,9.787462e-7,0.0004202846,0.01802359,0.0017271274,0.0002724472,0.001428155,0.00028580203],"about_ca_topic_score_codex":0.024755388,"about_ca_topic_score_gemma":0.08603374,"teacher_disagreement_score":0.6065702,"about_ca_system_score_codex":0.0001550811,"about_ca_system_score_gemma":0.00006716944,"threshold_uncertainty_score":0.98173887},"labels":[],"label_agreement":null},{"id":"W575467407","doi":"","title":"Modeling the In Situ Performance of Granular Materials Stabilized with Cement","year":2012,"lang":"en","type":"article","venue":"2012 CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION: INNOVATIONS AND OPPORTUNITIES","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Subgrade; Cement; Compaction; Granular material; Geotechnical engineering; Subbase; Materials science; Base course; Rut; Orthotropic material; Asphalt; Structural engineering; Composite material; Engineering; Finite element method","score_opus":0.020357189886112636,"score_gpt":0.18793340214115822,"score_spread":0.1675762122550456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W575467407","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961724,0.00010915736,0.0026612314,0.00048640234,0.00007730852,0.00019311353,0.0001801905,0.000014038764,0.00010610567],"genre_scores_gemma":[0.99929535,0.00033536257,0.00008196417,0.00002566816,0.000007926251,0.00002764349,0.00018357992,0.000009053383,0.000033472847],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99890685,0.000023881845,0.0005759424,0.000065657565,0.0002945292,0.00013311575],"domain_scores_gemma":[0.9993249,0.000041901967,0.0001987931,0.00009333605,0.0003114483,0.000029612942],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034210648,0.00010742334,0.0001993957,0.00007849294,0.0000655166,0.000007062944,0.000053376876,0.000059765087,0.000029674795],"category_scores_gemma":[0.000008478277,0.00008025316,0.000018375866,0.00022901765,0.000054380882,0.0002994129,0.0000010477297,0.000079250596,1.8019815e-8],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015668212,0.00015766232,0.10175836,0.0022994077,0.00018411478,5.60132e-7,0.011184759,0.7052853,0.03165798,0.14466918,0.0001526771,0.0024933363],"study_design_scores_gemma":[0.0017415426,0.00010639302,0.92722744,0.0005380573,0.00020622804,9.0908395e-7,0.006000078,0.033321008,0.029230207,0.00052149623,0.0006596633,0.0004469672],"about_ca_topic_score_codex":0.0036938675,"about_ca_topic_score_gemma":0.05554186,"teacher_disagreement_score":0.8254691,"about_ca_system_score_codex":0.0000404434,"about_ca_system_score_gemma":0.00012999123,"threshold_uncertainty_score":0.96169204},"labels":[],"label_agreement":null},{"id":"W591773080","doi":"","title":"Laboratory Characterization of Saskatoon Tire Derived Aggregate (TDA)","year":2014,"lang":"fr","type":"article","venue":"Transportation 2014: Past, Present, Future - 2014 Conference and Exhibition of the Transportation Association of Canada // Transport 2014 : Du passé vers l'avenir - 2014 Congrès et Exposition de 'Association des transports du Canada","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Aggregate (composite); Scrap; Geotechnical engineering; Permeability (electromagnetism); Stiffness; Finite element method; Materials science; Environmental science; Engineering; Structural engineering; Composite material","score_opus":0.0035415557122787287,"score_gpt":0.16945116755828987,"score_spread":0.16590961184601113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W591773080","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94742185,0.0005887325,0.02438567,0.013583955,0.0029819715,0.001358493,0.009129357,0.00017518725,0.0003747857],"genre_scores_gemma":[0.98839647,0.0043223216,0.0003026235,0.00030795543,0.00047647528,0.000108921704,0.0053676353,0.00014157215,0.0005760317],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9924118,0.0006525762,0.0028080752,0.0008267373,0.002273089,0.0010277263],"domain_scores_gemma":[0.9924071,0.00044781098,0.0032285943,0.0006054111,0.0027658844,0.00054524373],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0017839528,0.00093949307,0.0014537487,0.00027987995,0.00043252288,0.00007223913,0.00048647998,0.0010365455,0.0006922032],"category_scores_gemma":[0.00007567882,0.0010587395,0.0005112117,0.00063265907,0.00028471855,0.0012907757,0.0000057582233,0.0007945662,0.0000032368794],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009102786,0.0009081323,0.5982014,0.008260882,0.0022128425,0.00004783368,0.012644378,0.20926332,0.0689239,0.014350208,0.08087985,0.0033969549],"study_design_scores_gemma":[0.0035118388,0.000222064,0.91057056,0.00092171074,0.0013771268,0.0000038753096,0.0005274289,0.00511203,0.020221325,0.00027649265,0.056087997,0.001167543],"about_ca_topic_score_codex":0.34582642,"about_ca_topic_score_gemma":0.89807457,"teacher_disagreement_score":0.5522481,"about_ca_system_score_codex":0.0020882897,"about_ca_system_score_gemma":0.003216781,"threshold_uncertainty_score":0.9991863},"labels":[],"label_agreement":null},{"id":"W592605289","doi":"","title":"Seasonal Effects on Structural Performance of Alternative Road-Strengthening Systems in Saskatchewan, Canada","year":2009,"lang":"en","type":"article","venue":"Transportation Research Board 88th Annual MeetingTransportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Environmental science; Engineering; Civil engineering; Transport engineering","score_opus":0.015074879806870535,"score_gpt":0.2819585343180614,"score_spread":0.26688365451119084,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W592605289","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973555,0.00026275768,0.00022021701,0.00015691642,0.0002517239,0.0009935217,0.00018118515,0.00019195177,0.00038620405],"genre_scores_gemma":[0.99900687,0.000115614144,0.00021193546,0.000015374626,0.000113775466,0.00014788411,0.00023036786,0.000059000606,0.000099188415],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99365413,0.0003877338,0.0010177072,0.00057305954,0.003152299,0.0012150425],"domain_scores_gemma":[0.9971425,0.000811528,0.000095287134,0.0003693185,0.0011987508,0.00038261333],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001974106,0.00036710763,0.00052744756,0.0008511458,0.00022632931,0.000058407128,0.00047347983,0.0002372825,0.000024059878],"category_scores_gemma":[0.00020916203,0.00037808582,0.00009584026,0.0018594142,0.00015698903,0.00037202775,0.0000044205253,0.0016461776,0.0000055515156],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003752798,0.000056320838,0.0109183835,0.00090547086,0.000039637904,0.00007701498,0.0033434797,0.96166253,0.0025157325,0.00071390806,0.00029829828,0.019093964],"study_design_scores_gemma":[0.0013886981,0.0009033698,0.78008914,0.0009927467,0.000012577892,4.4014385e-7,0.004195999,0.20336495,0.007986712,0.00013928823,0.0004496388,0.00047641504],"about_ca_topic_score_codex":0.20512752,"about_ca_topic_score_gemma":0.3348822,"teacher_disagreement_score":0.76917076,"about_ca_system_score_codex":0.00050532125,"about_ca_system_score_gemma":0.0005013134,"threshold_uncertainty_score":0.9998671},"labels":[],"label_agreement":null},{"id":"W599345004","doi":"","title":"Laboratory Mechanistic Characterization of Granular Base Stabilization Systems in Saskatchewan","year":2010,"lang":"en","type":"article","venue":"Transportation Research Board 89th Annual MeetingTransportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Cement; Granular material; Asphalt; Materials science; Triaxial shear test; Characterization (materials science); Geotechnical engineering; Ultimate tensile strength; Sweep frequency response analysis; Structural engineering; Composite material; Engineering","score_opus":0.019111031328077645,"score_gpt":0.28564921326080944,"score_spread":0.2665381819327318,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W599345004","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9847481,0.00009169012,0.011657894,0.000116489915,0.00047481537,0.0015906625,0.00071668724,0.0004655343,0.0001381271],"genre_scores_gemma":[0.9972781,0.00019557492,0.0005989091,0.000007262727,0.00010653186,0.0004899327,0.0011197425,0.00013322564,0.00007075136],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99360573,0.0005435938,0.0014584218,0.00069239654,0.0025604265,0.0011394361],"domain_scores_gemma":[0.99533266,0.0005613277,0.00013152021,0.0006236349,0.0029154355,0.00043542866],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0052046035,0.0003771664,0.0005572681,0.0017115021,0.00024893656,0.00010485006,0.00049118226,0.0005342184,0.00013602736],"category_scores_gemma":[0.00047942743,0.00042499762,0.0001152776,0.0037655616,0.00038604208,0.000693827,0.000008538377,0.002059223,0.000027979238],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022019942,0.00031761226,0.017093634,0.0022264696,0.00003646815,0.00005353399,0.007218254,0.18756911,0.7767772,0.0069719185,0.00011891858,0.001396669],"study_design_scores_gemma":[0.0037331088,0.00081274373,0.72515666,0.0009699325,0.000071737035,9.994474e-7,0.018788135,0.17249566,0.067689754,0.0015007975,0.0071275244,0.0016529389],"about_ca_topic_score_codex":0.0035926553,"about_ca_topic_score_gemma":0.016365757,"teacher_disagreement_score":0.70908743,"about_ca_system_score_codex":0.00017161637,"about_ca_system_score_gemma":0.00036134757,"threshold_uncertainty_score":0.9998202},"labels":[],"label_agreement":null},{"id":"W600159024","doi":"","title":"Nadahini Creek Geosynthetic Reinforced Soil Integrated Bridge System","year":2014,"lang":"fr","type":"article","venue":"Transportation 2014: Past, Present, Future - 2014 Conference and Exhibition of the Transportation Association of Canada // Transport 2014 : Du passé vers l'avenir - 2014 Congrès et Exposition de 'Association des transports du Canada","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Culvert; Bridge (graph theory); Alluvium; Engineering; Civil engineering; Abutment; Geotechnical engineering; Geology","score_opus":0.004321971808350133,"score_gpt":0.17173527122186766,"score_spread":0.1674132994135175,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W600159024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86839294,0.001064602,0.086685434,0.019734628,0.006644028,0.0025334472,0.012857149,0.00054387696,0.0015438994],"genre_scores_gemma":[0.988914,0.0028208632,0.0002965941,0.00032740703,0.00057365827,0.00015487886,0.0051700575,0.00017282751,0.0015696781],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9910846,0.0007212456,0.0031453944,0.0009999037,0.0026855236,0.0013633377],"domain_scores_gemma":[0.9924321,0.0006891542,0.0027428751,0.0007317094,0.0026541152,0.00075000105],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.002298251,0.0011139296,0.0016248598,0.00028101323,0.00064994895,0.0001458751,0.0006187427,0.0011870422,0.0008301017],"category_scores_gemma":[0.000105941755,0.0012660895,0.00066028896,0.00064177206,0.000265656,0.0011952628,0.000006438916,0.0011039755,0.00000668907],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00049099384,0.00027867063,0.14567932,0.004815539,0.001366496,0.00005640281,0.0055117384,0.67203873,0.0022872738,0.019629167,0.14652577,0.001319906],"study_design_scores_gemma":[0.0056286277,0.00028936102,0.82406205,0.0016529902,0.002369741,0.000018691611,0.0016119421,0.033131156,0.0035068307,0.0003529082,0.12534441,0.0020312779],"about_ca_topic_score_codex":0.81817174,"about_ca_topic_score_gemma":0.97598255,"teacher_disagreement_score":0.67838275,"about_ca_system_score_codex":0.00423155,"about_ca_system_score_gemma":0.0039798035,"threshold_uncertainty_score":0.99959105},"labels":[],"label_agreement":null},{"id":"W600833991","doi":"10.1016/j.soildyn.2015.05.017","title":"Numerical modeling of the dynamic lateral behavior of geosynthetics-reinforced pile foundation system","year":2015,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geosynthetics; Pile; Geotechnical engineering; Foundation (evidence); Parametric statistics; Stiffness; Reinforcement; Structural engineering; Finite element method; Engineering; Geology; Mathematics","score_opus":0.006639962251803103,"score_gpt":0.18119904205068998,"score_spread":0.17455907979888688,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W600833991","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81084013,0.00005988206,0.18835421,0.0000072897838,0.00032521522,0.00011319829,0.000009541109,0.00017325213,0.000117274896],"genre_scores_gemma":[0.9995196,0.000013159899,0.00036664,9.198006e-7,0.000014621083,0.000013296286,0.000017673423,0.00003686753,0.000017253364],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913234,0.000009060209,0.0003598852,0.00011491724,0.00019069691,0.0001931295],"domain_scores_gemma":[0.999537,0.000022035461,0.000041823463,0.00022419434,0.00007526244,0.00009967662],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000158372,0.00015650557,0.00022939245,0.00007742348,0.00002687089,0.000017373319,0.00011458727,0.00010718469,0.0000013761868],"category_scores_gemma":[0.000055022923,0.00013945019,0.000069366215,0.00020233492,0.000022686798,0.000080012964,0.00003473487,0.00015975672,0.0000010425653],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000025412512,0.0000048246748,0.00013111759,0.00021746776,0.000012394989,4.059815e-7,0.000103484286,0.9955748,0.000392886,0.002054357,3.0056992e-7,0.0015054296],"study_design_scores_gemma":[0.0001990216,0.000025368381,0.0015890411,0.000112343296,0.000025614918,0.000009326576,0.000060633694,0.99768114,0.00013865222,0.000011223958,0.0000067967558,0.0001408459],"about_ca_topic_score_codex":0.00006643564,"about_ca_topic_score_gemma":0.000013486207,"teacher_disagreement_score":0.18867943,"about_ca_system_score_codex":0.0000876765,"about_ca_system_score_gemma":0.00001941728,"threshold_uncertainty_score":0.5686614},"labels":[],"label_agreement":null},{"id":"W616543638","doi":"10.17226/13975","title":"Rock-Socketed Shafts for Highway Structure Foundations","year":2006,"lang":"en","type":"book","venue":"Transportation Research Board eBooks","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Principal (computer security); Engineering; Salient; Foundation (evidence); Agency (philosophy); State highway; Civil engineering; Process (computing); Construction engineering; Forensic engineering; Computer science; Geography; Archaeology","score_opus":0.028951188730686334,"score_gpt":0.2860834903501389,"score_spread":0.25713230161945255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W616543638","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008663196,0.0007598605,0.35136655,0.00025677404,0.0021551836,0.00965829,0.008677653,0.008356999,0.6101055],"genre_scores_gemma":[0.28445506,0.000028208158,0.0014891856,0.000019356314,0.00065285986,0.00073646207,0.011078627,0.0004556071,0.7010847],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9976071,0.00002803936,0.00057505077,0.00043174025,0.0007484833,0.0006095715],"domain_scores_gemma":[0.99860704,0.00026597516,0.00005361629,0.00041910764,0.0004892585,0.00016503263],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00023354072,0.00038783366,0.00040415477,0.0004624782,0.00023134115,0.000096065625,0.00030596252,0.000739424,0.00010044607],"category_scores_gemma":[0.000032963228,0.00042851485,0.00020952318,0.00013769143,0.00007347491,0.00007154951,0.0000056280937,0.00097654754,0.000029909152],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047944042,0.000021487727,0.000008515467,0.0021276546,0.00018786817,0.000011148883,0.00033812455,0.7961437,0.001410366,0.026953852,0.16759314,0.0051562022],"study_design_scores_gemma":[0.00083303294,0.00012012884,0.0009825721,0.00026931317,0.000103235514,4.233042e-7,0.000012676724,0.060619317,0.00053065363,0.025068821,0.9106759,0.00078396534],"about_ca_topic_score_codex":0.000082884806,"about_ca_topic_score_gemma":0.0014972785,"teacher_disagreement_score":0.7430827,"about_ca_system_score_codex":0.00036736828,"about_ca_system_score_gemma":0.00021786861,"threshold_uncertainty_score":0.99981666},"labels":[],"label_agreement":null},{"id":"W618018015","doi":"","title":"Field and Laboratory Characterization of Tire Derived Aggregate in Alberta","year":2013,"lang":"en","type":"article","venue":"2013 CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION: BETTER - FASTER - SAFER","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Scrap; Truck; Aggregate (composite); cardboard; Environmental science; Engineering; Compaction; Waste management; Civil engineering; Geotechnical engineering; Automotive engineering; Mechanical engineering; Materials science","score_opus":0.003415625143023008,"score_gpt":0.15474959482183342,"score_spread":0.1513339696788104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W618018015","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99619204,0.000020579879,0.0011348809,0.0020903626,0.000103932005,0.00024832552,0.00013951922,0.000015623158,0.000054722892],"genre_scores_gemma":[0.99942386,0.000090375834,0.000057032164,0.00012385621,0.000009219044,0.000027460572,0.00018006896,0.000013326642,0.000074816526],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9988558,0.000029970113,0.0005877205,0.00012955043,0.00026346048,0.00013345479],"domain_scores_gemma":[0.99928415,0.000072366725,0.00024109177,0.00010977189,0.00024632,0.000046330024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000088456385,0.00013604124,0.00024717694,0.000074241594,0.000028213954,0.000010450579,0.00006666911,0.0001266835,0.00011367351],"category_scores_gemma":[0.000014863093,0.00012924554,0.00003594941,0.00019175083,0.00003106638,0.00029685965,0.0000013480106,0.00011044005,3.5807724e-7],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012277123,0.00017707629,0.47475544,0.0027448453,0.00031681993,0.0000024269777,0.012489563,0.02701645,0.46267605,0.0032333324,0.0012985945,0.015166651],"study_design_scores_gemma":[0.0005372528,0.000029938865,0.97015643,0.00020591756,0.00003628278,9.504676e-8,0.00011020284,0.005496565,0.022937918,0.000122060286,0.000213712,0.00015362003],"about_ca_topic_score_codex":0.024706554,"about_ca_topic_score_gemma":0.19794999,"teacher_disagreement_score":0.495401,"about_ca_system_score_codex":0.000039243612,"about_ca_system_score_gemma":0.000071710536,"threshold_uncertainty_score":0.981788},"labels":[],"label_agreement":null},{"id":"W620566710","doi":"","title":"Mechanistic Design Sensitivity Analysis for City of Saskatoon Pavement Structure Design","year":2014,"lang":"fr","type":"article","venue":"Transportation 2014: Past, Present, Future - 2014 Conference and Exhibition of the Transportation Association of Canada // Transport 2014 : Du passé vers l'avenir - 2014 Congrès et Exposition de 'Association des transports du Canada","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Subgrade; California bearing ratio; Drainage; Civil engineering; Subdivision; Christian ministry; Engineering; Geosynthetics; Environmental science","score_opus":0.008107880763468758,"score_gpt":0.18854463542063532,"score_spread":0.18043675465716658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W620566710","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.226891,0.00035538324,0.7532552,0.006054934,0.0016614074,0.001859755,0.009749095,0.00010780116,0.00006540607],"genre_scores_gemma":[0.99021715,0.0013710409,0.003306967,0.00019762982,0.00031891087,0.0001321408,0.0040389667,0.00010689606,0.0003102792],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9925116,0.0009228006,0.0025856204,0.0008673233,0.002104659,0.0010080552],"domain_scores_gemma":[0.99221057,0.00127737,0.0028000756,0.00057075924,0.002653965,0.0004872473],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0029957048,0.00091091444,0.0016583363,0.0003395107,0.00043702006,0.000066114684,0.00037177783,0.00094033417,0.00053135445],"category_scores_gemma":[0.00010653215,0.001000372,0.00071469473,0.0007295916,0.00019854067,0.00077704154,0.0000044024805,0.00061839184,7.354609e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041334252,0.0002504887,0.11647542,0.0019030897,0.0020125099,0.000010341013,0.0026911413,0.8438967,0.0046640043,0.006606713,0.020590648,0.0004856229],"study_design_scores_gemma":[0.005189947,0.00048880064,0.88101333,0.0006255121,0.0075984662,0.0000045744364,0.0007707197,0.062161304,0.021684937,0.0025395248,0.01622789,0.0016950188],"about_ca_topic_score_codex":0.4252086,"about_ca_topic_score_gemma":0.94008595,"teacher_disagreement_score":0.78173536,"about_ca_system_score_codex":0.0023113997,"about_ca_system_score_gemma":0.002739373,"threshold_uncertainty_score":0.9992447},"labels":[],"label_agreement":null},{"id":"W620930617","doi":"","title":"Use of EPS as a Lightweight Fill Material on the Port Mann/Highway 1 Improvement Project, Vancouver to Langley, BC","year":2014,"lang":"en","type":"article","venue":"Transportation 2014: Past, Present, Future - 2014 Conference and Exhibition of the Transportation Association of Canada // Transport 2014 : Du passé vers l'avenir - 2014 Congrès et Exposition de 'Association des transports du Canada","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Expanded polystyrene; Constructability; Engineering; Civil engineering; Pile; Levee; Port (circuit theory); Geotechnical engineering; Structural engineering","score_opus":0.0057580404629722715,"score_gpt":0.17796835115526186,"score_spread":0.1722103106922896,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W620930617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9770383,0.00003432224,0.008538284,0.005746315,0.00185353,0.0016839894,0.004271728,0.0001734796,0.0006600099],"genre_scores_gemma":[0.99604076,0.0005194543,0.00018040146,0.0005196143,0.00024512626,0.00018310934,0.0017857999,0.00008237793,0.00044333443],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9950545,0.00024809936,0.0016937869,0.0005536356,0.0017816746,0.0006683409],"domain_scores_gemma":[0.9962917,0.00041695728,0.0012491336,0.0004907959,0.0012489588,0.00030247416],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0010517669,0.0006077948,0.00082859077,0.0002076278,0.00028894361,0.00005813581,0.00037108004,0.00040802165,0.00043458707],"category_scores_gemma":[0.000060580256,0.0005374467,0.00031552883,0.0003809547,0.0000959332,0.0005805837,0.000004219611,0.00042894887,0.0000025145291],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010312523,0.00050067203,0.14866108,0.001825656,0.0012571478,0.00002901706,0.007111018,0.29995194,0.013788009,0.01605006,0.5087984,0.0009957629],"study_design_scores_gemma":[0.0031485618,0.0005499892,0.7692134,0.00060500257,0.0010314635,0.0000033768415,0.00087760936,0.0032322304,0.042157795,0.0005405586,0.17714004,0.0015000082],"about_ca_topic_score_codex":0.3388837,"about_ca_topic_score_gemma":0.8838308,"teacher_disagreement_score":0.6205523,"about_ca_system_score_codex":0.0010732651,"about_ca_system_score_gemma":0.001202782,"threshold_uncertainty_score":0.9997077},"labels":[],"label_agreement":null},{"id":"W627101844","doi":"","title":"Monitoring Foundation Soil Vital Signs","year":2007,"lang":"en","type":"article","venue":"Bridges Conversations in Global Politics and Public Policy","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Inclinometer; Piezometer; Settlement (finance); Geotechnical engineering; Instrumentation (computer programming); Foundation (evidence); Levee; Engineering; Pore water pressure; Civil engineering; Geology; Forensic engineering; Groundwater; Computer science; Geography; Aquifer; Archaeology","score_opus":0.013262717661260238,"score_gpt":0.2543156663878211,"score_spread":0.24105294872656086,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W627101844","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91231775,0.00015714354,0.07469793,0.00069858803,0.00043990172,0.00012714397,0.000034492434,0.00040383448,0.011123217],"genre_scores_gemma":[0.9993673,0.000104301645,0.00016816026,0.00004108471,0.00025125113,0.000006003646,0.000022216738,0.000013063148,0.00002661939],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.9990657,0.000009711447,0.00023828652,0.00012726983,0.0001280435,0.00043096833],"domain_scores_gemma":[0.9995659,0.000057271853,0.000018555727,0.00013195592,0.000053279735,0.0001730129],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017558671,0.00012279073,0.00010632973,0.00020302302,0.000070414564,0.000091269365,0.00008193209,0.00010550941,0.000004668583],"category_scores_gemma":[0.00022860045,0.00014747918,0.00002783412,0.0004696032,0.000060335617,0.00020193087,0.000028761742,0.00010578013,0.000009309622],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000030781505,0.00007968534,0.06941135,0.00012512098,0.000043529024,0.0000070985175,0.00040623097,0.11404585,0.0005606904,0.7544838,0.000143545,0.060690008],"study_design_scores_gemma":[0.0017091597,0.00010467307,0.6844068,0.000105524356,0.00003111708,0.00006275342,0.0013016725,0.26826167,0.0012997093,0.02173976,0.019844547,0.0011325624],"about_ca_topic_score_codex":0.0016168884,"about_ca_topic_score_gemma":0.0001284067,"teacher_disagreement_score":0.73274404,"about_ca_system_score_codex":0.00046407687,"about_ca_system_score_gemma":0.0000685193,"threshold_uncertainty_score":0.60140264},"labels":[],"label_agreement":null},{"id":"W627927710","doi":"","title":"Effect of Fines on the Structural Capacity of Urban Base Course Materials","year":2011,"lang":"en","type":"article","venue":"Transportation Research Board 90th Annual MeetingTransportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Granular material; Base course; Moisture; Subgrade; Water content; Environmental science; Geotechnical engineering; Base (topology); Materials science; Aggregate (composite); Composite material; Geology; Mathematics; Asphalt","score_opus":0.04607078299118773,"score_gpt":0.31264961088543053,"score_spread":0.2665788278942428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W627927710","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967465,0.00008144095,0.00025369553,0.00010618883,0.00017966142,0.001240622,0.0005951082,0.00021583286,0.0005809942],"genre_scores_gemma":[0.99908084,0.0000800116,0.00025499938,0.000006407689,0.00006321724,0.00024685427,0.00014433352,0.00007653448,0.000046807105],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99451184,0.0009389177,0.0010440405,0.00043955698,0.0022049604,0.00086067454],"domain_scores_gemma":[0.9957452,0.0016822214,0.00012997317,0.0006030992,0.0015295114,0.00031003891],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0057379114,0.00033809408,0.0005476857,0.0005407944,0.0002543392,0.000030106525,0.00058712944,0.00026767072,0.00053765194],"category_scores_gemma":[0.00075620296,0.0002581795,0.00017665156,0.001400328,0.0007596076,0.00025791625,0.0000075350113,0.0009762817,0.000019253237],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.010010217,0.0011920833,0.1209994,0.018455405,0.0011291493,0.00018235308,0.07475577,0.3032728,0.36658135,0.086095266,0.008146146,0.009180017],"study_design_scores_gemma":[0.0013388859,0.002454523,0.39738375,0.00055168296,0.00007528998,3.5372204e-7,0.001356458,0.0036569296,0.59163076,0.0007833793,0.00030896175,0.00045906755],"about_ca_topic_score_codex":0.0036332766,"about_ca_topic_score_gemma":0.000814743,"teacher_disagreement_score":0.2996159,"about_ca_system_score_codex":0.00006651102,"about_ca_system_score_gemma":0.000105416744,"threshold_uncertainty_score":0.99998707},"labels":[],"label_agreement":null},{"id":"W644440900","doi":"","title":"A new facility for measurement of earth pressure at-rest","year":2002,"lang":"en","type":"article","venue":"Geotechnical engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Rest (music); Retaining wall; Geotechnical engineering; Bin; Stress (linguistics); Deformation (meteorology); Base (topology); Engineering; Geology; Mechanics; Structural engineering; Materials science; Mechanical engineering; Physics; Mathematics; Composite material","score_opus":0.01960432523094517,"score_gpt":0.18207515137303093,"score_spread":0.16247082614208574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W644440900","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0096349055,0.0024678512,0.98477894,0.000059834816,0.00030029635,0.00067434047,0.00006369563,0.0017702448,0.00024989998],"genre_scores_gemma":[0.99536186,0.000058387446,0.004115766,0.000004095466,0.000066845416,0.00012023308,0.000009152005,0.000045497196,0.00021817767],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998563,0.000006062309,0.00042917073,0.0002442776,0.00035732292,0.00040019024],"domain_scores_gemma":[0.999219,0.00007172902,0.000029618612,0.0004059492,0.00008125201,0.00019248028],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00024235105,0.0002446787,0.0003295615,0.00009385674,0.000034414596,0.000012653658,0.00021276789,0.00023531445,0.000140415],"category_scores_gemma":[0.0003281432,0.0002614689,0.00020643168,0.00025761026,0.000017563349,0.00007454083,0.000053530537,0.00022608976,0.000016016143],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000574701,0.000018421713,0.0000023014304,0.00032109852,0.000049697093,5.9832155e-7,0.000019100853,0.9698493,0.022781005,0.000274496,0.00062555866,0.0060527106],"study_design_scores_gemma":[0.00041266505,0.000072713454,0.00032592207,0.000060580063,0.00004403988,0.000006023266,0.0000013208112,0.8980553,0.006981122,0.00002573801,0.09373856,0.0002760046],"about_ca_topic_score_codex":0.000010586743,"about_ca_topic_score_gemma":0.0000050170847,"teacher_disagreement_score":0.98572695,"about_ca_system_score_codex":0.00006074078,"about_ca_system_score_gemma":0.000007790645,"threshold_uncertainty_score":0.9999837},"labels":[],"label_agreement":null},{"id":"W652840551","doi":"","title":"CANADIAN DISTRICT TESTS GEOGRIDS","year":2002,"lang":"en","type":"article","venue":"Better roads","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Asphalt; Flatness (cosmology); Cracking; Geotechnical engineering; Aggregate (composite); Mill; Asphalt concrete; Asphalt pavement; Engineering; Forensic engineering; Civil engineering; Environmental science; Materials science; Composite material; Mechanical engineering","score_opus":0.006795616153934486,"score_gpt":0.16151393450635948,"score_spread":0.154718318352425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W652840551","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9390772,0.0009167228,0.010463235,0.0019240003,0.0007826122,0.00021661322,0.000035963887,0.002093156,0.044490516],"genre_scores_gemma":[0.9993494,0.000017881146,0.00012873398,0.00012124393,0.000089412475,0.000011279411,0.00001506264,0.00002291265,0.00024403019],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99948096,0.000003927472,0.00009892596,0.000090716894,0.00007628048,0.00024918435],"domain_scores_gemma":[0.99965835,0.000009588049,0.0000041762464,0.00017037772,0.0000105220615,0.00014701039],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000028589207,0.00009350787,0.0000744122,0.00007391602,0.000033642893,0.000025750323,0.00009235592,0.00007412015,0.00028082565],"category_scores_gemma":[0.000017708646,0.00009669264,0.000030022698,0.00018537603,0.0000072538865,0.000049609567,0.0000070567157,0.00011242036,0.00026028583],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[4.426152e-7,0.000027958638,0.015899263,0.00007515726,0.000037843576,0.000046170757,0.00021500287,0.68755287,0.00061198487,0.00022081498,0.10653459,0.18877788],"study_design_scores_gemma":[0.00017493092,0.000018588304,0.0867984,0.0000131145025,0.000010767735,0.000009789361,0.0000032521532,0.6361115,0.00014869418,0.000062436695,0.27629378,0.00035476667],"about_ca_topic_score_codex":0.0027923584,"about_ca_topic_score_gemma":0.0029357972,"teacher_disagreement_score":0.18842311,"about_ca_system_score_codex":0.00010250788,"about_ca_system_score_gemma":0.0000030627639,"threshold_uncertainty_score":0.42212293},"labels":[],"label_agreement":null},{"id":"W65292617","doi":"10.1520/stp15849s","title":"Facilitating Cold Climate Pavement Drainage Using Geosynthetics","year":2000,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"","keywords":"Geosynthetics; Drainage; Cold climate; Environmental science; Geotechnical engineering; Hydrology (agriculture); Geology; Climatology; Ecology; Biology","score_opus":0.014129359925342568,"score_gpt":0.19658006855804674,"score_spread":0.18245070863270418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W65292617","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00070324336,0.00046792038,0.035315193,0.000008165803,0.00028552226,0.00034444637,0.00011609777,0.001686112,0.9610733],"genre_scores_gemma":[0.6259703,0.0040661735,0.023077985,0.00020119478,0.0006826956,0.000078250705,0.00048325467,0.0015202301,0.3439199],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987734,0.0000043179766,0.00040573647,0.00024127946,0.00022698,0.00034827372],"domain_scores_gemma":[0.9994571,0.00007007864,0.00003264763,0.00032089377,0.000029663886,0.00008958587],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012300344,0.0003625112,0.00032045558,0.00011095175,0.00006740549,0.00003981198,0.00011946726,0.0003492896,0.0007637318],"category_scores_gemma":[0.00001080618,0.00038885057,0.00012457417,0.00003111435,0.000030251913,0.000042293235,0.00003726675,0.00032738794,0.00013617898],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[6.8681646e-7,0.0000039941883,1.3733045e-7,0.00024255252,0.000032968142,0.0000067179644,0.000057490215,0.9305468,0.0004616403,0.06409523,0.000040156916,0.004511614],"study_design_scores_gemma":[0.00013944978,0.00003085781,7.8870255e-7,0.00034625255,0.00006565088,0.000004661115,0.000021151263,0.8201971,0.00025672602,0.0035543097,0.1746553,0.0007277529],"about_ca_topic_score_codex":0.000008450721,"about_ca_topic_score_gemma":0.000005633152,"teacher_disagreement_score":0.625267,"about_ca_system_score_codex":0.00016505287,"about_ca_system_score_gemma":0.000009704278,"threshold_uncertainty_score":0.99985635},"labels":[],"label_agreement":null},{"id":"W653353887","doi":"","title":"Reduction of Greenhouse Gas Emissions Through Utilization of Turf and Root Reinforcement Mat (TRM) Technology in Green Armouring of Civil Structures as Compared to Traditional Rock Armouring","year":2013,"lang":"en","type":"article","venue":"2013 CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION: BETTER - FASTER - SAFER","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Greenhouse gas; Carbon footprint; Greenhouse; Civil engineering; Engineering; Geology","score_opus":0.013995963798158985,"score_gpt":0.1971694343583421,"score_spread":0.18317347056018313,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W653353887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9889433,0.000038189053,0.009122746,0.001158271,0.00008659339,0.00040443367,0.00014924281,0.000024044952,0.000073198375],"genre_scores_gemma":[0.9993362,0.00005625112,0.00032747164,0.00001921343,0.000010835439,0.00003114917,0.00017123893,0.000016507045,0.00003112146],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99822783,0.000027077334,0.0009688436,0.0001682549,0.0004509895,0.00015699503],"domain_scores_gemma":[0.99898404,0.0000442021,0.0004221118,0.00014463559,0.0003513755,0.000053631156],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010378519,0.00017105746,0.0003697573,0.00020552089,0.000039786497,0.000006095522,0.00010100663,0.00013412627,0.00011444763],"category_scores_gemma":[0.000015615058,0.00016704985,0.00005665712,0.00035735688,0.00004693443,0.00027039982,0.0000032294276,0.00013106104,1.5102162e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008005765,0.000095426454,0.029413981,0.0013294836,0.00014979999,6.4275605e-7,0.005874916,0.8569339,0.098756716,0.0058286367,0.0003290294,0.0012074265],"study_design_scores_gemma":[0.0013640729,0.00012289257,0.86996377,0.00075682695,0.0001175396,0.0000013771887,0.0010533271,0.012804592,0.1075663,0.0058758035,0.0000750742,0.00029841784],"about_ca_topic_score_codex":0.016888225,"about_ca_topic_score_gemma":0.05667944,"teacher_disagreement_score":0.84412926,"about_ca_system_score_codex":0.00007405482,"about_ca_system_score_gemma":0.00008715309,"threshold_uncertainty_score":0.9896584},"labels":[],"label_agreement":null},{"id":"W6884873337","doi":"10.12989/gae.2024.36.3.217","title":"Experimental and numerical study on the earth pressure coefficient in a vertical backfilled opening","year":2024,"lang":"en","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Lateral earth pressure; Stress (linguistics); Pressure coefficient; Series (stratigraphy); Center (category theory); Horizontal and vertical","score_opus":0.00899497285519716,"score_gpt":0.22302719096148893,"score_spread":0.21403221810629178,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6884873337","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7579088,0.002709855,0.23616703,0.00052078563,0.00013272167,0.00089736807,0.000006267309,0.001208366,0.00044880397],"genre_scores_gemma":[0.99891,0.000012496237,0.00043004384,0.00008998477,0.000031903433,0.00041948268,0.0000027279048,0.000053687483,0.00004967801],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879664,0.00007070932,0.00025934028,0.00028382376,0.00023277121,0.00035670248],"domain_scores_gemma":[0.9993806,0.00017404836,0.0000075486064,0.00030829853,0.00001121319,0.00011830446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036236353,0.00021720276,0.00020648087,0.00016486463,0.00007274043,0.00017570703,0.00017349713,0.00012117191,0.000023713466],"category_scores_gemma":[0.00007899755,0.00016854885,0.00005022937,0.0004400329,0.00003490578,0.000087725806,0.000090025314,0.00047747733,0.000010073952],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038137583,0.0003299064,0.0014255989,0.000049214206,0.000056276607,0.00007459267,0.0013225345,0.96562517,0.018070886,0.010120162,0.00024976817,0.0026377384],"study_design_scores_gemma":[0.00022989881,0.00018707429,0.010621101,0.00007004872,0.000014217443,0.000015620488,0.00026683614,0.98275614,0.0043973722,0.00003136831,0.0012196947,0.00019064161],"about_ca_topic_score_codex":0.00031718388,"about_ca_topic_score_gemma":0.000030085374,"teacher_disagreement_score":0.24100119,"about_ca_system_score_codex":0.00010420475,"about_ca_system_score_gemma":0.000020733152,"threshold_uncertainty_score":0.68732226},"labels":[],"label_agreement":null},{"id":"W6901514896","doi":"10.60692/ks5vx-9eg02","title":"Experimental assessment of subgrade stiffness of lateritic soils treated with crushed waste plastics and ceramics for pavement foundation","year":2019,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Subgrade; Soil water; Expansive clay; Foundation (evidence); California bearing ratio; Pozzolan; Subbase; Calcium oxide; Triaxial shear test","score_opus":0.012300147275957535,"score_gpt":0.20013300822568436,"score_spread":0.18783286094972682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6901514896","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8490329,0.0000018092703,0.15022463,0.0000010953619,0.00008844458,0.00042828964,0.000046258305,0.00009452151,0.00008206017],"genre_scores_gemma":[0.999348,1.9207656e-7,0.00050171337,0.0000014801631,0.000006358209,0.000057668007,0.00006547337,0.000013403445,0.0000057320417],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99923414,0.000008284317,0.00042113257,0.00007002725,0.00015219708,0.00011419834],"domain_scores_gemma":[0.9996172,0.000011281358,0.00010680097,0.00013363868,0.00009818182,0.00003287943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008465752,0.00012220234,0.00021561673,0.000109412176,0.00001994139,0.000031404856,0.000043789227,0.00006407522,0.0000032042042],"category_scores_gemma":[0.0000029659852,0.00010319167,0.000024556295,0.00009235643,0.00001557198,0.00021323038,0.000011105224,0.00003317658,0.0000018260841],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057828493,0.000008855168,0.018860484,0.00443163,0.00009284311,1.70056e-7,0.0083336,0.9634689,0.0035479625,0.00090262236,0.0000012750769,0.00029384057],"study_design_scores_gemma":[0.0014034478,0.00015285313,0.024805443,0.00024337841,0.000027023825,0.0000028632794,0.0036561072,0.9518881,0.017676767,4.0391043e-7,0.00000632581,0.00013731813],"about_ca_topic_score_codex":0.0000034708378,"about_ca_topic_score_gemma":8.095161e-8,"teacher_disagreement_score":0.15031508,"about_ca_system_score_codex":0.000083277126,"about_ca_system_score_gemma":0.000010068094,"threshold_uncertainty_score":0.42080343},"labels":[],"label_agreement":null},{"id":"W6920370169","doi":"10.60692/4kz60-c6z82","title":"Consolidated drained (CID) behavior of fibre reinforced cemented Toyoura sand in triaxial loading conditions","year":2021,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Cement; Modulus; Young's modulus; Elastic modulus; Stress (linguistics); Compression (physics); Porosity","score_opus":0.01868058110327879,"score_gpt":0.2036218238416464,"score_spread":0.1849412427383676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6920370169","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9705627,0.000003643557,0.026588487,0.000007164283,0.00027324332,0.00029837684,0.0001580107,0.00042624594,0.0016821435],"genre_scores_gemma":[0.9995125,2.9558515e-7,0.00008555118,0.000007681966,0.000016325142,0.00006786525,0.0002564091,0.000012508663,0.000040851497],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879616,0.000024549085,0.0007401457,0.0000826524,0.00016896694,0.00018750216],"domain_scores_gemma":[0.999469,0.000011558768,0.00009422631,0.00021425626,0.00015165695,0.000059328817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014018657,0.00013953917,0.00025450866,0.00024000846,0.000038175924,0.000052154865,0.00007134128,0.000135006,0.000049885548],"category_scores_gemma":[0.000049324277,0.00014475915,0.00005924185,0.000468863,0.000016242922,0.00034372968,0.000021021238,0.00010583319,0.000037039692],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053897755,0.000005715839,0.0062411944,0.0014124748,0.000080385595,0.000021913143,0.022219107,0.9651485,0.00361149,0.00089990813,0.00009800447,0.00020739224],"study_design_scores_gemma":[0.0062211803,0.00007304747,0.02983078,0.0008802703,0.00010013219,0.000098637734,0.010868672,0.8829195,0.06813451,0.0000017528045,0.00020760827,0.00066390756],"about_ca_topic_score_codex":0.000005589562,"about_ca_topic_score_gemma":3.071624e-7,"teacher_disagreement_score":0.08222902,"about_ca_system_score_codex":0.00011134021,"about_ca_system_score_gemma":0.000027885526,"threshold_uncertainty_score":0.5903107},"labels":[],"label_agreement":null},{"id":"W6939108539","doi":"10.60692/3bwfm-ngp29","title":"Experimental assessment of subgrade stiffness of lateritic soils treated with crushed waste plastics and ceramics for pavement foundation","year":2019,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Subgrade; Soil water; Expansive clay; Foundation (evidence); California bearing ratio; Pozzolan; Subbase; Calcium oxide; Triaxial shear test","score_opus":0.012300147275957535,"score_gpt":0.20013300822568436,"score_spread":0.18783286094972682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6939108539","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8490329,0.0000018092703,0.15022463,0.0000010953619,0.00008844458,0.00042828964,0.000046258305,0.00009452151,0.00008206017],"genre_scores_gemma":[0.999348,1.9207656e-7,0.00050171337,0.0000014801631,0.000006358209,0.000057668007,0.00006547337,0.000013403445,0.0000057320417],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99923414,0.000008284317,0.00042113257,0.00007002725,0.00015219708,0.00011419834],"domain_scores_gemma":[0.9996172,0.000011281358,0.00010680097,0.00013363868,0.00009818182,0.00003287943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008465752,0.00012220234,0.00021561673,0.000109412176,0.00001994139,0.000031404856,0.000043789227,0.00006407522,0.0000032042042],"category_scores_gemma":[0.0000029659852,0.00010319167,0.000024556295,0.00009235643,0.00001557198,0.00021323038,0.000011105224,0.00003317658,0.0000018260841],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057828493,0.000008855168,0.018860484,0.00443163,0.00009284311,1.70056e-7,0.0083336,0.9634689,0.0035479625,0.00090262236,0.0000012750769,0.00029384057],"study_design_scores_gemma":[0.0014034478,0.00015285313,0.024805443,0.00024337841,0.000027023825,0.0000028632794,0.0036561072,0.9518881,0.017676767,4.0391043e-7,0.00000632581,0.00013731813],"about_ca_topic_score_codex":0.0000034708378,"about_ca_topic_score_gemma":8.095161e-8,"teacher_disagreement_score":0.15031508,"about_ca_system_score_codex":0.000083277126,"about_ca_system_score_gemma":0.000010068094,"threshold_uncertainty_score":0.42080343},"labels":[],"label_agreement":null},{"id":"W6976641897","doi":"10.60692/9kajg-x0s64","title":"Consolidated drained (CID) behavior of fibre reinforced cemented Toyoura sand in triaxial loading conditions","year":2021,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Cement; Modulus; Young's modulus; Elastic modulus; Stress (linguistics); Compression (physics); Porosity","score_opus":0.01868058110327879,"score_gpt":0.2036218238416464,"score_spread":0.1849412427383676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6976641897","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9705627,0.000003643557,0.026588487,0.000007164283,0.00027324332,0.00029837684,0.0001580107,0.00042624594,0.0016821435],"genre_scores_gemma":[0.9995125,2.9558515e-7,0.00008555118,0.000007681966,0.000016325142,0.00006786525,0.0002564091,0.000012508663,0.000040851497],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879616,0.000024549085,0.0007401457,0.0000826524,0.00016896694,0.00018750216],"domain_scores_gemma":[0.999469,0.000011558768,0.00009422631,0.00021425626,0.00015165695,0.000059328817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014018657,0.00013953917,0.00025450866,0.00024000846,0.000038175924,0.000052154865,0.00007134128,0.000135006,0.000049885548],"category_scores_gemma":[0.000049324277,0.00014475915,0.00005924185,0.000468863,0.000016242922,0.00034372968,0.000021021238,0.00010583319,0.000037039692],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053897755,0.000005715839,0.0062411944,0.0014124748,0.000080385595,0.000021913143,0.022219107,0.9651485,0.00361149,0.00089990813,0.00009800447,0.00020739224],"study_design_scores_gemma":[0.0062211803,0.00007304747,0.02983078,0.0008802703,0.00010013219,0.000098637734,0.010868672,0.8829195,0.06813451,0.0000017528045,0.00020760827,0.00066390756],"about_ca_topic_score_codex":0.000005589562,"about_ca_topic_score_gemma":3.071624e-7,"teacher_disagreement_score":0.08222902,"about_ca_system_score_codex":0.00011134021,"about_ca_system_score_gemma":0.000027885526,"threshold_uncertainty_score":0.5903107},"labels":[],"label_agreement":null},{"id":"W6980696518","doi":"","title":"Comparison of geosynthetic reinforced soil wall solutions using analytical design methods and numerical modelling","year":2023,"lang":"en","type":"article","venue":"UPCommons institutional repository (Universitat Politècnica de Catalunya)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Serviceability (structure); Stiffness; Finite element method; Ultimate tensile strength; Reinforcement; Numerical analysis; Limit state design; Mechanically stabilized earth; Numerical models","score_opus":0.07212980386788055,"score_gpt":0.30973830881006625,"score_spread":0.23760850494218572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6980696518","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15619545,0.00018385792,0.84142023,0.00006597797,0.0001322774,0.00010837077,0.000012140987,0.00040280342,0.0014788636],"genre_scores_gemma":[0.980082,0.000021528564,0.019739008,0.000005529793,0.000025312596,0.00000453545,0.00002972018,0.000021993017,0.00007039978],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986841,0.00010009509,0.000353034,0.0002278924,0.00022851459,0.0004063688],"domain_scores_gemma":[0.9990182,0.00032996666,0.000054641623,0.00029450931,0.00008471006,0.00021800902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039531323,0.00018433733,0.00032208912,0.0003246067,0.00043153396,0.000027530119,0.00020736721,0.00018779487,0.000004896669],"category_scores_gemma":[0.000104457096,0.00022010769,0.00011427782,0.0006338443,0.00028305987,0.00021427272,0.00011649876,0.0002860871,0.000005588098],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011331955,0.000018292769,0.000052972195,0.00005434807,0.000059711314,0.000012649752,0.00026150263,0.96661973,0.0044985614,0.028156297,0.00007096265,0.00018364182],"study_design_scores_gemma":[0.00018349687,0.000031693755,0.00033420938,0.000056633682,0.000103670085,0.00007273737,0.00024104175,0.9969858,0.0010374665,0.00031298125,0.00042616174,0.00021411496],"about_ca_topic_score_codex":0.00015007578,"about_ca_topic_score_gemma":0.0000010945897,"teacher_disagreement_score":0.8238865,"about_ca_system_score_codex":0.0003912278,"about_ca_system_score_gemma":0.00015486908,"threshold_uncertainty_score":0.8975731},"labels":[],"label_agreement":null},{"id":"W6987849323","doi":"","title":"Use of tire shred-sand mixtures as backfill material for mechanically stabilized earth retaining walls","year":2011,"lang":"en","type":"article","venue":"Purdue e-Pubs (Purdue University System)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Scrap; Shear strength (soil); Mixing (physics); Shear (geology); Direct shear test; Reinforcement; Material properties; Foundation (evidence)","score_opus":0.02275094171194748,"score_gpt":0.1698990380464563,"score_spread":0.14714809633450884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6987849323","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95396835,0.000079847414,0.036576036,0.000024849573,0.0013285708,0.0013366874,0.00043787065,0.0013681924,0.004879589],"genre_scores_gemma":[0.9955141,0.000027414919,0.0038438418,0.000005415524,0.00007935792,0.000007885633,0.00009061464,0.00006433534,0.00036706886],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99844694,0.000085111504,0.00041561064,0.00035917366,0.0002518375,0.0004413485],"domain_scores_gemma":[0.9988175,0.00017210297,0.00011135403,0.0004700878,0.00022526385,0.00020369136],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003854213,0.0002991658,0.0005436036,0.00019969326,0.000110770285,0.00004476065,0.00033334733,0.0003286836,0.00010394583],"category_scores_gemma":[0.00020070156,0.00032587376,0.00020499958,0.00027593932,0.000056475586,0.00036967828,0.000087882814,0.00017263822,0.000018274883],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007845347,0.0010383504,0.0011045906,0.025776546,0.003027149,0.0005228183,0.019029219,0.24709165,0.4567413,0.21545269,0.0053727333,0.016997594],"study_design_scores_gemma":[0.011599144,0.0023045181,0.0028918542,0.0034125184,0.0013472253,0.00017841335,0.005927348,0.5469335,0.31084028,0.0006532587,0.10930938,0.0046025896],"about_ca_topic_score_codex":0.00025619287,"about_ca_topic_score_gemma":0.000031214568,"teacher_disagreement_score":0.29984182,"about_ca_system_score_codex":0.00015240576,"about_ca_system_score_gemma":0.000049514936,"threshold_uncertainty_score":0.99991935},"labels":[],"label_agreement":null},{"id":"W6991300520","doi":"","title":"Finite Element Analysis of Profiled High Density Polyethylene Stormwater Arches Under Live Loading","year":2018,"lang":"en","type":"dissertation","venue":"QSpace (Queen's University Library)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Council of Ontario Universities","keywords":"Arch; Finite element method; Viscoplasticity; Ultimate failure; Deformation (meteorology); Ultimate tensile strength; Material properties; Nonlinear system; Arch dam; Seismic loading","score_opus":0.0056022850218690355,"score_gpt":0.17479030083995656,"score_spread":0.1691880158180875,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6991300520","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9816062,0.00004125474,0.01407189,0.00056980754,0.00041118273,0.00037952574,0.00015562828,0.00096531183,0.0017992362],"genre_scores_gemma":[0.97655,0.00021722067,0.0014542246,0.000008466957,0.00004887865,0.0000019985498,0.002304518,0.000072251496,0.019342454],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99867135,0.000056466066,0.0002582917,0.0003820322,0.0002940872,0.000337745],"domain_scores_gemma":[0.99910873,0.00010073003,0.00013662729,0.00041535837,0.00009681656,0.00014174164],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000056691533,0.0003676931,0.0006272001,0.0009471944,0.00009191976,0.000033800563,0.00031765256,0.00043487802,0.00047594198],"category_scores_gemma":[0.00002313493,0.00041968914,0.0002794513,0.001112691,0.00004832377,0.0003799202,0.00007671513,0.00036142906,0.000024439627],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025650096,0.00014188429,0.002407055,0.0010483895,0.0045927283,0.00003798295,0.0030047453,0.977092,0.0005593231,0.0017114949,0.008532162,0.00061569584],"study_design_scores_gemma":[0.0032758208,0.0010705976,0.45850015,0.0019793466,0.016518801,4.1151708e-7,0.016150987,0.16087621,0.30456245,0.0011774979,0.028902687,0.0069850204],"about_ca_topic_score_codex":0.0021762138,"about_ca_topic_score_gemma":0.00030802772,"teacher_disagreement_score":0.8162158,"about_ca_system_score_codex":0.00017989277,"about_ca_system_score_gemma":0.00006484002,"threshold_uncertainty_score":0.9998255},"labels":[],"label_agreement":null},{"id":"W6991537981","doi":"","title":"Herniorrafia inguinal abierta: técnica de Shouldice","year":2018,"lang":"en","type":"article","venue":"Dialnet (Universidad de la Rioja)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Dissection (medical); Sedation; Gold standard (test); Local anesthesia; Local anesthetic","score_opus":0.005957108831036323,"score_gpt":0.21934711471411333,"score_spread":0.21339000588307702,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6991537981","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85680884,0.00016792111,0.07268371,0.00014312015,0.00036476672,0.00011285906,0.000009543857,0.001317568,0.06839168],"genre_scores_gemma":[0.9978275,0.00005259833,0.0014812603,0.00005989894,0.00023850966,0.0000042877023,0.000008691677,0.000042542368,0.0002847528],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991469,0.00004676316,0.00011377271,0.00017166368,0.00013862591,0.00038231845],"domain_scores_gemma":[0.99941427,0.00010894816,0.00001983541,0.00024415937,0.000045039793,0.00016777936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023904908,0.00015456697,0.00015042079,0.00012111684,0.00009862776,0.00004748552,0.00023288169,0.00024864735,0.00016714032],"category_scores_gemma":[0.000117033596,0.00018660387,0.00006700583,0.0003477346,0.00011888934,0.00011807202,0.0000393882,0.00027912564,0.00008794319],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001264577,0.00021259014,0.005140947,0.00036336895,0.0002881149,0.00036233047,0.009390658,0.81758523,0.039064493,0.037525278,0.030035535,0.059904993],"study_design_scores_gemma":[0.0012269898,0.00019507887,0.049246993,0.00010047942,0.00009381816,0.000084302716,0.00046639156,0.6726878,0.0020530594,0.0019694592,0.27100673,0.0008688418],"about_ca_topic_score_codex":0.00013337408,"about_ca_topic_score_gemma":0.0000682384,"teacher_disagreement_score":0.2409712,"about_ca_system_score_codex":0.00021718538,"about_ca_system_score_gemma":0.0000469946,"threshold_uncertainty_score":0.7609485},"labels":[],"label_agreement":null},{"id":"W6992043601","doi":"","title":"Keenan Wire Apr 2 2014","year":2014,"lang":"en","type":"other","venue":"Bulletin of Miscellaneous Information (Royal Gardens Kew)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Key (lock); Radio broadcasting; Work (physics); Noise (video)","score_opus":0.002835419129536307,"score_gpt":0.15069895494023075,"score_spread":0.14786353581069445,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6992043601","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000012948341,0.00034879454,0.00004874399,0.000027003998,0.00039011173,0.00021220563,0.000050148286,0.0011315461,0.9977785],"genre_scores_gemma":[0.0033163496,0.00032903295,0.0004244133,0.000044096087,0.00016836484,0.000014915738,0.00016567271,0.00021939249,0.99531776],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988528,0.000021058706,0.0004641781,0.00013396585,0.0002656954,0.00026234202],"domain_scores_gemma":[0.999287,0.000047017318,0.00013623426,0.00036810327,0.00005497567,0.0001066587],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00013023263,0.00031483432,0.0003729127,0.000077711375,0.000025580743,0.000028509065,0.00023722182,0.00049965025,0.12778176],"category_scores_gemma":[0.00006474316,0.00032411335,0.00012054233,0.0000075563817,0.000052469517,1.0965588e-7,0.000034206427,0.00026564207,0.013685784],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000034468435,0.0000071954173,2.676022e-7,0.0006845038,0.000027533111,0.0000015637811,0.00001827141,0.11736901,3.6601054e-7,0.000028102022,0.87986827,0.001991461],"study_design_scores_gemma":[0.00021349294,0.0000415954,0.0000044121307,0.00020253766,0.000027229182,0.000012668258,0.0000075566973,0.0049581695,0.0000053643057,0.0000057338307,0.9941858,0.00033541303],"about_ca_topic_score_codex":0.00064061163,"about_ca_topic_score_gemma":0.0001992725,"teacher_disagreement_score":0.114317544,"about_ca_system_score_codex":0.000039094564,"about_ca_system_score_gemma":0.000006946755,"threshold_uncertainty_score":0.9999211},"labels":[],"label_agreement":null},{"id":"W7000588845","doi":"","title":"Évolution biochimique des résidus de désencrage dans un contexte de valorisation comme barrière de recouvrement","year":2001,"lang":"fr","type":"dissertation","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Pollution prevention; Cost analysis; Animal waste","score_opus":0.012583788769894733,"score_gpt":0.20132649047916457,"score_spread":0.18874270170926982,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7000588845","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5507124,0.0022785992,0.44116685,0.0000341246,0.00046654203,0.00027273968,0.000022128641,0.00008822337,0.0049583702],"genre_scores_gemma":[0.98531866,0.002327393,0.010949285,0.000006730884,0.00009767295,0.0000034102686,0.00013849315,0.000039080274,0.0011192799],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99821174,0.00022734447,0.0004730138,0.00031726493,0.00030414521,0.00046648507],"domain_scores_gemma":[0.9988776,0.00012248615,0.0001648977,0.00034748449,0.00029281265,0.00019473952],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005040921,0.00039692293,0.0004327844,0.0001816334,0.000707606,0.000020635463,0.0006220981,0.00065107475,0.000052425545],"category_scores_gemma":[0.0002096195,0.00045996215,0.00039120886,0.00047443435,0.0005773767,0.0002106049,0.00008822883,0.0005315087,0.000014015545],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010320776,0.0002817333,0.007587911,0.004708343,0.00023515343,0.00000967359,0.014327677,0.86430395,0.096722014,0.0077458383,0.000096177464,0.0038783487],"study_design_scores_gemma":[0.0009733264,0.0001215587,0.26628426,0.0067516924,0.0005557955,0.000059311824,0.0010802705,0.629163,0.09071752,0.0027792605,0.0010126266,0.00050137204],"about_ca_topic_score_codex":0.013453585,"about_ca_topic_score_gemma":0.026805516,"teacher_disagreement_score":0.43460622,"about_ca_system_score_codex":0.0068657966,"about_ca_system_score_gemma":0.00042189745,"threshold_uncertainty_score":0.9997852},"labels":[],"label_agreement":null},{"id":"W7018058587","doi":"","title":"Characterizing the modal responses of a composite soil nail under axial excitation = Caractérisation de la réponse modale d'un clou de sol composite soumis à une excitation axiale","year":2005,"lang":"fr","type":"article","venue":"National Research Council Canada (Government of Canada)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; Carleton University","funders":"","keywords":"Excitation; Composite number; Finite element method; Shear (geology); Nail (fastener); Field (mathematics)","score_opus":0.03312370124775441,"score_gpt":0.25709002763936994,"score_spread":0.22396632639161554,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7018058587","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9418279,0.001217003,0.017706728,0.022647677,0.00040476862,0.00058035745,0.0006108298,0.00004178937,0.014962965],"genre_scores_gemma":[0.9978045,0.00018830619,0.00094274135,0.00020703928,0.00025016136,0.00006690676,0.000012500185,0.00005263451,0.00047518747],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.95225257,0.00081904203,0.0007385023,0.00030659317,0.0451645,0.0007187865],"domain_scores_gemma":[0.98629683,0.00342649,0.00024649772,0.0002747818,0.009483877,0.00027149313],"candidate_categories":["metaresearch","metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.017607603,0.00027775587,0.00031353437,0.00009701509,0.00040475695,0.00007658021,0.00035635487,0.0002469595,0.000052865125],"category_scores_gemma":[0.01252606,0.0003087205,0.00008279591,0.00052706926,0.0002689648,0.00026068915,0.00006384053,0.0007130413,3.5955497e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":true,"study_design_scores_codex":[0.00045491825,0.00010341432,0.00007179108,0.0002526696,0.00011932092,0.000008753359,0.0009871003,0.7807546,0.19732225,0.008076152,0.0094030155,0.002445966],"study_design_scores_gemma":[0.0012293243,0.00011285822,0.07931021,0.0002743928,0.00006026511,0.000026821392,0.001324605,0.8359282,0.035004295,0.0023716232,0.043941356,0.0004160719],"about_ca_topic_score_codex":0.65162,"about_ca_topic_score_gemma":0.87484354,"teacher_disagreement_score":0.2232236,"about_ca_system_score_codex":0.08896343,"about_ca_system_score_gemma":0.067062825,"threshold_uncertainty_score":0.99993646},"labels":[],"label_agreement":null},{"id":"W7018780262","doi":"","title":"An elegant solution to age old problem of frost heave and damage to manholes","year":2000,"lang":"en","type":"article","venue":"NPARC","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Frost heaving; Frost (temperature); Foundation (evidence); Falling (accident)","score_opus":0.005105006853284507,"score_gpt":0.1968356759013657,"score_spread":0.1917306690480812,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7018780262","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9797,0.000012420734,0.016651535,0.00010456705,0.000021545284,0.00016773,0.000011725848,0.00022367065,0.0031067936],"genre_scores_gemma":[0.9927913,0.000014472587,0.0069796904,0.000029890423,0.000021736263,0.000014768704,0.000009257584,0.000017693077,0.000121168356],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995206,0.000007699857,0.0001292116,0.00011500874,0.00008283516,0.00014465586],"domain_scores_gemma":[0.99971205,0.000008408222,0.0000050782446,0.00015202648,0.000013797494,0.00010862704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008371019,0.000078897145,0.00010884524,0.000051055118,0.000020181269,0.000015498832,0.00006124768,0.00005073424,0.00006424045],"category_scores_gemma":[0.000007905351,0.0000815253,0.000013698612,0.00013614356,0.000009913365,0.00005631783,0.000010005582,0.00006116259,0.000014994802],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008356591,0.000023592494,0.0000538861,0.00007590442,0.0000045569564,0.0000022916342,0.00055796525,0.6197734,0.34647247,0.0006573166,0.00027919817,0.032091107],"study_design_scores_gemma":[0.00078593544,0.00075350836,0.062189315,0.00034365192,0.000033730903,0.000009402753,0.00011547959,0.8409846,0.06874461,0.00293625,0.022197798,0.0009057543],"about_ca_topic_score_codex":0.00002828028,"about_ca_topic_score_gemma":0.000031914842,"teacher_disagreement_score":0.27772784,"about_ca_system_score_codex":0.000020113424,"about_ca_system_score_gemma":0.000002408338,"threshold_uncertainty_score":0.33245054},"labels":[],"label_agreement":null},{"id":"W7020752123","doi":"","title":"Manejo costero integrado y sustentabilidad: un análisis propositivo de políticas públicas en las dos caras atlánticas (España - Portugal - Colombia - Panamá)","year":2010,"lang":"es","type":"dissertation","venue":"LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"International Development Research Centre; Instituto de Investigaciones Marinas y Costeras; Instituto Nacional de Investigaciones Agropecuarias; Universidad de Cádiz; United Nations","keywords":"Latin Americans; Statistical analysis; Urbanization","score_opus":0.009208990074561246,"score_gpt":0.23592697175544872,"score_spread":0.22671798168088747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7020752123","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9207424,0.0018161528,0.0115445405,0.009123537,0.006070266,0.0043711807,0.00071160094,0.003878047,0.04174227],"genre_scores_gemma":[0.9900638,0.00056554266,0.0032206888,0.00010709304,0.0010039061,0.0008288232,0.0031700148,0.0004570925,0.0005830731],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9910602,0.00076651835,0.0022463463,0.001962591,0.0017653868,0.0021989367],"domain_scores_gemma":[0.9939972,0.00086689024,0.0007698045,0.0016859748,0.0011556941,0.0015243947],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow","research_integrity"],"category_scores_codex":[0.0012492117,0.0019134841,0.0017884485,0.0013170646,0.0010455175,0.0009752131,0.0015923104,0.0042335293,0.00020631953],"category_scores_gemma":[0.0022008067,0.0020413974,0.0008864228,0.0017761661,0.00008503709,0.0007421929,0.00035577957,0.004530605,0.00006372424],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010033975,0.0025905478,0.0022919371,0.0033184441,0.0018397955,0.0014601946,0.0073315487,0.011197689,0.044426102,0.9094659,0.0007702939,0.014304138],"study_design_scores_gemma":[0.0056260074,0.000984362,0.07344325,0.0029275399,0.0027376877,0.0066334787,0.0042521404,0.06015451,0.023624131,0.0012052521,0.8117181,0.0066935425],"about_ca_topic_score_codex":0.00005346074,"about_ca_topic_score_gemma":0.00075052714,"teacher_disagreement_score":0.90826064,"about_ca_system_score_codex":0.0026783298,"about_ca_system_score_gemma":0.0012298304,"threshold_uncertainty_score":0.9993609},"labels":[],"label_agreement":null},{"id":"W7028697971","doi":"","title":"Estimating the effectiveness of stone columns in mitigating post-liquefaction settlement using Plaxis 2D","year":2024,"lang":"en","type":"dissertation","venue":"VTechWorks (Virginia Tech)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Settlement (finance); Limiting; Work (physics); Parametric statistics; Loss and damage","score_opus":0.005557786153464041,"score_gpt":0.2412718509171828,"score_spread":0.23571406476371878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7028697971","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9798111,0.000793056,0.015116861,0.000012628162,0.0017028317,0.00094709016,0.000090456364,0.0008769418,0.0006490491],"genre_scores_gemma":[0.9970428,0.000030611118,0.0018530206,0.0000031500315,0.00008765686,0.00018679959,0.0005783107,0.00017420077,0.00004348018],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99800926,0.00011462685,0.00072612264,0.00039575098,0.00037363128,0.00038060913],"domain_scores_gemma":[0.9988375,0.00044154222,0.00014130694,0.00041413252,0.00011464271,0.000050897754],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0011273272,0.00043611138,0.0005311962,0.00041093698,0.00009392972,0.0000720637,0.00027597506,0.0006493131,0.000023102713],"category_scores_gemma":[0.00030820104,0.00041407376,0.0001591733,0.0009989574,0.000040534687,0.000114068906,0.00004366549,0.001297953,0.0000069047082],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030217128,0.00002392154,0.00003844235,0.0030898915,0.000068524176,0.00000647713,0.00049432134,0.96359843,0.026987355,0.00017513956,0.0000141090195,0.0054731597],"study_design_scores_gemma":[0.00026763103,0.000065840264,0.0051315743,0.0063059353,0.00012572098,0.000009657566,0.0005754973,0.9715705,0.014608853,0.0007430099,0.000068780464,0.0005270033],"about_ca_topic_score_codex":0.0003136071,"about_ca_topic_score_gemma":0.00023855628,"teacher_disagreement_score":0.017231684,"about_ca_system_score_codex":0.00047112175,"about_ca_system_score_gemma":0.00006660369,"threshold_uncertainty_score":0.9998311},"labels":[],"label_agreement":null},{"id":"W7030091002","doi":"","title":"The mechanical behaviour of chemically-treated PVC geosynthetic membranes /","year":2005,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Geosynthetics; Plasticizer; Geosynthetic clay liner; Polyvinyl chloride; Ductility (Earth science); Natural rubber; Penetrant (biochemical); Hyperelastic material","score_opus":0.006498464751947576,"score_gpt":0.19830183234768367,"score_spread":0.1918033675957361,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7030091002","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9817195,0.00075049704,0.000001561627,0.000009680016,0.0007802204,0.00048994535,0.00031614877,0.0010465633,0.014885873],"genre_scores_gemma":[0.99655724,0.001076267,0.00012695693,0.000008811759,0.000041668147,0.00013624637,0.0005124323,0.00025894903,0.0012814066],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99696,0.000087978005,0.0010605549,0.0005571304,0.0006772585,0.0006570671],"domain_scores_gemma":[0.99812174,0.0003158209,0.00021196822,0.00082605093,0.00028374474,0.00024070477],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00052545534,0.00069015997,0.00071163184,0.00017893092,0.00039316656,0.000050082203,0.0007375145,0.0011073805,0.00010572271],"category_scores_gemma":[0.000613714,0.0006097829,0.000392732,0.00049220264,0.00005372309,0.0001803418,0.000060384806,0.0013987601,0.00007057252],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024684443,0.0004464955,0.000011570586,0.0022116841,0.0006968285,0.000036576806,0.000018971725,0.11288428,0.60746855,0.052706648,0.000013002523,0.22325857],"study_design_scores_gemma":[0.0011669983,0.00017513901,0.000830944,0.0010209039,0.00078170194,0.000041818188,0.00021349153,0.018713158,0.9389402,0.0045497827,0.031304684,0.0022611513],"about_ca_topic_score_codex":0.00006673624,"about_ca_topic_score_gemma":0.00053299713,"teacher_disagreement_score":0.3314717,"about_ca_system_score_codex":0.00034937827,"about_ca_system_score_gemma":0.00001841829,"threshold_uncertainty_score":0.99963534},"labels":[],"label_agreement":null},{"id":"W7031662590","doi":"","title":"Edmonton","year":2012,"lang":"en","type":"article","venue":"Érudit (Université de Montréal)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Chose; Face (sociological concept); Capital (architecture)","score_opus":0.0030241543430803144,"score_gpt":0.12841775664322053,"score_spread":0.1253936023001402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7031662590","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9121508,0.026725022,0.032856025,0.0009891312,0.00055762526,0.00016046353,0.000009825723,0.002232453,0.02431867],"genre_scores_gemma":[0.9972101,0.0006896185,0.00030381975,0.000015376236,0.0000688774,0.0000024023088,0.0000075123503,0.000021744014,0.001680553],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99952126,0.000006345032,0.000058200836,0.00006212098,0.00008091109,0.0002711854],"domain_scores_gemma":[0.9996869,0.000016128211,0.000008777558,0.00014216882,0.000011298879,0.00013474077],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006245843,0.00008866202,0.00008213544,0.00005152012,0.00007016914,0.0000035254636,0.000077848184,0.000083336214,0.000046773777],"category_scores_gemma":[0.000009878733,0.00010134551,0.000042703767,0.00013535148,0.000009010837,0.00011485209,0.000031116404,0.00008684726,0.00010078357],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018962404,0.00007835164,0.001758968,0.00011011512,0.00009697775,0.000075688244,0.0007693767,0.8238181,0.012531586,0.026643971,0.0647321,0.06936581],"study_design_scores_gemma":[0.00022187023,0.000013015261,0.0054002604,0.000008928091,0.000023031951,0.000049126666,0.000057465335,0.06994295,0.00069042476,0.00008711321,0.92329854,0.00020729889],"about_ca_topic_score_codex":0.00014906208,"about_ca_topic_score_gemma":0.00050838053,"teacher_disagreement_score":0.8585664,"about_ca_system_score_codex":0.0016222943,"about_ca_system_score_gemma":0.0000018666348,"threshold_uncertainty_score":0.42422435},"labels":[],"label_agreement":null},{"id":"W7039386014","doi":"","title":"Last In Line For Clean Drinking Water Canadaâ s Attempt To Utilize \"Comparability\" To Address Drinking Water On First Nations Reserves","year":2018,"lang":"en","type":"other","venue":"York University Digital Library (York University)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Government (linguistics); Comparability; Indigenous; Legislature; Water quality; Position (finance); Quality (philosophy)","score_opus":0.013929870670162528,"score_gpt":0.1752983127026711,"score_spread":0.16136844203250858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7039386014","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06490725,0.000022705779,0.0067039174,0.0007897419,0.0008861263,0.002263503,0.0010999809,0.0035659212,0.9197608],"genre_scores_gemma":[0.7194707,0.000016768132,0.0005888396,0.000041002182,0.00022008653,0.000002439813,0.0010930146,0.00036963457,0.2781975],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9981076,0.00003238608,0.00022798718,0.0006673047,0.00025681508,0.0007078698],"domain_scores_gemma":[0.9988636,0.00014396038,0.000035176203,0.00055247254,0.000036794096,0.00036800548],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000053291584,0.00047635293,0.00046917234,0.0019898731,0.00029249798,0.00017817377,0.0009104904,0.00039835498,0.00036821215],"category_scores_gemma":[0.000030306137,0.00049585855,0.00017367286,0.0010857194,0.00007618188,0.0005570183,0.0004493733,0.00029374767,0.00019962243],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00052554946,0.00033777714,0.003588584,0.00102545,0.0003491006,0.00021803196,0.0016456497,0.7211131,0.000042963944,0.005418426,0.26460388,0.0011314824],"study_design_scores_gemma":[0.0005673747,0.00014418444,0.00019092888,0.0007435793,0.000027334678,9.299131e-7,0.00046764783,0.0013383174,0.00034090283,0.000023694292,0.99547166,0.0006834247],"about_ca_topic_score_codex":0.00030561993,"about_ca_topic_score_gemma":0.019688452,"teacher_disagreement_score":0.7308678,"about_ca_system_score_codex":0.00041688618,"about_ca_system_score_gemma":0.000040877872,"threshold_uncertainty_score":0.9997493},"labels":[],"label_agreement":null},{"id":"W7042459266","doi":"","title":"Performance of reinforced collapsible soils","year":2010,"lang":"en","type":"dissertation","venue":"Spectrum Research Repository (Concordia University)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Concordia University","keywords":"Soil water; Settlement (finance); Degree of saturation; Homogeneous; Geotextile; Groundwater; Saturation (graph theory); Clay soil; Foundation (evidence); Bearing capacity; Levee","score_opus":0.011605693580503224,"score_gpt":0.22868933151037837,"score_spread":0.21708363792987515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7042459266","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81652623,0.000056837547,0.00002571643,0.000006392825,0.00089520443,0.0002558696,0.000006095492,0.00028689628,0.18194075],"genre_scores_gemma":[0.9563522,0.00031767323,0.000016072958,3.169564e-7,0.00011815915,0.0000041436983,0.00009623966,0.00006172546,0.04303351],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982211,0.00005661718,0.0003013323,0.0003062908,0.00059262465,0.00052204385],"domain_scores_gemma":[0.9987694,0.000110802146,0.000076863056,0.0005762721,0.00027653418,0.00019015533],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00030619433,0.00025028177,0.00037661256,0.00095481635,0.00021746718,0.000041090607,0.000550659,0.00063972897,0.000048068923],"category_scores_gemma":[0.00006748137,0.000302798,0.00014332753,0.0011893178,0.00011883123,0.0001868698,0.000048538197,0.0014606754,0.000020143598],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00082533155,0.00009681617,0.0037411107,0.006539113,0.00049201556,0.0002526751,0.0010870968,0.49698675,0.47843555,0.0058349688,0.0021225875,0.0035859891],"study_design_scores_gemma":[0.0011799408,0.0008184441,0.041004717,0.00074113684,0.00012892758,0.000019930356,0.0010306996,0.29168147,0.63236195,0.000076335346,0.029637164,0.0013192801],"about_ca_topic_score_codex":0.001128478,"about_ca_topic_score_gemma":0.0017940699,"teacher_disagreement_score":0.2053053,"about_ca_system_score_codex":0.0002946645,"about_ca_system_score_gemma":0.00031890362,"threshold_uncertainty_score":0.9999424},"labels":[],"label_agreement":null},{"id":"W7044126226","doi":"","title":"Using Multichannel Analysis of Surface Waves Method To Evaluate Small-Strain Stiffness of a Geogrid-Stabilised Base","year":2023,"lang":"en","type":"dissertation","venue":"University Library (University of Saskatchewan)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rut; Subgrade; Aggregate (composite); Stiffness; Shear (geology); Dispersion (optics); Channelized; Asphalt; Shear modulus","score_opus":0.019885235405329427,"score_gpt":0.21926367298555574,"score_spread":0.1993784375802263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7044126226","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9615582,0.00004126499,0.035870314,0.000021889866,0.00014808046,0.0003190446,0.0015195084,0.00037275793,0.00014890404],"genre_scores_gemma":[0.9642969,0.000050805626,0.030895144,0.0000021783658,0.000008165262,6.8241754e-8,0.0018203501,0.00006877734,0.0028576434],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99853265,0.00012717745,0.00031045036,0.00040875812,0.0003417731,0.00027920835],"domain_scores_gemma":[0.99868476,0.00025318106,0.00023390712,0.0004358577,0.00020614159,0.00018617665],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00024713328,0.00032565286,0.0010132972,0.001348577,0.00008118258,0.000008486083,0.00057391584,0.00041922033,0.00017291981],"category_scores_gemma":[0.000030466219,0.00047148476,0.0004899999,0.0032361543,0.00007063474,0.0003442273,0.00013538047,0.00026229868,0.00000295109],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018671839,0.00005967144,0.00013986605,0.0009196552,0.0011438429,0.000019064837,0.021704422,0.9540254,0.020433014,0.000015107716,0.000021181155,0.0013320791],"study_design_scores_gemma":[0.00077498285,0.000055113185,0.020379161,0.00034675407,0.0030524079,2.70108e-7,0.1479206,0.82315326,0.0036803132,0.000034480046,0.00004749812,0.0005551373],"about_ca_topic_score_codex":0.002724841,"about_ca_topic_score_gemma":0.0021251724,"teacher_disagreement_score":0.1308721,"about_ca_system_score_codex":0.00009807235,"about_ca_system_score_gemma":0.00019564298,"threshold_uncertainty_score":0.9997737},"labels":[],"label_agreement":null},{"id":"W70723895","doi":"","title":"THE BRIDGE TO URANIUM CITY","year":2002,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Abutment; Deck; Engineering; Civil engineering; Geotechnical engineering; Forensic engineering; Arch; Structural engineering","score_opus":0.01611015786984048,"score_gpt":0.1871511651141206,"score_spread":0.17104100724428012,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W70723895","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29454362,0.0006180419,0.50464725,0.0028628,0.0011487432,0.0003790278,0.000004185017,0.004488791,0.19130756],"genre_scores_gemma":[0.9987751,0.000036926594,0.0001016976,0.00004278446,0.00003134562,0.0000081712005,3.1182924e-7,0.00000928355,0.000994347],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999697,0.0000024944225,0.00006818546,0.000048921545,0.00006059477,0.00012274791],"domain_scores_gemma":[0.9997743,0.000029693327,0.0000017596678,0.00013471549,0.000010606312,0.00004895972],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000047132733,0.00004762899,0.00003739005,0.0000117592945,0.000044150944,0.000022466826,0.0000753745,0.00002587155,0.00009220224],"category_scores_gemma":[0.00003514395,0.000033316137,0.000018498891,0.00012180085,0.000005466642,0.000020377558,0.000009752927,0.000056708574,0.0001841781],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[5.700787e-7,0.0000074876893,0.00004869906,0.000008727895,0.000007266777,6.1672176e-7,0.000096516575,0.934141,0.00060666405,0.0029151358,0.032119866,0.030047476],"study_design_scores_gemma":[0.000057262434,0.000012271765,0.0078037186,0.0000031475283,0.0000019637123,0.0000017655559,0.000005439771,0.8120308,0.000524371,0.00007362793,0.17937295,0.00011269737],"about_ca_topic_score_codex":0.000007900356,"about_ca_topic_score_gemma":0.000012441658,"teacher_disagreement_score":0.7042315,"about_ca_system_score_codex":0.000016115117,"about_ca_system_score_gemma":3.7070464e-7,"threshold_uncertainty_score":0.23672985},"labels":[],"label_agreement":null},{"id":"W7084295623","doi":"","title":"L'origami. Mémoire d'un oiseau en chute libre","year":2025,"lang":"fr","type":"other","venue":"Archipelago (University of Quebec in Montreal)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Identity (music); ESPACE; Private life","score_opus":0.0029776167660364164,"score_gpt":0.15946980352331308,"score_spread":0.15649218675727666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7084295623","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17481047,0.0037647183,0.119987905,0.0020088837,0.0013221832,0.001236441,0.00036141832,0.0009438811,0.6955641],"genre_scores_gemma":[0.38282368,0.0024218198,0.008294103,0.000022419626,0.00016029413,0.000002692544,0.00018569326,0.00020546617,0.60588384],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982554,0.00015209144,0.00032538932,0.00049414183,0.00025895628,0.00051403785],"domain_scores_gemma":[0.99878013,0.00028005903,0.000119917175,0.00059605174,0.00005099237,0.00017284702],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00019144398,0.00046299037,0.0007636512,0.0006009237,0.00008646967,0.000017643351,0.00068864896,0.0007540053,0.0012217042],"category_scores_gemma":[0.000086254244,0.0006400835,0.00028151923,0.00061802875,0.00018185962,0.0001481729,0.00024653444,0.00078200374,0.00013906839],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044843357,0.00015856823,0.0002419305,0.0011784884,0.00021710368,0.00014767324,0.006789289,0.32001454,0.00010586908,0.025347212,0.001097934,0.64465654],"study_design_scores_gemma":[0.004634484,0.00022054711,0.415662,0.005365474,0.00068510295,0.000012442287,0.007540313,0.4331644,0.00009315021,0.033088528,0.09702471,0.0025088803],"about_ca_topic_score_codex":0.30963075,"about_ca_topic_score_gemma":0.7059027,"teacher_disagreement_score":0.64214766,"about_ca_system_score_codex":0.0004450912,"about_ca_system_score_gemma":0.00020641547,"threshold_uncertainty_score":0.9996913},"labels":[],"label_agreement":null},{"id":"W7096648897","doi":"","title":"RADAR FOR COLD-IN-PLACE RECYCLED ROAD SYSTEMS Prepared By:","year":2001,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bedrock; Hazard; Borehole; Geologic map; Base (topology)","score_opus":0.006001444269028699,"score_gpt":0.19577972614456018,"score_spread":0.18977828187553147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7096648897","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13737416,0.0015028986,0.84264344,0.00009870453,0.00080020895,0.00095479266,0.00002171666,0.0026275516,0.013976513],"genre_scores_gemma":[0.99726117,0.00009519441,0.0003153269,0.000008196695,0.00002875977,0.00012809498,0.00001568951,0.000030834257,0.0021167642],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993888,0.000007973582,0.00019386232,0.00012555505,0.00007720967,0.00020658052],"domain_scores_gemma":[0.99972117,0.00004567606,0.000009413058,0.00015147736,0.000019951114,0.000052321222],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011654338,0.00010057819,0.0001447395,0.00004337092,0.0000176537,0.000021880567,0.00007382957,0.000096490265,0.000011997297],"category_scores_gemma":[0.00003546777,0.00010173326,0.000030118747,0.00016534897,0.000004597814,0.000057847905,0.0000060569546,0.000050592906,0.000006073131],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011125655,0.000024401857,0.00005162654,0.00009615461,0.000012141361,0.0000013705288,0.00003413227,0.9761845,0.0077609792,0.0012809278,0.013163206,0.0013794438],"study_design_scores_gemma":[0.00042775008,0.000022388063,0.000052882522,0.0000240972,0.000003947688,0.0000023768866,0.000025442374,0.88747466,0.0007033785,0.000024161425,0.11109352,0.00014539353],"about_ca_topic_score_codex":0.000117505515,"about_ca_topic_score_gemma":0.000034699086,"teacher_disagreement_score":0.859887,"about_ca_system_score_codex":0.00008626424,"about_ca_system_score_gemma":0.000005249432,"threshold_uncertainty_score":0.4148562},"labels":[],"label_agreement":null},{"id":"W7097175634","doi":"","title":"AT ECOLE DE TECHNOLOGIE SUPERIEUREACKNOWLEDGEMENTS","year":2008,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Patience; Student life; Service (business); Engineering education","score_opus":0.010548471656337868,"score_gpt":0.17316795154056303,"score_spread":0.16261947988422515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7097175634","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92064923,0.00012590001,0.033793494,0.000026589758,0.00014498498,0.00007436097,0.0000012772954,0.0032001468,0.041984018],"genre_scores_gemma":[0.99767935,0.00009902899,0.0007741355,0.000010669324,0.000015364585,0.000017761555,0.0000034808609,0.000016252287,0.0013839365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99962217,0.0000022087463,0.00007906027,0.00007277698,0.000051816256,0.0001719944],"domain_scores_gemma":[0.99979824,0.000009421358,0.000002604817,0.00013563546,0.000013863981,0.00004026082],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003071951,0.00006967561,0.000063372914,0.000037323876,0.000045065222,0.0000030861825,0.00007877761,0.000081650964,0.0001806357],"category_scores_gemma":[0.000038506543,0.00006717724,0.000022202967,0.0001222112,0.000020954725,0.00003178589,0.000029311308,0.00006659636,0.00022398931],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000018463605,0.000036302208,0.0057235444,0.00004608333,0.000019271527,0.000015670626,0.00013319255,0.9629128,0.0122069195,0.0006968179,0.015054953,0.003152629],"study_design_scores_gemma":[0.00041351627,0.00005001779,0.01542052,0.000012349755,0.0000080460295,0.000057147085,0.000033138433,0.81174105,0.048001386,0.00033600998,0.123499,0.00042781717],"about_ca_topic_score_codex":0.000002405497,"about_ca_topic_score_gemma":0.000008452456,"teacher_disagreement_score":0.15117171,"about_ca_system_score_codex":0.0001077784,"about_ca_system_score_gemma":0.0000046554524,"threshold_uncertainty_score":0.28790042},"labels":[],"label_agreement":null},{"id":"W7097625252","doi":"","title":"102 TRANSPORTATION RESEARCH RECORD!277 Instrumentation of Geogrid-Reinforced Soil","year":2016,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Instrumentation (computer programming); Retaining wall; Calibration; Test (biology); Test data; Lateral earth pressure; Research program; Variety (cybernetics)","score_opus":0.019293526878975183,"score_gpt":0.2506577453932265,"score_spread":0.23136421851425132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7097625252","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.934334,0.000010879253,0.062451832,0.000085987645,0.00013288898,0.00011537455,0.000006883061,0.0003207565,0.0025414028],"genre_scores_gemma":[0.99905926,0.000090142756,0.0003457091,0.0000034499942,0.000021389062,0.000021082864,0.000012845124,0.000017250068,0.0004288562],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992739,0.000012457981,0.00025408357,0.00009701366,0.00018683959,0.0001757241],"domain_scores_gemma":[0.9996368,0.00006292675,0.000015913554,0.00014146908,0.00009525179,0.00004758244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019452871,0.0000735631,0.00009475612,0.0001254441,0.000023596152,0.000006900842,0.00007556941,0.00008181805,0.00016923991],"category_scores_gemma":[0.000039707145,0.00005563612,0.000034492117,0.00026014922,0.00003192191,0.00015314895,0.0000035490996,0.00007300754,0.00003047524],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024263103,0.000014034338,0.0008919223,0.0001832732,0.000025254447,5.734093e-7,0.0002523848,0.5601361,0.33277637,0.008907759,0.0006835198,0.09610459],"study_design_scores_gemma":[0.0027525101,0.0004959127,0.08954241,0.0004103048,0.000031934687,0.0000010847567,0.00037373696,0.53061014,0.3623551,0.0019937477,0.01064757,0.0007854948],"about_ca_topic_score_codex":0.00016229268,"about_ca_topic_score_gemma":0.00012371296,"teacher_disagreement_score":0.0953191,"about_ca_system_score_codex":0.000051458985,"about_ca_system_score_gemma":0.000009692119,"threshold_uncertainty_score":0.22687751},"labels":[],"label_agreement":null},{"id":"W7100767396","doi":"","title":"Cement Stabilization of Conventional Granular Base and Recycled Crushed portland Cement Concrete","year":2011,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Subbase; Portland cement; Cement; Aggregate (composite); Limiting; Granular material","score_opus":0.01765921629854836,"score_gpt":0.17947518146924485,"score_spread":0.1618159651706965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7100767396","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5910368,0.00023012634,0.402631,0.000018422388,0.0001565938,0.0002518408,0.000021162588,0.00033878887,0.0053152316],"genre_scores_gemma":[0.99839556,0.00009553202,0.0013672095,0.000009445627,0.0000080952705,0.000016303231,0.00005117955,0.000014735212,0.000041913718],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999373,0.000012099556,0.00026063484,0.0001134814,0.00012854197,0.000112219845],"domain_scores_gemma":[0.9997224,0.000015997486,0.000025676523,0.00012208168,0.00005213423,0.000061694125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012993475,0.000097115786,0.00012880265,0.0000560719,0.000019042769,0.000005345297,0.00003924459,0.00005510354,0.00046762667],"category_scores_gemma":[0.00001882877,0.000093177914,0.000029698873,0.00009055481,0.000028519227,0.000059537375,0.000015208104,0.00003982365,0.0000017432484],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00052079296,0.0005219805,0.104644,0.0044399207,0.000911817,0.00003757263,0.004497437,0.3799841,0.18779157,0.27959105,0.00439337,0.03266637],"study_design_scores_gemma":[0.0024054458,0.0002823414,0.02984921,0.00009603767,0.000090369445,0.000005551777,0.00016861765,0.91186875,0.049696032,0.002225337,0.0027664318,0.00054584374],"about_ca_topic_score_codex":0.000059693444,"about_ca_topic_score_gemma":0.000008611122,"teacher_disagreement_score":0.5318847,"about_ca_system_score_codex":0.000020457668,"about_ca_system_score_gemma":0.0000060381803,"threshold_uncertainty_score":0.5120184},"labels":[],"label_agreement":null},{"id":"W7106293618","doi":"10.1007/978-3-032-01078-0_4","title":"Use of Automated Geotechnical Instrumentation to Monitor Post-disaster Stability of a Highway Embankment Failure","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick; EXP (Canada)","funders":"","keywords":"Culvert; Levee; Abutment; Bridge (graph theory); Instrumentation (computer programming); Slope failure; Safety monitoring","score_opus":0.0102976238057027,"score_gpt":0.20991054802787634,"score_spread":0.19961292422217364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7106293618","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17464294,0.000821402,0.81061137,0.0003145047,0.0020475346,0.0032843612,0.00085877307,0.005659657,0.0017594652],"genre_scores_gemma":[0.9946651,0.000036605517,0.004888711,0.000015263066,0.00004517363,0.00004865784,0.00011738693,0.00011612943,0.00006701043],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.997903,0.0000128855545,0.000955055,0.00040606345,0.00037363704,0.00034938348],"domain_scores_gemma":[0.99864614,0.00038564784,0.000098221644,0.0006023842,0.00016328692,0.000104301456],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00015550607,0.0005501813,0.00079791667,0.00064784125,0.000014879449,0.000024231142,0.00024632656,0.00078025105,0.00006412446],"category_scores_gemma":[0.00047877897,0.0005984085,0.00018896905,0.00032155483,0.00003540784,0.00011267236,0.00011184825,0.0006963574,0.00000279519],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016077844,0.000022213086,0.0000112897205,0.0013300419,0.00007716036,0.0000028936681,0.00023734882,0.9747957,0.01978342,0.00046749358,0.000035448928,0.003220926],"study_design_scores_gemma":[0.00039937175,0.00017483479,0.00052062626,0.0024987562,0.000099418656,0.0000039019374,0.000005975919,0.96145326,0.031809594,0.0002019939,0.0019866398,0.00084563304],"about_ca_topic_score_codex":0.000050685183,"about_ca_topic_score_gemma":0.00024003902,"teacher_disagreement_score":0.8200221,"about_ca_system_score_codex":0.00038869993,"about_ca_system_score_gemma":0.00003639366,"threshold_uncertainty_score":0.9996467},"labels":[],"label_agreement":null},{"id":"W7110476428","doi":"","title":"PLANNING AND DESIGN OF INTEGRAL ABUTMENT BRIDGES UNDER SERVICE AND SEISMIC LOADS","year":2022,"lang":"","type":"article","venue":"OpenMETU (Middle East Technical University)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Abutment; Seismic analysis; Seismic loading; Modular design; Superstructure; Serviceability (structure); Bridge (graph theory); Finite element method; Stiffness","score_opus":0.03327000972536092,"score_gpt":0.19235523750237862,"score_spread":0.1590852277770177,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7110476428","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2275027,0.0023388867,0.7658217,0.0005686166,0.00026820088,0.0010426145,0.00011729681,0.00047280334,0.0018671945],"genre_scores_gemma":[0.9971659,0.00019004714,0.0020648313,0.000053697906,0.000017375323,0.0000063145867,0.000017929673,0.000051022467,0.00043289183],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981214,0.00016785362,0.00038086908,0.00054537377,0.00035141158,0.00043312024],"domain_scores_gemma":[0.99901396,0.00017739701,0.00011309606,0.0003730814,0.00007479587,0.00024768707],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00042649556,0.00037191663,0.0005275322,0.00042157547,0.00033463415,0.000051774234,0.0004696725,0.00022344262,0.0000978931],"category_scores_gemma":[0.000041314484,0.00046480115,0.00008161757,0.001199512,0.00016654935,0.0002457903,0.0010513009,0.00079143315,0.000002988],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012666272,0.000121705714,0.00013293512,0.00021434232,0.000084993,0.00004415389,0.000391656,0.9888698,0.0024960313,0.00536424,0.000032069274,0.0021214033],"study_design_scores_gemma":[0.0019601656,0.0007711469,0.0040009385,0.00039847312,0.00032247926,0.00013640024,0.0056891455,0.97761244,0.0003393743,0.00040211363,0.0074725486,0.00089480693],"about_ca_topic_score_codex":0.0001969086,"about_ca_topic_score_gemma":0.000008560166,"teacher_disagreement_score":0.76966316,"about_ca_system_score_codex":0.0004079494,"about_ca_system_score_gemma":0.00007024795,"threshold_uncertainty_score":0.99978036},"labels":[],"label_agreement":null},{"id":"W7110552544","doi":"","title":"Dinamik yapı zemin etkileşim analizleri için tasarıma esas kuvvetli yer hareketlerinin geliştirilmesi: genel değerlendirme ve yeni gelişmeler","year":2014,"lang":"","type":"article","venue":"OpenMETU (Middle East Technical University)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quarter (Canadian coin); Work (physics); Context (archaeology); Pretext","score_opus":0.020025216347916257,"score_gpt":0.17969363532823782,"score_spread":0.15966841898032155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7110552544","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19477685,0.0018782044,0.639786,0.0009777187,0.003686762,0.0037793769,0.00073361263,0.0060254782,0.14835602],"genre_scores_gemma":[0.98174477,0.0005371423,0.005025794,0.000105528714,0.0004648872,0.000020697673,0.00020837376,0.00037255167,0.01152026],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99272853,0.00044894908,0.0013918515,0.002060074,0.0012080928,0.0021625282],"domain_scores_gemma":[0.9951746,0.0003802145,0.00037483367,0.00234112,0.0003734011,0.0013558421],"candidate_categories":["metaepi_narrow","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.0011531049,0.0015733617,0.0017707983,0.0012343583,0.0006082697,0.00036662357,0.0025451505,0.0018289622,0.0019508479],"category_scores_gemma":[0.0005810802,0.0019083531,0.00088980433,0.0034684832,0.00060788135,0.001023148,0.0014065956,0.0021897538,0.0014164952],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00096676534,0.0026693526,0.0014695129,0.0021337855,0.0014463812,0.0011638503,0.0012340182,0.78411764,0.03986189,0.0817227,0.010694489,0.072519615],"study_design_scores_gemma":[0.0051593515,0.0012256557,0.009429472,0.0013889297,0.0010064726,0.00017691242,0.00086396915,0.2728832,0.0024276031,0.00047662572,0.69981635,0.005145448],"about_ca_topic_score_codex":0.00018404843,"about_ca_topic_score_gemma":0.00012627037,"teacher_disagreement_score":0.78696793,"about_ca_system_score_codex":0.0013555529,"about_ca_system_score_gemma":0.00020174656,"threshold_uncertainty_score":0.99970144},"labels":[],"label_agreement":null},{"id":"W7115029886","doi":"","title":"Experimental and numerical evaluation of the bond mechanics of masonry-to-geosynthetics coupling","year":2025,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University","funders":"Mitacs; McGill University","keywords":"Coupling (piping); Work (physics); Bond; Computational mechanics; Finite element method","score_opus":0.01454730849753997,"score_gpt":0.2380610768896635,"score_spread":0.22351376839212353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7115029886","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9931154,0.0007324647,0.000075959615,0.0000041429385,0.0009721947,0.0006918696,0.00025764504,0.00015696333,0.0039933203],"genre_scores_gemma":[0.99924463,0.000044001707,0.0003405388,0.000007702512,0.000008806665,0.000081332866,0.000091533584,0.00008037546,0.00010110087],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.997875,0.000058002992,0.00065203424,0.00035788066,0.0007973941,0.00025973687],"domain_scores_gemma":[0.998787,0.00012386084,0.00016514446,0.00047280756,0.0003479194,0.00010326365],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007374959,0.0003616766,0.0004819875,0.00018907755,0.00015843053,0.000016099557,0.00031057827,0.0004697638,0.000025101514],"category_scores_gemma":[0.000713856,0.00034938435,0.00015999273,0.0005339487,0.000015709777,0.00009390487,0.000086903936,0.0005461694,0.000002767343],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034882778,0.000096699434,0.0000031547588,0.00076356437,0.00012142394,5.1338566e-7,0.00002871743,0.67137533,0.27919534,0.025541566,0.000002059906,0.02283676],"study_design_scores_gemma":[0.00044862786,0.00007682633,0.000223463,0.00079485175,0.00032643834,0.000002328569,0.00028422766,0.37379453,0.6202386,0.0024856478,0.00086548174,0.00045899753],"about_ca_topic_score_codex":0.000036647696,"about_ca_topic_score_gemma":0.000026865415,"teacher_disagreement_score":0.34104326,"about_ca_system_score_codex":0.00031916794,"about_ca_system_score_gemma":0.00003499549,"threshold_uncertainty_score":0.9998958},"labels":[],"label_agreement":null},{"id":"W7115036548","doi":"","title":"Fibreglass Geogrid for Slab-on-Grade in Harsh Environments: Experimental and Finite Element Analysis","year":2024,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Finite element method; Geogrid; Deformation (meteorology); Work (physics)","score_opus":0.008620209456646231,"score_gpt":0.22040306737897813,"score_spread":0.2117828579223319,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7115036548","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9922256,0.0015741353,0.000031706793,0.000010732188,0.00090117316,0.00094167073,0.0013548231,0.0005068048,0.0024533863],"genre_scores_gemma":[0.9950276,0.00036967668,0.00026772005,0.000034753793,0.000032177926,0.000652092,0.0023442672,0.0002085911,0.0010631206],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9973956,0.000048393147,0.00072339596,0.00082839845,0.00043937264,0.000564885],"domain_scores_gemma":[0.99906415,0.00019270524,0.00008904874,0.0004380771,0.000022576547,0.00019347463],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003300188,0.0006661627,0.0006702619,0.0007829372,0.00018414254,0.00008813426,0.00025004716,0.0005779882,0.00006819405],"category_scores_gemma":[0.000121736724,0.00074655545,0.0003310756,0.0007041817,0.000023444041,0.00021830198,0.000054690663,0.00082468556,0.000047782985],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010177242,0.00029437768,0.000032158376,0.0012121416,0.0014035418,0.000036540696,0.00005221651,0.92565405,0.039299656,0.008764355,0.000015810889,0.023133386],"study_design_scores_gemma":[0.0038765152,0.0009479002,0.004471071,0.001630788,0.0028026535,0.000008122784,0.00096967333,0.5625632,0.22925186,0.005587005,0.18306585,0.0048253974],"about_ca_topic_score_codex":0.000050099577,"about_ca_topic_score_gemma":0.00019610563,"teacher_disagreement_score":0.36309087,"about_ca_system_score_codex":0.00068615156,"about_ca_system_score_gemma":0.000006827486,"threshold_uncertainty_score":0.99949855},"labels":[],"label_agreement":null},{"id":"W7116784976","doi":"10.6000/1929-5995.2025.14.23","title":"Axial Performance of Steel Piles in Sand and their Implications for Polymer-Based Coatings, Composite Strengthening, and Soil–Polymer Interaction Systems","year":2025,"lang":"","type":"article","venue":"Journal of Research Updates in Polymer Science","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Composite number; Durability; Pile; Shear (geology); Spark plug; Benchmark (surveying)","score_opus":0.022751713948281255,"score_gpt":0.3205769359666052,"score_spread":0.29782522201832395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7116784976","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96257657,0.032314643,0.0038071505,0.0005061054,0.0003620624,0.00030318846,0.00002689654,0.000012664342,0.0000907211],"genre_scores_gemma":[0.998466,0.0013070086,0.000095345065,0.000007525911,0.000045077104,0.000025610434,0.0000024830467,0.000016051014,0.000034864344],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99753255,0.00012744218,0.0010584255,0.00032145224,0.0003907466,0.0005693729],"domain_scores_gemma":[0.99776083,0.0011047082,0.00025773395,0.00026531678,0.00044444366,0.00016699095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003134144,0.00021522444,0.00046024492,0.0019481669,0.00025503876,0.0002333724,0.0004993484,0.00013377865,0.0000024843225],"category_scores_gemma":[0.0004040958,0.00019061736,0.00005668559,0.0020196403,0.000901431,0.0006684466,0.00015882943,0.0007406691,1.1488587e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047022686,0.0003340174,0.048295837,0.0020157204,0.00004948819,0.0000016223652,0.0017347991,0.1379331,0.7636695,0.003932891,0.000035542645,0.041527275],"study_design_scores_gemma":[0.0010102029,0.00039865111,0.01104934,0.0020967333,0.000012432552,0.00001667641,0.0007299699,0.58636725,0.39808008,0.000047969526,0.00003528876,0.00015542077],"about_ca_topic_score_codex":0.00019049323,"about_ca_topic_score_gemma":0.000024266517,"teacher_disagreement_score":0.44843414,"about_ca_system_score_codex":0.00021634644,"about_ca_system_score_gemma":0.0004184353,"threshold_uncertainty_score":0.777315},"labels":[],"label_agreement":null},{"id":"W7130673919","doi":"10.1680/ecsmge.60678.vol6.518","title":"Soil strength for design of reinforced soil walls","year":2015,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Shearing (physics); Friction angle; Retaining wall; Mechanically stabilized earth; Shear strength (soil); Soil water; Plane stress; Soil test; Clay soil","score_opus":0.03034729482888316,"score_gpt":0.2121586487672807,"score_spread":0.18181135393839754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7130673919","genre_codex":"methods","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000022007405,0.00037971084,0.70805144,0.000010340772,0.0003044191,0.0004852222,0.000052468284,0.0008522735,0.28984213],"genre_scores_gemma":[0.052178852,0.00044989475,0.009564875,0.000017972565,0.00030328234,0.00010402107,0.00037093388,0.00045369967,0.93655646],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99900484,0.0000027405517,0.000413823,0.0001684671,0.00020785435,0.0002022621],"domain_scores_gemma":[0.99923533,0.00011489603,0.00005760885,0.00032598793,0.00016587919,0.00010028223],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001908151,0.00029349315,0.00041224997,0.00011405172,0.00001845122,0.000015446005,0.00016079853,0.00047524183,0.00011635542],"category_scores_gemma":[0.00007565862,0.00028520043,0.00012991801,0.000026698759,0.000032873242,0.00004395365,0.000022553044,0.00018605712,0.000022352693],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007295955,0.0000017637868,1.158301e-8,0.00023843475,0.000049306753,3.770407e-7,0.00002279476,0.9448079,0.00019203257,0.047661316,0.0046788245,0.0023399307],"study_design_scores_gemma":[0.00035915466,0.00011524807,1.7368043e-7,0.00012836473,0.00005663036,0.0000011983893,0.0000038073126,0.94611037,0.0007883912,0.0044417363,0.04760228,0.0003926433],"about_ca_topic_score_codex":0.000008854863,"about_ca_topic_score_gemma":0.000005372681,"teacher_disagreement_score":0.69848657,"about_ca_system_score_codex":0.00008460893,"about_ca_system_score_gemma":0.00005836092,"threshold_uncertainty_score":0.99996},"labels":[],"label_agreement":null},{"id":"W7132411024","doi":"","title":"Reconnaissance dynamique des sites ferroviaires a l'aide du penetrometre panda 3®","year":2014,"lang":"fr","type":"article","venue":"Depósito Digital e-UCJC","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Context (archaeology); Gloom; Nova scotia","score_opus":0.013123264480938288,"score_gpt":0.1896545459886845,"score_spread":0.17653128150774622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132411024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8053282,0.0072569503,0.14115644,0.0006337872,0.0011398827,0.0002924643,0.00032788314,0.0013849232,0.042479448],"genre_scores_gemma":[0.9956317,0.0003217254,0.0010884333,0.000043753353,0.00040663325,0.000033589462,0.000117246535,0.00014609282,0.0022108343],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99761593,0.00005112654,0.00054668635,0.00053051714,0.00045768355,0.0007980755],"domain_scores_gemma":[0.99844015,0.0003427572,0.0000761104,0.00051683927,0.00025184988,0.00037229015],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00036574225,0.0005319926,0.0005121087,0.00020171037,0.00017463464,0.00053084607,0.00035698738,0.00039519795,0.00017039441],"category_scores_gemma":[0.0021501158,0.0005967623,0.00023994819,0.00066639716,0.0002415547,0.0010066542,0.00012384575,0.00042479698,0.00028301196],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003347434,0.00024952137,0.016586032,0.0020028292,0.00014521733,0.000051865987,0.00055586174,0.7360828,0.0016536489,0.009715188,0.003293973,0.22962962],"study_design_scores_gemma":[0.00089326553,0.00040528062,0.035396274,0.000752696,0.00007594607,0.00014284492,0.00012926747,0.7863804,0.0010402496,0.0066482914,0.16675763,0.001377841],"about_ca_topic_score_codex":0.0002719893,"about_ca_topic_score_gemma":0.0003885474,"teacher_disagreement_score":0.22825179,"about_ca_system_score_codex":0.0005430287,"about_ca_system_score_gemma":0.00005698007,"threshold_uncertainty_score":0.9996484},"labels":[],"label_agreement":null},{"id":"W798238863","doi":"10.1520/stp157720130183","title":"Effect of Internal Curing on Freeze–Thaw Durability of Dry-Cast Concrete Segmental Retaining Wall Units and Solid Interlocking Concrete Paving Units","year":2014,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Interlocking; Durability; Curing (chemistry); Materials science; Composite material; Structural engineering; Engineering","score_opus":0.01019879928060718,"score_gpt":0.20807189486381283,"score_spread":0.19787309558320565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W798238863","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9156318,0.00037514113,0.012219433,0.000007937966,0.0004862835,0.0006730968,0.0001061739,0.0006653311,0.06983482],"genre_scores_gemma":[0.99835163,0.000063634085,0.0000943386,0.000010704502,0.00007052386,0.000008157742,0.00005295831,0.00013590844,0.0012121253],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99789494,0.00006977701,0.00092476583,0.00042279196,0.00034763673,0.00034006144],"domain_scores_gemma":[0.9981757,0.0007652265,0.00025473637,0.00045655746,0.00019746421,0.00015032514],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00079066405,0.0006032925,0.0010593976,0.00025301822,0.000047903457,0.00003109376,0.00026358542,0.00047632656,0.000075627744],"category_scores_gemma":[0.0003540949,0.00057752576,0.0001334533,0.000103012244,0.000177671,0.000080555554,0.0001813099,0.000814123,0.0000036302476],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014452817,0.00001182025,0.013648722,0.04027213,0.0038957763,0.000119267046,0.006462851,0.60758626,0.12340282,0.074148774,0.00022772863,0.12877858],"study_design_scores_gemma":[0.0037963623,0.0041930904,0.00049982674,0.01888788,0.00061447994,0.000054529475,0.00017908898,0.7872251,0.17917006,0.00027627777,0.002425034,0.0026782237],"about_ca_topic_score_codex":0.00012866023,"about_ca_topic_score_gemma":0.000018424176,"teacher_disagreement_score":0.17963888,"about_ca_system_score_codex":0.00010729828,"about_ca_system_score_gemma":0.000020830304,"threshold_uncertainty_score":0.99966764},"labels":[],"label_agreement":null},{"id":"W799361375","doi":"10.1520/stp10625s","title":"Transfer of Heavy Metals in a Soil Amended with Geotextiles","year":2002,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Heavy metals; Environmental science; Geotechnical engineering; Geology; Environmental chemistry; Chemistry","score_opus":0.011526685186527252,"score_gpt":0.1693204971641455,"score_spread":0.15779381197761824,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W799361375","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.004213246,0.0010735277,0.033638123,0.000041920943,0.000103731225,0.00044094908,0.0000385298,0.00084664416,0.9596033],"genre_scores_gemma":[0.92957675,0.00065267325,0.00018926396,0.000011813,0.000024273977,0.000020536092,0.00002471323,0.00013699329,0.06936296],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911684,0.000003221238,0.0003428141,0.00017607369,0.00018736327,0.000173695],"domain_scores_gemma":[0.9996431,0.000030587424,0.000013235668,0.00023376063,0.00002908477,0.00005027201],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005961392,0.00027503606,0.0004623877,0.00018803717,0.0000066979965,0.000007224492,0.000095892974,0.000292672,0.00057069026],"category_scores_gemma":[0.0000039668676,0.00023592972,0.00008842815,0.000056913792,0.000036169436,0.00005459448,0.0000070374913,0.00027903676,0.000017423225],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000055469045,0.000010896841,2.417562e-7,0.0002347476,0.000057821275,0.000005923215,0.00005364329,0.9673532,0.00013673009,0.029808944,0.000049118644,0.002283157],"study_design_scores_gemma":[0.0023413608,0.0005222371,0.00008508551,0.001897063,0.00031979408,0.000035289308,0.00004003831,0.8949284,0.006600942,0.006080053,0.08448511,0.0026646121],"about_ca_topic_score_codex":0.000016974214,"about_ca_topic_score_gemma":0.0000796318,"teacher_disagreement_score":0.92536354,"about_ca_system_score_codex":0.000044410237,"about_ca_system_score_gemma":0.000007957397,"threshold_uncertainty_score":0.9620935},"labels":[],"label_agreement":null},{"id":"W817843530","doi":"10.1016/j.sandf.2015.04.006","title":"Numerical analysis of a mechanically stabilized earth wall reinforced with steel strips","year":2015,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":81,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Stiffness; Mechanically stabilized earth; Structural engineering; Parametric statistics; STRIPS; Reinforcement; Foundation (evidence); Lateral earth pressure; Yield (engineering); Ultimate tensile strength; Soil water; Finite element method; Modulus; Materials science; Geology; Engineering; Mathematics; Composite material; Soil science","score_opus":0.01715086907165874,"score_gpt":0.22202091413851885,"score_spread":0.2048700450668601,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W817843530","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52217454,0.00007675292,0.47424105,0.00007798337,0.000055863184,0.00017840957,0.000016222884,0.00030250955,0.0028766866],"genre_scores_gemma":[0.9980903,0.000023604047,0.0016945387,0.0000069725847,0.000007452823,0.000015145994,0.000054666572,0.000011975213,0.000095329706],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999361,0.000016198772,0.00022108984,0.00011484874,0.00015702318,0.00012988743],"domain_scores_gemma":[0.99949414,0.00006174738,0.000028733197,0.00018255471,0.00010963777,0.00012319603],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015669971,0.000096759075,0.00022766217,0.00012794572,0.000037799633,0.00002722702,0.00005644223,0.00005969142,0.000032417884],"category_scores_gemma":[0.00006982014,0.000081993145,0.000048897284,0.0007435587,0.00003171484,0.000095307005,0.00001082189,0.00010142846,0.0000032366056],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000114709665,0.000011506784,0.00007660258,0.000019467134,0.0001963498,3.226375e-7,0.00020950331,0.9897746,0.00050950167,0.008527753,0.000009947581,0.0006530012],"study_design_scores_gemma":[0.0004342944,0.0001043708,0.0021211056,0.000009876424,0.00024168451,0.0000010054598,0.00009801497,0.99572563,0.0001981494,0.00010788916,0.00082903774,0.00012891581],"about_ca_topic_score_codex":0.000047532438,"about_ca_topic_score_gemma":0.00004791769,"teacher_disagreement_score":0.4759158,"about_ca_system_score_codex":0.00002120006,"about_ca_system_score_gemma":0.00002601485,"threshold_uncertainty_score":0.33435833},"labels":[],"label_agreement":null},{"id":"W830058649","doi":"","title":"Use of Launched Soil Nails to Stabilize Shallow Slope Failure on Urban Access Road 172","year":2009,"lang":"en","type":"article","venue":"2009 ANNUAL CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION IN A CLIMATE OF CHANGE","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Soil nailing; Culvert; Geotechnical engineering; Levee; Engineering; Geology; Retaining wall","score_opus":0.026452803748237375,"score_gpt":0.22689848950839506,"score_spread":0.20044568576015767,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W830058649","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99662983,0.000026309972,0.0003268326,0.00085015316,0.000116931384,0.00040114034,0.0015348904,0.00003339873,0.00008049185],"genre_scores_gemma":[0.99938494,0.00014005824,0.000094115625,0.00007142566,0.000011220406,0.000024520974,0.00024526392,0.0000140156135,0.00001445838],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9981803,0.000038083184,0.0008432584,0.00017090735,0.00055634946,0.0002110811],"domain_scores_gemma":[0.9987871,0.00009147575,0.0003850914,0.00015477801,0.0005085724,0.000072985575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023897014,0.00017788271,0.0003972502,0.00017507291,0.00002980821,0.000011078841,0.00013806114,0.00015175583,0.000037091388],"category_scores_gemma":[0.0000752234,0.00017437043,0.00008112276,0.00050352735,0.000026062198,0.0003903365,0.0000014651923,0.00013014249,1.2795766e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008294391,0.00040700356,0.05523288,0.0019812097,0.00012954118,0.0000028405289,0.024931606,0.87823415,0.023086606,0.009169486,0.0011907545,0.0048045],"study_design_scores_gemma":[0.0009476996,0.00020260188,0.98192066,0.0004965657,0.000053202948,5.033456e-8,0.0006782238,0.0031861225,0.011953891,0.00013396048,0.0002104685,0.00021652383],"about_ca_topic_score_codex":0.009729807,"about_ca_topic_score_gemma":0.29841492,"teacher_disagreement_score":0.92668784,"about_ca_system_score_codex":0.00010117868,"about_ca_system_score_gemma":0.000095129624,"threshold_uncertainty_score":0.9968645},"labels":[],"label_agreement":null},{"id":"W911737652","doi":"10.1520/stp13476s","title":"Wide-Width Strength Test for Nonwoven Geotextiles Without Using Grips","year":2000,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Materials science; Composite material","score_opus":0.014438379933621612,"score_gpt":0.2035698413295464,"score_spread":0.1891314613959248,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W911737652","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0008913489,0.0011287619,0.140148,0.00004360435,0.000734862,0.0013166307,0.00042728952,0.0037447945,0.8515647],"genre_scores_gemma":[0.40072674,0.0028338267,0.02726265,0.0002073833,0.0019603048,0.00019071772,0.0013074655,0.002127385,0.5633835],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986829,0.0000023946748,0.00043752327,0.00033361485,0.00019642024,0.00034712907],"domain_scores_gemma":[0.9991612,0.00022022796,0.00004883396,0.0003845226,0.00006164876,0.00012355547],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00008619492,0.00047941876,0.00046850255,0.00014553446,0.000063447,0.00005079886,0.00018308546,0.0005431735,0.00048003733],"category_scores_gemma":[0.000068689464,0.0004830578,0.00019045427,0.000038269693,0.00003643575,0.00007817828,0.000023765651,0.00033693094,0.00005259661],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004585987,0.000013426512,0.000006896792,0.00025621665,0.00006677767,0.0000024534834,0.000021798523,0.9705794,0.00006900902,0.0073764035,0.0008265324,0.02077654],"study_design_scores_gemma":[0.00028575587,0.00005151912,0.000017456374,0.0002971946,0.00010421664,0.0000070880265,0.00000243955,0.7153688,0.00006753319,0.006338023,0.27671552,0.0007444486],"about_ca_topic_score_codex":0.000017322569,"about_ca_topic_score_gemma":0.000027398755,"teacher_disagreement_score":0.39983538,"about_ca_system_score_codex":0.00012989136,"about_ca_system_score_gemma":0.000028628157,"threshold_uncertainty_score":0.9997621},"labels":[],"label_agreement":null},{"id":"W939506634","doi":"10.1007/s40891-015-0022-6","title":"Geogrid Reinforced Granular Pad Foundation Resting on Loose and Soft Soils, Hamilton Harbour, Ontario","year":2015,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Aptose Biosciences (Canada); University of Guelph","funders":"","keywords":"Geotechnical engineering; Foundation (evidence); Pile; Geogrid; Harbour; Settlement (finance); Engineering; Borehole; Geology; Sheet pile; Structural engineering; Reinforcement; Archaeology","score_opus":0.011706434248524664,"score_gpt":0.2018348605682427,"score_spread":0.19012842631971805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W939506634","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91865766,0.00036447484,0.07937391,0.000120595294,0.0011525489,0.000054435877,0.0000024495184,0.00009975605,0.0001741563],"genre_scores_gemma":[0.99813473,0.00022307315,0.0013326922,0.000020878037,0.00020072718,0.000002155752,0.0000072621233,0.000030135061,0.00004835573],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99894255,0.00000786261,0.00039243212,0.00011067961,0.00037072497,0.0001757669],"domain_scores_gemma":[0.9993625,0.000085241685,0.00007873888,0.00009376767,0.0002092883,0.00017045994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003677356,0.00017512093,0.00019177461,0.00021794674,0.00003282974,0.00015238691,0.00013826981,0.00008941411,0.000005252543],"category_scores_gemma":[0.00019685841,0.00017213712,0.00004958451,0.00006732602,0.000023607214,0.00023962022,0.000029500688,0.0003184714,0.000002204496],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028464647,0.000010380199,0.00014522811,0.000028139488,0.000056882593,0.000024262208,0.00048045433,0.9868856,0.0007901309,0.0013904793,0.000023809087,0.010136136],"study_design_scores_gemma":[0.0008761182,0.00020565583,0.0037515208,0.00033079495,0.000036199606,0.00026472096,0.000051545183,0.97789186,0.0004184728,0.000773318,0.015097512,0.00030225058],"about_ca_topic_score_codex":0.00018247355,"about_ca_topic_score_gemma":0.00006762701,"teacher_disagreement_score":0.07947705,"about_ca_system_score_codex":0.00020144471,"about_ca_system_score_gemma":0.000027593274,"threshold_uncertainty_score":0.70195484},"labels":[],"label_agreement":null}]}