{"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99826765,0.00003329353,0.0009984989,0.000008121729,0.0000010203698,0.000003836159,0.0000136223025,0.000010819666,0.00066311524],"genre_scores_gemma":[0.9996691,0.000021633627,0.00016508574,0.0000011733738,3.6317616e-7,0.000001300987,0.0000055910878,0.000001592439,0.00013422042],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985325,0.000035355548,0.000008311446,0.000021564461,0.000043869164,0.000037619346],"domain_scores_gemma":[0.9997464,0.000073093695,0.00009502933,0.000021374393,0.00004150966,0.000022708742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019721416,0.00017542446,0.00018851054,0.00083940354,0.0003737429,0.00060108694,0.0003172253,0.00046929068,0.00064265885],"category_scores_gemma":[0.000541694,0.00020091889,0.00016251947,0.00050332985,0.00074832316,0.00047232353,0.00040122046,0.00019279137,0.00015684425],"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":[0.00039309313,0.00022738185,0.051590063,0.00012399022,0.00003212979,0.0015814339,0.00031366938,0.7142202,0.21684276,0.0043963506,0.00016411864,0.010114809],"study_design_scores_gemma":[0.000052860876,0.00071033824,0.13581602,0.000051929008,0.000060272374,0.0006430954,0.0016111968,0.69072783,0.16539003,0.0030096453,0.001860805,0.00006592327],"about_ca_topic_score_codex":0.0029479477,"about_ca_topic_score_gemma":0.0054998877,"teacher_disagreement_score":0.0029479477,"about_ca_system_score_codex":0.00041569982,"about_ca_system_score_gemma":0.00021354196,"threshold_uncertainty_score":0.0058615804},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972345,0.00006320933,0.0018506539,0.000027726206,0.000025269592,0.00001856381,0.00014297929,0.0000639068,0.00057312625],"genre_scores_gemma":[0.9985519,0.000035076504,0.00080349407,0.0000035585767,0.0000040852938,0.000010895623,0.000074558826,0.000009372615,0.00050704373],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995974,0.000052052448,0.000039616338,0.000070410504,0.00015520559,0.00008546486],"domain_scores_gemma":[0.9982626,0.0005707206,0.0002463284,0.00026352028,0.00051661435,0.00014025066],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006917795,0.00047155475,0.0006689162,0.00044098528,0.0006134362,0.00046227608,0.00069238065,0.0008258173,0.0029358868],"category_scores_gemma":[0.0020533723,0.00025629657,0.00031984606,0.0003687441,0.0009680257,0.00068142434,0.00045248534,0.00055562844,0.00037734842],"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":[0.0018561031,0.0006442522,0.0021955858,0.00024778908,0.000024175522,0.00017164534,0.00031081575,0.02418636,0.96329886,0.00037763815,0.00025352783,0.0064331964],"study_design_scores_gemma":[0.00014954082,0.0038520072,0.010234285,0.000025666433,0.000053382035,0.00012244408,0.000279568,0.0820785,0.90206563,0.0001805891,0.000897548,0.000060912767],"about_ca_topic_score_codex":0.0015092366,"about_ca_topic_score_gemma":0.0014166401,"teacher_disagreement_score":0.0029358868,"about_ca_system_score_codex":0.0003812799,"about_ca_system_score_gemma":0.00028122854,"threshold_uncertainty_score":0.009821534},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994541,0.000018921162,0.0003234453,0.0000025590211,0.0000013944253,0.000004709967,0.000017753238,0.000014617628,0.00016238356],"genre_scores_gemma":[0.9995522,0.000018783552,0.00021993363,0.0000035727392,7.874034e-7,0.000003587725,0.000025186398,0.0000053848266,0.00017048154],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970335,0.00005363092,0.00002942751,0.00003408371,0.000093323804,0.00008620397],"domain_scores_gemma":[0.99923015,0.0003248165,0.00014924833,0.00007686859,0.00012986534,0.00008903589],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026079168,0.00045364755,0.00033661228,0.00020362723,0.00025876446,0.00027575562,0.0002539815,0.000318349,0.0009674283],"category_scores_gemma":[0.0011263213,0.00020399704,0.0002109798,0.00015671315,0.00046757312,0.00027857916,0.00044545042,0.0002441206,0.00013266594],"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":[0.00055500667,0.000077437115,0.00935214,0.00011814418,0.000022492499,0.00069467723,0.00028024998,0.011281496,0.9696004,0.000042928892,0.0000571224,0.007917818],"study_design_scores_gemma":[0.00002549243,0.0042555537,0.052035704,0.0000181132,0.00004835515,0.00043939546,0.0004202779,0.010718058,0.9312855,0.00007949374,0.0006415104,0.00003248774],"about_ca_topic_score_codex":0.000999956,"about_ca_topic_score_gemma":0.0016485732,"teacher_disagreement_score":0.000999956,"about_ca_system_score_codex":0.00018619966,"about_ca_system_score_gemma":0.00017739719,"threshold_uncertainty_score":0.003236413},"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":"other","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.079031415,0.040149167,0.24705985,0.074746296,0.0031845544,0.00022779733,0.00017094056,0.0012186427,0.5542113],"genre_scores_gemma":[0.68640804,0.036041826,0.13314135,0.0052692303,0.00070289435,0.000074125724,0.00024875143,0.0010402024,0.13707344],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99763167,0.00051377254,0.00008559137,0.000118052565,0.0013304487,0.00032038367],"domain_scores_gemma":[0.9989598,0.0001349485,0.00006568654,0.00010915214,0.0004952319,0.00023512848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024248625,0.00048598528,0.0003026749,0.0013604505,0.0035012853,0.005895309,0.0013247208,0.0014285981,0.007988085],"category_scores_gemma":[0.0031051373,0.00043629238,0.00029112236,0.0013528494,0.0035917112,0.0055150064,0.0026350669,0.0023166155,0.0017441398],"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":[0.000042775908,0.00015941626,0.0038922033,0.0005147617,0.000015556738,0.00061460154,0.010559335,0.0070250505,0.0024789248,0.40821892,0.10441764,0.46206078],"study_design_scores_gemma":[0.000010177524,0.0001790283,0.0026801578,0.00049369765,0.000012144481,0.0005076925,0.017985135,0.0013544124,0.0017949372,0.08025336,0.89468634,0.000042922766],"about_ca_topic_score_codex":0.011980296,"about_ca_topic_score_gemma":0.03074043,"teacher_disagreement_score":0.011980296,"about_ca_system_score_codex":0.003224974,"about_ca_system_score_gemma":0.0030665419,"threshold_uncertainty_score":0.026722848},"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":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7619402,0.00025404882,0.09525795,0.00031162042,0.00025924458,0.0014220456,0.0009500166,0.0015875613,0.13801739],"genre_scores_gemma":[0.7144309,0.000365001,0.14690869,0.00009258939,0.000024821307,0.0003797294,0.001344659,0.00048026658,0.13597333],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995671,0.000026268395,0.000008599134,0.000046549652,0.00026086616,0.00009062385],"domain_scores_gemma":[0.9997819,0.0000072628814,0.000008476088,0.000021614827,0.000093390074,0.00008737332],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064078794,0.0004528534,0.00020793325,0.00050797855,0.00074423535,0.0009846804,0.0009133923,0.00050992,0.012015743],"category_scores_gemma":[0.0004109265,0.00034573505,0.00023883003,0.00024441406,0.0004246878,0.00041448738,0.001200527,0.0006229384,0.0026183845],"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":[0.0008736875,0.0011346122,0.026111862,0.00052253413,0.0000610338,0.0060181497,0.0030234358,0.050603382,0.40596828,0.02520055,0.045104757,0.43537772],"study_design_scores_gemma":[0.0004584355,0.007300771,0.11467569,0.0002919264,0.00012055346,0.0064338604,0.0039152354,0.0839297,0.11989312,0.0022211473,0.66057354,0.00018603184],"about_ca_topic_score_codex":0.03596527,"about_ca_topic_score_gemma":0.12453293,"teacher_disagreement_score":0.03596527,"about_ca_system_score_codex":0.0008928347,"about_ca_system_score_gemma":0.003482537,"threshold_uncertainty_score":0.071511865},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006598734,0.07445302,0.047215838,0.0031047165,0.006346001,0.00024039694,0.0007495579,0.0010196082,0.8602721],"genre_scores_gemma":[0.015452203,0.037728515,0.011927869,0.0005363463,0.0005826197,0.00007481866,0.00051310885,0.00019865861,0.93298584],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9999132,0.000005717425,0.0000031590464,0.000014333196,0.000055421664,0.000008026756],"domain_scores_gemma":[0.9999492,0.000009629791,0.000004671421,0.0000045282923,0.000027270347,0.0000046876253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009351679,0.00093434507,0.00040904892,0.0007428642,0.00045287717,0.001096329,0.00067612244,0.0009352544,0.062105868],"category_scores_gemma":[0.00017769531,0.00021511098,0.0003758934,0.00089961523,0.00023668919,0.0009681475,0.00053312926,0.0008502031,0.0126511],"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":[0.000039901075,0.00017512943,0.0001737109,0.00092115934,0.00002192071,0.00015511051,0.0003105871,0.0060416865,0.011205533,0.03135696,0.2534886,0.6961096],"study_design_scores_gemma":[0.0000073899846,0.000074700285,0.0005249127,0.0005033729,0.000019243531,0.00016828174,0.000111061985,0.0018095115,0.0053795595,0.010818838,0.98057127,0.0000117732225],"about_ca_topic_score_codex":0.002329032,"about_ca_topic_score_gemma":0.005800904,"teacher_disagreement_score":0.062105868,"about_ca_system_score_codex":0.0005741521,"about_ca_system_score_gemma":0.00073701027,"threshold_uncertainty_score":0.2077648},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99279517,0.00013396617,0.0041686567,0.000045714038,0.000018548992,0.000017464828,0.00011938938,0.000074364565,0.002626634],"genre_scores_gemma":[0.99737775,0.00006649931,0.001952899,0.000004861509,0.0000018679742,0.0000096463,0.000044213513,0.0000056523445,0.00053652737],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998087,0.00002811046,0.000015799607,0.000033533815,0.00006174304,0.0000520646],"domain_scores_gemma":[0.99916255,0.0004361715,0.00014910109,0.000079651734,0.00011880191,0.000053714597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035244584,0.0003820154,0.00065457966,0.00048716657,0.0004584298,0.00068263983,0.0005272085,0.001140709,0.0012127918],"category_scores_gemma":[0.0011574908,0.00031319514,0.0006177026,0.00041702332,0.0008415891,0.00036672954,0.00040921738,0.00047096424,0.00014013334],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014377087,0.00013932504,0.008909322,0.00013089551,0.000024997762,0.00034987787,0.00015129996,0.9623029,0.022252511,0.00060321944,0.00014819155,0.00484367],"study_design_scores_gemma":[0.000008544594,0.00013310621,0.0040969937,0.000011727803,0.000010110549,0.00004599273,0.00008293042,0.9912684,0.0040823226,0.00008502345,0.00016014125,0.000014714845],"about_ca_topic_score_codex":0.008240586,"about_ca_topic_score_gemma":0.006141613,"teacher_disagreement_score":0.008240586,"about_ca_system_score_codex":0.00042699577,"about_ca_system_score_gemma":0.0004608925,"threshold_uncertainty_score":0.016385257},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992939,0.000042970725,0.00015819441,0.0000049454825,8.0526706e-7,0.0000051689212,0.00021003914,0.0000067350666,0.00027716445],"genre_scores_gemma":[0.99742234,0.00009272752,0.0008444906,0.000012483654,0.0000015165824,0.000017338913,0.0007629926,0.0000049105183,0.00084126805],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998493,0.000010080193,0.000012860049,0.000047621656,0.00006167363,0.000018421855],"domain_scores_gemma":[0.99959224,0.000067153094,0.000085954445,0.00001992237,0.00019854213,0.00003626243],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015911857,0.00021184274,0.00016329724,0.00072538934,0.00031064308,0.0001909515,0.0001984548,0.00022835966,0.00066625705],"category_scores_gemma":[0.0002570628,0.00014830157,0.00012888946,0.00075756793,0.0002169702,0.00018331046,0.00014318695,0.00014605283,0.0001372702],"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":[0.00039514812,0.00008333336,0.11211277,0.00009972061,0.000021525842,0.0004180352,0.00067883,0.001236068,0.8763139,0.000021725811,0.000074214135,0.00854466],"study_design_scores_gemma":[0.00000843332,0.0008155755,0.83484554,0.000018549385,0.000037935268,0.00028095374,0.00094830256,0.0017024877,0.15995716,0.000017755807,0.0013420732,0.000025206553],"about_ca_topic_score_codex":0.018588495,"about_ca_topic_score_gemma":0.06208532,"teacher_disagreement_score":0.018588495,"about_ca_system_score_codex":0.00026902222,"about_ca_system_score_gemma":0.00021010656,"threshold_uncertainty_score":0.0369606},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94854593,0.00023381523,0.022893412,0.00040139083,0.000051112755,0.000061468636,0.0014294749,0.00034357214,0.026039805],"genre_scores_gemma":[0.98948777,0.00009722453,0.0019857045,0.00003460949,0.000011223558,0.00004062096,0.000280471,0.0000317583,0.008030703],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998381,0.000031999618,0.0000057797647,0.000041936295,0.000025022995,0.000057200305],"domain_scores_gemma":[0.9998116,0.00006510365,0.000023101675,0.000012731387,0.000051354877,0.000036161902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016815336,0.0006243504,0.0006568218,0.00048675574,0.00077136705,0.0014806625,0.0012839277,0.001851802,0.0042743613],"category_scores_gemma":[0.00046346072,0.00046924906,0.0005790463,0.00070560724,0.0006778525,0.001105384,0.00092709303,0.00058515667,0.0004298454],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018434668,0.00002403981,0.0015058276,0.0000080659465,0.000009782552,0.000049519356,0.000014970109,0.9962212,0.0005302076,0.0005647131,0.00011950593,0.00093373633],"study_design_scores_gemma":[0.000008680722,0.000016344486,0.00084164133,0.0000020561713,0.0000075855028,0.0000093108965,0.000026295635,0.99831796,0.00016534049,0.00030447103,0.00029418964,0.000006161668],"about_ca_topic_score_codex":0.08475234,"about_ca_topic_score_gemma":0.0698825,"teacher_disagreement_score":0.08475234,"about_ca_system_score_codex":0.0014320961,"about_ca_system_score_gemma":0.0013774453,"threshold_uncertainty_score":0.16851807},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99956757,0.000011794479,0.0002644351,0.000002514645,9.624148e-7,0.000006216961,0.000022203914,0.000010356627,0.00011388483],"genre_scores_gemma":[0.9991855,0.000025048885,0.0005475661,0.000002627248,0.0000010855252,0.0000040788823,0.0000391034,0.0000020213454,0.00019293147],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997496,0.000032688225,0.000011868169,0.000054884553,0.0000970111,0.000053914537],"domain_scores_gemma":[0.99945456,0.00015463606,0.00013384422,0.000048739672,0.00015637206,0.000051905485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003907126,0.00039198893,0.00031212714,0.00048229797,0.00038190853,0.0002906476,0.00040753,0.0002927548,0.0005835554],"category_scores_gemma":[0.00044667142,0.0002011936,0.00017277259,0.00052014925,0.00042738364,0.00025845302,0.00029672246,0.00017886297,0.000078767094],"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":[0.0028383567,0.0009259952,0.36567476,0.00059077586,0.00011354714,0.003533401,0.0018773242,0.049932644,0.50100625,0.00018748864,0.0003897295,0.072929695],"study_design_scores_gemma":[0.00007628827,0.004627001,0.7831609,0.000021976533,0.0001252397,0.0003388458,0.0023085063,0.044175245,0.1640685,0.00008309787,0.00095708336,0.00005726853],"about_ca_topic_score_codex":0.011752595,"about_ca_topic_score_gemma":0.03267064,"teacher_disagreement_score":0.011752595,"about_ca_system_score_codex":0.00048701034,"about_ca_system_score_gemma":0.00041418226,"threshold_uncertainty_score":0.023368418},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99709356,0.00013081919,0.0013681893,0.000035265224,0.000031543063,0.000070216534,0.00024913135,0.000035092984,0.0009862009],"genre_scores_gemma":[0.99261826,0.00011452967,0.005273598,0.00010804875,0.000009064256,0.000057016918,0.00036181553,0.000074170865,0.0013833736],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99820554,0.00047887224,0.00017031618,0.0004252191,0.0005123267,0.00020778808],"domain_scores_gemma":[0.9961605,0.0016914798,0.0007054412,0.00025511312,0.00092627265,0.00026127257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010225236,0.00048541417,0.00040550748,0.00040820654,0.0004996972,0.0010968638,0.00042662272,0.00045580597,0.001577685],"category_scores_gemma":[0.0040734173,0.00025290356,0.0004096368,0.00046545037,0.0004126795,0.0003599217,0.00034970389,0.0005608594,0.0003929096],"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":[0.003030557,0.00035937582,0.024583206,0.0001620685,0.00006708612,0.0001555644,0.000227804,0.0007400112,0.9561005,0.000032491163,0.00022745406,0.0143138375],"study_design_scores_gemma":[0.000022824828,0.0051874146,0.2004474,0.000024593764,0.00010447383,0.00017871465,0.00045279015,0.0016673183,0.78950095,0.000051236504,0.00232244,0.000039764713],"about_ca_topic_score_codex":0.010172063,"about_ca_topic_score_gemma":0.019289257,"teacher_disagreement_score":0.010172063,"about_ca_system_score_codex":0.00048520067,"about_ca_system_score_gemma":0.000457945,"threshold_uncertainty_score":0.020225704},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011549951,0.00014342555,0.98005694,0.000049223185,0.0000230614,0.000040791692,0.000052357598,0.00050137815,0.007582915],"genre_scores_gemma":[0.41109493,0.0005426127,0.5802717,0.000094015166,0.000029665964,0.00043488425,0.00024826571,0.00059591193,0.0066879746],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99929106,0.000121398676,0.000042937016,0.00004343908,0.00045595458,0.00004513965],"domain_scores_gemma":[0.9982849,0.00082490395,0.00014601593,0.00022452517,0.00048770758,0.000031950396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017399514,0.0005633563,0.0006277487,0.0014358569,0.0005871808,0.0017382618,0.0012988471,0.00067454466,0.0035436181],"category_scores_gemma":[0.0059192004,0.00039516154,0.00061128405,0.0009900461,0.00077771425,0.0014206357,0.0015124745,0.0011387244,0.0012059088],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000084108404,0.00011741517,0.0016201417,0.00027031114,0.00003228948,0.0001761708,0.00033272058,0.7366255,0.028891142,0.12538633,0.0022859809,0.10417786],"study_design_scores_gemma":[0.0000056319336,0.000007307089,0.00009070006,0.000016889204,0.0000029159046,0.000029324876,0.00000858177,0.9879825,0.0047061527,0.0054181074,0.0017223307,0.000009456851],"about_ca_topic_score_codex":0.0030686697,"about_ca_topic_score_gemma":0.0020625256,"teacher_disagreement_score":0.0035436181,"about_ca_system_score_codex":0.0008866848,"about_ca_system_score_gemma":0.0012175506,"threshold_uncertainty_score":0.011854589},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996076,0.000103274775,0.00014223662,0.0000028040831,0.0000017528671,0.0000023808523,0.000031596097,0.0000066392745,0.00010162479],"genre_scores_gemma":[0.9992841,0.00007686937,0.00018387796,0.0000064291444,0.0000010297478,0.0000032333628,0.00007462624,0.000003527695,0.00036635902],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998191,0.000016072107,0.000018399509,0.0000441826,0.000073157804,0.00002909192],"domain_scores_gemma":[0.9998287,0.000019559484,0.00004804637,0.000014913853,0.000065223154,0.000023602355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012513343,0.0002910394,0.00024709053,0.0003150498,0.00013195728,0.00018775159,0.0001610713,0.00017894008,0.00069309596],"category_scores_gemma":[0.00025939383,0.00012250847,0.00019326126,0.00023825325,0.00013148626,0.00021568972,0.00018149077,0.0001809249,0.000090989444],"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":[0.00019447588,0.00002119113,0.0038297859,0.000028712479,0.000015536089,0.00005958648,0.000045679786,0.00053361885,0.99240994,0.000010665971,0.00001315244,0.0028376835],"study_design_scores_gemma":[0.000009256563,0.0012525002,0.059096448,0.000010261669,0.00003514523,0.00017498963,0.00013952082,0.003458201,0.93490666,0.000019936311,0.0008826334,0.000014565464],"about_ca_topic_score_codex":0.0014398085,"about_ca_topic_score_gemma":0.0031260876,"teacher_disagreement_score":0.0014398085,"about_ca_system_score_codex":0.00020708129,"about_ca_system_score_gemma":0.000098780336,"threshold_uncertainty_score":0.0028628707},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996245,0.000048901107,0.00017451355,0.0000014315337,5.6575914e-7,0.0000020788407,0.000020171781,0.0000037219509,0.00012404403],"genre_scores_gemma":[0.9991203,0.000048559945,0.00045575123,0.000003541455,4.838945e-7,0.0000034886189,0.00006205909,0.000005402124,0.000300376],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976856,0.00003069515,0.000019107754,0.000045424233,0.00009451644,0.000041809584],"domain_scores_gemma":[0.99934715,0.0002317766,0.00013744336,0.000048831713,0.00014600412,0.000088661436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003830547,0.0002812004,0.00017462374,0.00035942605,0.00023743257,0.00032952224,0.0001799566,0.0001929339,0.00059976534],"category_scores_gemma":[0.00080131425,0.00024994905,0.00015605673,0.00015635196,0.00034932102,0.00017076968,0.00018698018,0.00017218005,0.000095097625],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002774794,0.000020816398,0.0121805575,0.000036099642,0.000018378958,0.00010967143,0.00009023331,0.0007270219,0.98374605,0.000014211588,0.0000047989984,0.00277464],"study_design_scores_gemma":[0.000005425852,0.0007416593,0.18578584,0.0000090513395,0.00004011388,0.0002025315,0.00018709071,0.0011497467,0.81144255,0.000020175085,0.00040155373,0.00001419722],"about_ca_topic_score_codex":0.008261368,"about_ca_topic_score_gemma":0.03812139,"teacher_disagreement_score":0.9917386,"about_ca_system_score_codex":0.00033965684,"about_ca_system_score_gemma":0.00030693144,"threshold_uncertainty_score":0.016426563},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45750147,0.00593279,0.4536061,0.0015884662,0.00027973074,0.00020353464,0.0015551293,0.0020557554,0.077276975],"genre_scores_gemma":[0.76486635,0.0051758224,0.15705715,0.00017025287,0.000029832687,0.00010101077,0.0006518594,0.00046253757,0.07148523],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.999154,0.000032980126,0.000018309174,0.00013884345,0.0005797374,0.00007611977],"domain_scores_gemma":[0.9994554,0.00012366648,0.000051058712,0.00005216969,0.00027983327,0.000037836944],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00068579195,0.00064277306,0.00056043454,0.0014916479,0.0018350686,0.0033431277,0.0010749906,0.0008982598,0.0055325534],"category_scores_gemma":[0.0012874692,0.00050632213,0.0006892814,0.002265696,0.0013661998,0.0013472633,0.00072474015,0.00094135944,0.00085988286],"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":[0.00022499521,0.00015727642,0.038821254,0.0010678612,0.00010264052,0.00080379366,0.003192231,0.18368997,0.23631877,0.105419375,0.005323956,0.42487794],"study_design_scores_gemma":[0.000039821993,0.0003056511,0.095797665,0.00027516403,0.00017644053,0.0011898315,0.0033523955,0.26979488,0.35659465,0.026199747,0.24578667,0.00048708194],"about_ca_topic_score_codex":0.37521467,"about_ca_topic_score_gemma":0.5409016,"teacher_disagreement_score":0.37521467,"about_ca_system_score_codex":0.006464785,"about_ca_system_score_gemma":0.008293076,"threshold_uncertainty_score":0.7460613},"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":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6331217,0.01945341,0.24304944,0.010168342,0.004347283,0.00030417324,0.0017497276,0.00087083783,0.08693496],"genre_scores_gemma":[0.95481116,0.0063698883,0.015576801,0.0012648605,0.00022710662,0.00006871267,0.00051035825,0.00006291451,0.021108283],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997862,0.000022477545,0.000008829675,0.000020081754,0.00013944473,0.000022999353],"domain_scores_gemma":[0.9998229,0.000077704404,0.00003268956,0.000015957514,0.000041605657,0.000009207403],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003036993,0.0003217726,0.00019757365,0.00048435942,0.00053791644,0.00042487044,0.001035987,0.00052029005,0.0046478203],"category_scores_gemma":[0.0006900297,0.00012034148,0.00035543236,0.00044244446,0.0011568752,0.00042515728,0.00022942512,0.00047037337,0.0003637147],"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":[0.0002195879,0.00031963296,0.009641422,0.0017880137,0.00006825905,0.0015432864,0.00063891144,0.045765117,0.74645025,0.09317405,0.020609746,0.079781726],"study_design_scores_gemma":[0.000027853912,0.0007529657,0.031261757,0.000196636,0.000061363666,0.001406444,0.0006382026,0.07947603,0.6998542,0.021973168,0.16423956,0.00011177291],"about_ca_topic_score_codex":0.00477702,"about_ca_topic_score_gemma":0.005788819,"teacher_disagreement_score":0.00477702,"about_ca_system_score_codex":0.0006425958,"about_ca_system_score_gemma":0.00044515624,"threshold_uncertainty_score":0.015548527},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9998547,0.000009220254,0.0000669686,0.0000011489349,5.270747e-7,0.0000024904573,0.000013644037,0.000003688289,0.000047701775],"genre_scores_gemma":[0.9992742,0.000020233021,0.00028653018,0.0000016400481,6.6735515e-7,0.000003347032,0.00007978479,0.0000025774918,0.0003310484],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997094,0.000038691822,0.000020154383,0.000075884556,0.00009210473,0.00006366494],"domain_scores_gemma":[0.99962306,0.000044689914,0.00006439584,0.000053271946,0.00012699806,0.00008759353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044719945,0.0006122091,0.0006346125,0.0004157279,0.00050273526,0.00039487853,0.000433054,0.00044832373,0.00045303325],"category_scores_gemma":[0.00061770115,0.00020485799,0.0003689057,0.00031206463,0.00039906148,0.00044265983,0.0006353729,0.00033367012,0.00020682576],"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":[0.0028079927,0.0016558936,0.12396262,0.00021934419,0.00026186352,0.001996088,0.0010730701,0.04835913,0.77004194,0.00009464099,0.00018881424,0.049338706],"study_design_scores_gemma":[0.00013123549,0.024233434,0.62749344,0.0000430501,0.0002912261,0.0009031924,0.0013034436,0.03743507,0.30592784,0.000088117005,0.0020501325,0.000099753044],"about_ca_topic_score_codex":0.0064835134,"about_ca_topic_score_gemma":0.021907868,"teacher_disagreement_score":0.0064835134,"about_ca_system_score_codex":0.0006038999,"about_ca_system_score_gemma":0.0003230913,"threshold_uncertainty_score":0.012891591},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986432,0.00021802969,0.0006533026,0.0000047902595,0.0000033488318,0.000007849716,0.00009561525,0.00001618828,0.00035756335],"genre_scores_gemma":[0.99860626,0.0001847603,0.00069803454,0.0000063920443,0.0000012252797,0.0000065054783,0.00016462142,0.000006153228,0.00032600635],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984324,0.000011695633,0.00001232549,0.000028575476,0.00006989002,0.000034400495],"domain_scores_gemma":[0.99976844,0.00005267494,0.00007512345,0.000015732936,0.000044225806,0.000043865108],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015432731,0.0002805026,0.00021050076,0.00037912477,0.00013448694,0.00035269506,0.0001633047,0.00018500228,0.000871132],"category_scores_gemma":[0.00031444276,0.00015489623,0.00015465701,0.00032224966,0.0003639044,0.00020473693,0.00019852747,0.0002875348,0.00011451984],"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":[0.00012398134,0.000047717313,0.004308344,0.000052622872,0.000009365419,0.00006242271,0.00009359192,0.0027720125,0.98670167,0.000057839083,0.000016023514,0.0057544047],"study_design_scores_gemma":[0.000012803439,0.0005779427,0.044500798,0.00000934932,0.000019473542,0.00011324729,0.00014932129,0.009139927,0.9446308,0.000039379753,0.000784253,0.000022608649],"about_ca_topic_score_codex":0.0018555941,"about_ca_topic_score_gemma":0.0040872195,"teacher_disagreement_score":0.0018555941,"about_ca_system_score_codex":0.00033115264,"about_ca_system_score_gemma":0.0002634128,"threshold_uncertainty_score":0.0036896467},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9537742,0.00011206504,0.028578227,0.00031739514,0.000051720268,0.00005857417,0.00038494117,0.00019191449,0.016530965],"genre_scores_gemma":[0.9918303,0.000044932072,0.005802146,0.000026159429,0.000002861063,0.000047464746,0.00010051747,0.000011091007,0.002134466],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988806,0.000019067877,0.0000060860375,0.000019600084,0.00003309529,0.000034031153],"domain_scores_gemma":[0.99961334,0.0002098948,0.000036451573,0.000027841581,0.00006639328,0.000046091238],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028627543,0.00021671983,0.00033456873,0.00025770205,0.0004654812,0.00052294537,0.00070644094,0.0011141357,0.003123046],"category_scores_gemma":[0.0010777797,0.0001915005,0.00025847545,0.00037729356,0.00075657305,0.00032079732,0.0004939858,0.00040467663,0.0001779924],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000767692,0.00004583539,0.001769752,0.000034033495,0.000008726298,0.00022664786,0.00007730773,0.9888708,0.005038274,0.0017359598,0.0001873151,0.0019284993],"study_design_scores_gemma":[0.00001574399,0.00003925664,0.00058805075,0.0000040929535,0.0000027739986,0.00001553487,0.000043074833,0.99825126,0.00060642016,0.00025024856,0.00017830284,0.0000053327635],"about_ca_topic_score_codex":0.010134687,"about_ca_topic_score_gemma":0.0049111955,"teacher_disagreement_score":0.010134687,"about_ca_system_score_codex":0.0005069647,"about_ca_system_score_gemma":0.0007089759,"threshold_uncertainty_score":0.020151436},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95969963,0.00009260788,0.034667738,0.00009523708,0.00001985944,0.000040330953,0.0002519089,0.00024808152,0.0048844833],"genre_scores_gemma":[0.99495244,0.00005376012,0.0042802976,0.0000057535194,0.0000012428222,0.000018637244,0.000047262954,0.000010148115,0.00063061155],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990034,0.0000149801535,0.0000079689,0.000013617361,0.000037821275,0.000025269575],"domain_scores_gemma":[0.9997669,0.000096616866,0.000044577406,0.000029908539,0.00003600667,0.000026032563],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001466764,0.0003455456,0.00043658278,0.00045704553,0.0005091007,0.0007957686,0.000841616,0.00086739974,0.0011458456],"category_scores_gemma":[0.000556438,0.00031301696,0.0004269846,0.00045865442,0.0009787406,0.0002473345,0.00042586165,0.00039333967,0.00016973364],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050240076,0.000032119966,0.0016334258,0.00003180676,0.000010221571,0.00010417881,0.0000996915,0.9830445,0.011957575,0.0010128643,0.00005456323,0.001968785],"study_design_scores_gemma":[0.000010609179,0.00003034994,0.0009500743,0.0000045185907,0.000005761623,0.00002127762,0.00003155681,0.9958352,0.0027545136,0.0001698369,0.00017722382,0.000009062456],"about_ca_topic_score_codex":0.020522047,"about_ca_topic_score_gemma":0.012441858,"teacher_disagreement_score":0.020522047,"about_ca_system_score_codex":0.00094973005,"about_ca_system_score_gemma":0.00074399274,"threshold_uncertainty_score":0.04080522},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99809533,0.000025309138,0.0010110653,0.0000074731524,0.000003075836,0.000017938431,0.0001781348,0.000034875982,0.0006268551],"genre_scores_gemma":[0.9982686,0.000041313928,0.0010962476,0.000004722896,0.000005730034,0.000018520606,0.00018114425,0.0000032775754,0.00038039617],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997483,0.00002300765,0.000010414822,0.00006431956,0.00011838034,0.000035627098],"domain_scores_gemma":[0.99943584,0.00013717664,0.00009664025,0.000039137078,0.00023561076,0.000055549997],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030522872,0.0003080269,0.00028087376,0.0010390492,0.00045356253,0.0002373441,0.0004701465,0.0004118214,0.0007121246],"category_scores_gemma":[0.0005423623,0.00012691929,0.00014366848,0.000642196,0.0003419557,0.00044115537,0.00030120878,0.00052390876,0.00021871827],"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":[0.0014576489,0.0010003285,0.30743378,0.0002391464,0.000050890434,0.0011687159,0.002241027,0.006349816,0.59114116,0.0003178672,0.000760171,0.08783947],"study_design_scores_gemma":[0.000047992417,0.0025985474,0.87674314,0.000031795615,0.000056492772,0.0005706956,0.0009226397,0.014577927,0.10264087,0.00015209313,0.0016198013,0.00003808323],"about_ca_topic_score_codex":0.0031095212,"about_ca_topic_score_gemma":0.0048687914,"teacher_disagreement_score":0.0031095212,"about_ca_system_score_codex":0.00025072834,"about_ca_system_score_gemma":0.00019622604,"threshold_uncertainty_score":0.0061828494},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9927375,0.000015491141,0.0056777736,0.000007829227,0.0000097393295,0.000017078099,0.000059089343,0.00015711557,0.001318429],"genre_scores_gemma":[0.9913386,0.000019316682,0.0066539827,0.000006093051,0.0000014449951,0.0000127230105,0.0001106381,0.000018306779,0.001838852],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998103,0.000026645472,0.000011859883,0.000040811894,0.000075648466,0.000034632016],"domain_scores_gemma":[0.9996855,0.00004298457,0.000054853306,0.00006373189,0.000084397696,0.00006853433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033521873,0.00049660675,0.00032191558,0.000249748,0.00020823204,0.00036727745,0.0005118962,0.00040193598,0.0021564532],"category_scores_gemma":[0.0004799993,0.00021080163,0.0002870976,0.00014634279,0.00022906509,0.00016582519,0.00033154213,0.0001509413,0.00082676916],"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":[0.002526026,0.0007371879,0.039013427,0.00033204159,0.00007166986,0.0013656616,0.00037356402,0.17676494,0.68717575,0.00064561784,0.001251169,0.08974297],"study_design_scores_gemma":[0.00022649439,0.008408874,0.13410069,0.00007801026,0.00015124647,0.000610264,0.0007244152,0.32943213,0.52076733,0.00012651175,0.005222967,0.00015108673],"about_ca_topic_score_codex":0.0019999908,"about_ca_topic_score_gemma":0.0037589888,"teacher_disagreement_score":0.0021564532,"about_ca_system_score_codex":0.00022783902,"about_ca_system_score_gemma":0.0003659122,"threshold_uncertainty_score":0.0072140694},"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":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08633983,0.0024977725,0.84628004,0.0012269348,0.00042174637,0.00014642793,0.00028836488,0.00020358937,0.06259535],"genre_scores_gemma":[0.8110192,0.0035059054,0.10376206,0.0004335261,0.00041640984,0.00037442637,0.0002207193,0.00018776955,0.08008006],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997472,0.000048460606,0.000016161632,0.00004388719,0.00009924883,0.00004493313],"domain_scores_gemma":[0.99975187,0.0001029669,0.000022042559,0.000012749483,0.00009020934,0.000020125832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003974752,0.00056128955,0.0006276153,0.00091489736,0.00044953887,0.0006700829,0.00092408713,0.0014296317,0.0038076579],"category_scores_gemma":[0.0017059409,0.00028850738,0.0005048614,0.00066698226,0.0008613721,0.0009064846,0.0010586159,0.000909179,0.0006249969],"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":[0.000074974196,0.00005849073,0.0015144317,0.00050937716,0.00004887517,0.0013463971,0.000625252,0.42520466,0.017480453,0.48135018,0.0072230827,0.064563826],"study_design_scores_gemma":[0.00002143947,0.000024559336,0.0005559151,0.000039109036,0.000009851434,0.00016892227,0.00017425502,0.95690554,0.0022223808,0.03233866,0.0075105755,0.000028855955],"about_ca_topic_score_codex":0.0071298694,"about_ca_topic_score_gemma":0.005635906,"teacher_disagreement_score":0.0071298694,"about_ca_system_score_codex":0.0005540744,"about_ca_system_score_gemma":0.0012280295,"threshold_uncertainty_score":0.014176726},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9387651,0.0011166639,0.052485567,0.00027269573,0.00009620092,0.000062378036,0.00095523894,0.0009128168,0.0053332713],"genre_scores_gemma":[0.9872351,0.0003383891,0.00849025,0.00004102527,0.0000059251893,0.000039751754,0.00064194395,0.00012042919,0.0030872312],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992859,0.0001342843,0.000030510399,0.00021384862,0.00023611047,0.00009946212],"domain_scores_gemma":[0.9962819,0.0024592604,0.00026795044,0.00024896322,0.0006447086,0.000097314536],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018704286,0.0011766141,0.00051740266,0.00067008316,0.00034876415,0.001279809,0.00057916966,0.0010953309,0.003734396],"category_scores_gemma":[0.0041154036,0.00061114045,0.0009759254,0.0003326699,0.0005840793,0.00091200956,0.00044040993,0.00096861104,0.0010108419],"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":[0.0010225048,0.00016224915,0.029373812,0.00030595704,0.00009595395,0.00014892625,0.00015703891,0.87128115,0.060610488,0.0007009511,0.0008257745,0.03531515],"study_design_scores_gemma":[0.000019333462,0.00036283152,0.018053537,0.000039912476,0.00004226047,0.000032262666,0.000101297104,0.9330406,0.046225462,0.00037221273,0.0016550514,0.000055183],"about_ca_topic_score_codex":0.027310194,"about_ca_topic_score_gemma":0.026668055,"teacher_disagreement_score":0.027310194,"about_ca_system_score_codex":0.0011176601,"about_ca_system_score_gemma":0.0009706139,"threshold_uncertainty_score":0.054302454},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976174,0.000037608323,0.0020778202,0.0000044762446,0.0000010977076,0.000004181728,0.000026654308,0.000016373298,0.00021426685],"genre_scores_gemma":[0.9994116,0.000019745712,0.00045749996,8.321306e-7,3.8031973e-7,0.0000027572717,0.0000175063,0.0000018222021,0.00008790343],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997563,0.000031524793,0.0000147391465,0.000039263105,0.00009134311,0.00006681638],"domain_scores_gemma":[0.99899465,0.0003161567,0.00028356758,0.00009106606,0.00023183321,0.00008268128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050441356,0.0003117866,0.0003448966,0.0012255867,0.0003139952,0.00043786212,0.0004004276,0.00038978737,0.00069907197],"category_scores_gemma":[0.0011643615,0.00020030451,0.00019074859,0.00040828943,0.00082312216,0.00066652603,0.0005927249,0.00019761396,0.00018219385],"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":[0.0005850459,0.00011167127,0.07481418,0.00031848508,0.00004588893,0.00095120986,0.00058156194,0.11742327,0.7551635,0.0011785831,0.00011994046,0.048706714],"study_design_scores_gemma":[0.00002804272,0.0012818347,0.22180188,0.00006677683,0.00007000348,0.0008809672,0.0017064385,0.19934095,0.572351,0.0010995688,0.0012683169,0.000104345076],"about_ca_topic_score_codex":0.0012442257,"about_ca_topic_score_gemma":0.0027527607,"teacher_disagreement_score":0.0012442257,"about_ca_system_score_codex":0.00031043377,"about_ca_system_score_gemma":0.00026021918,"threshold_uncertainty_score":0.0026676655},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99729854,0.00009393622,0.00092125573,0.000020144722,0.000005276734,0.000016441001,0.00017886485,0.000045533536,0.001420167],"genre_scores_gemma":[0.99872005,0.000056482375,0.0008110333,0.0000035486219,0.0000015817157,0.000010612592,0.000072181385,0.0000044342846,0.00032014248],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977356,0.000019738665,0.000020311627,0.00004185883,0.00008530955,0.000059252518],"domain_scores_gemma":[0.99916553,0.00033425918,0.00012521494,0.00014242587,0.00013915019,0.00009343759],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039569626,0.00043399728,0.0006176629,0.00075420586,0.00043034105,0.0004266184,0.00070677226,0.001084587,0.0022766935],"category_scores_gemma":[0.0010169297,0.00022949139,0.00036467105,0.0007634811,0.0007446631,0.00039431147,0.0004674724,0.00052522053,0.00019736089],"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":[0.00080965785,0.0013357112,0.020465774,0.00041347105,0.000051535902,0.0010457855,0.0005491064,0.57223123,0.38915315,0.0010329528,0.00039158436,0.012520064],"study_design_scores_gemma":[0.00014132586,0.0015516925,0.024282973,0.00004266697,0.000055313554,0.00019864256,0.00037831563,0.86708975,0.10500306,0.00032202003,0.0008688374,0.000065389344],"about_ca_topic_score_codex":0.0053827423,"about_ca_topic_score_gemma":0.0040641096,"teacher_disagreement_score":0.0053827423,"about_ca_system_score_codex":0.000445378,"about_ca_system_score_gemma":0.00032310642,"threshold_uncertainty_score":0.010702848},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993242,0.000026987576,0.0005291139,0.0000026251405,0.0000032869634,0.000018201767,0.000027816148,0.0000052355585,0.00006252774],"genre_scores_gemma":[0.9968593,0.00008145202,0.0021375732,0.000013080511,0.0000051504553,0.000027091974,0.000109380235,0.0000070841656,0.0007599484],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996518,0.000044375007,0.000030080893,0.000109716144,0.00010638973,0.00005765045],"domain_scores_gemma":[0.99887687,0.00036615002,0.00017516142,0.00014514178,0.00027121254,0.00016535845],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045320063,0.0007358536,0.00037645517,0.0003435449,0.0004495549,0.0002467506,0.00050887995,0.0004751078,0.001333751],"category_scores_gemma":[0.0009958133,0.0002881572,0.0002708283,0.00020728259,0.0004673343,0.000402818,0.0003667044,0.00051501626,0.00021090718],"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":[0.0006456779,0.00051976717,0.007119605,0.00010311234,0.000015797868,0.00015519526,0.00027509505,0.0005921329,0.9865509,0.000025601616,0.000033061893,0.0039640516],"study_design_scores_gemma":[0.00008306817,0.030433072,0.1239223,0.000033136082,0.000065936685,0.00040008625,0.0011264043,0.0043558097,0.8382659,0.00009202764,0.0011693265,0.000052979794],"about_ca_topic_score_codex":0.0014110296,"about_ca_topic_score_gemma":0.0033482,"teacher_disagreement_score":0.0014110296,"about_ca_system_score_codex":0.00022843697,"about_ca_system_score_gemma":0.00022458997,"threshold_uncertainty_score":0.004461825},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99907243,0.0000394803,0.00038008468,0.0000057459033,0.0000033698884,0.0000038689864,0.00006901896,0.000019832773,0.00040613665],"genre_scores_gemma":[0.9989385,0.000030398187,0.0003102564,0.000003931123,0.0000013225039,0.000003612934,0.00006981845,0.000007028834,0.00063507527],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985313,0.000015390846,0.00000795403,0.000018578028,0.000060695696,0.000044195483],"domain_scores_gemma":[0.99955267,0.000097120836,0.00009922942,0.000044154356,0.0001350631,0.00007176199],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019448574,0.0003408299,0.0001317041,0.00030557578,0.00023709664,0.00013738713,0.00020638763,0.00023273163,0.0016122597],"category_scores_gemma":[0.0004136549,0.00011665541,0.00016511582,0.00015309703,0.0003710075,0.00019389637,0.00025608088,0.00021216433,0.00028866204],"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":[0.00039652595,0.000052291656,0.0034757862,0.000058377573,0.000008582548,0.0001184696,0.00012371609,0.0030230267,0.98486775,0.00003211632,0.00005955072,0.007783934],"study_design_scores_gemma":[0.0000065470203,0.0019518281,0.051320266,0.0000099651315,0.00001611405,0.00013831607,0.00019196252,0.006227982,0.93945616,0.000027333104,0.00063480693,0.000018791752],"about_ca_topic_score_codex":0.0011736674,"about_ca_topic_score_gemma":0.0028491102,"teacher_disagreement_score":0.0016122597,"about_ca_system_score_codex":0.00014306574,"about_ca_system_score_gemma":0.00014615215,"threshold_uncertainty_score":0.005393505},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48329937,0.000971056,0.49882326,0.0001247012,0.000034164645,0.0000808895,0.0005995462,0.00047982266,0.015587229],"genre_scores_gemma":[0.9811352,0.00039203503,0.013963277,0.000013852136,0.000005845913,0.00003613396,0.00020071006,0.000031632648,0.004221258],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988556,0.000015342574,0.000007195502,0.00003027831,0.000046725963,0.000014927083],"domain_scores_gemma":[0.9998393,0.000057130703,0.000040798022,0.000018404759,0.000035027166,0.00000936946],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015391466,0.0005773704,0.0002890724,0.00047726958,0.00014475164,0.0005300546,0.0007385992,0.0006714922,0.00095323694],"category_scores_gemma":[0.00043838914,0.00026943136,0.00052274397,0.0003429423,0.00026320445,0.0004344669,0.00030208245,0.00023211802,0.00034429558],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003874353,0.000027456144,0.0022682145,0.000071623195,0.000012947713,0.00016915248,0.000083791994,0.92746115,0.056210145,0.0021033227,0.00010800648,0.011445376],"study_design_scores_gemma":[0.0000021791886,0.000013655202,0.00067004963,0.000003650279,0.000003142257,0.000031999403,0.000009975964,0.9949367,0.0036560486,0.00030768669,0.00036014064,0.0000048150378],"about_ca_topic_score_codex":0.0051590065,"about_ca_topic_score_gemma":0.004004416,"teacher_disagreement_score":0.0051590065,"about_ca_system_score_codex":0.0003533131,"about_ca_system_score_gemma":0.00035011518,"threshold_uncertainty_score":0.010257959},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936162,0.000029653444,0.0057329056,0.000008050397,0.0000027902893,0.0000038642474,0.000013457214,0.000032735465,0.00056028884],"genre_scores_gemma":[0.99955314,0.000010374785,0.00030492447,9.402736e-7,8.413821e-7,0.0000011724279,0.000005754268,0.0000014401868,0.000121426],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997718,0.00002825873,0.000011223621,0.000036865156,0.00010149754,0.000050422146],"domain_scores_gemma":[0.99972326,0.0001003922,0.000066392095,0.000026639063,0.00005132572,0.000031905474],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014543065,0.00022628717,0.00029923808,0.0003871704,0.00033409634,0.00044959137,0.00036011118,0.00026812626,0.0011417771],"category_scores_gemma":[0.00073001796,0.00011155157,0.000120209595,0.00019578947,0.0006677525,0.00061707624,0.00068324833,0.000182756,0.00016128324],"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":[0.0021195856,0.00021803433,0.063477,0.00026112693,0.00007546859,0.00310286,0.0013156666,0.11963264,0.6671002,0.0035390886,0.0003196747,0.13883871],"study_design_scores_gemma":[0.00014629948,0.003636669,0.28499287,0.000049524155,0.0001316615,0.0017157679,0.0030916932,0.40789405,0.29163238,0.0032388568,0.0033713586,0.00009875992],"about_ca_topic_score_codex":0.0010707516,"about_ca_topic_score_gemma":0.00089195545,"teacher_disagreement_score":0.0011417771,"about_ca_system_score_codex":0.00019849266,"about_ca_system_score_gemma":0.00015710064,"threshold_uncertainty_score":0.0038196445},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1099017,0.0017505853,0.7684248,0.0018171725,0.00035369315,0.00020332051,0.000547562,0.0003044281,0.116696656],"genre_scores_gemma":[0.82991177,0.0029559343,0.08704816,0.0006041056,0.00029645968,0.00051428535,0.00032748847,0.0002171114,0.07812465],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998198,0.00003329817,0.000008249086,0.00003127877,0.00007452617,0.00003293435],"domain_scores_gemma":[0.9997923,0.00006520604,0.00002126304,0.000012184189,0.00009157125,0.000017579281],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003510142,0.00072833046,0.0006639839,0.0010721837,0.0008244272,0.0011691621,0.0010620711,0.0025122615,0.005309296],"category_scores_gemma":[0.0012713779,0.00043695836,0.0007838793,0.0006838715,0.0012368802,0.0011341284,0.0010107831,0.00076892576,0.00092128525],"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":[0.000015997446,0.00003348219,0.00034898226,0.00016601723,0.000009222393,0.00041648836,0.00017762452,0.8861181,0.003765924,0.0989167,0.0018520993,0.008179378],"study_design_scores_gemma":[0.000010704583,0.000013536674,0.00017266865,0.000029229092,0.000005107428,0.000064490676,0.00007797354,0.9841021,0.00036053002,0.013212931,0.0019387525,0.000011951405],"about_ca_topic_score_codex":0.008137692,"about_ca_topic_score_gemma":0.0063109696,"teacher_disagreement_score":0.008137692,"about_ca_system_score_codex":0.0008835028,"about_ca_system_score_gemma":0.0014680205,"threshold_uncertainty_score":0.01776135},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99895644,0.000026249969,0.00053786574,0.000005200724,0.0000015522594,0.000007832523,0.000042358577,0.000014275114,0.0004082294],"genre_scores_gemma":[0.9990729,0.000028469116,0.00037921156,0.0000034825332,0.0000014549388,0.000006289254,0.000058649617,0.0000023155549,0.00044721668],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988353,0.000019920803,0.000004049678,0.000015969337,0.00004573466,0.000030717336],"domain_scores_gemma":[0.99951744,0.00012555181,0.00008808259,0.000043737484,0.00016009237,0.00006505732],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000223089,0.00023408627,0.00012932094,0.0004476889,0.00023110067,0.00011375158,0.00018601725,0.00021361018,0.00092455646],"category_scores_gemma":[0.0003393644,0.00010744297,0.0001243753,0.00019594036,0.0002903485,0.00019757742,0.00016835054,0.00021182233,0.00015599337],"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":[0.0006174167,0.00015723216,0.008444319,0.00009993293,0.000008708374,0.00021588992,0.00016888411,0.0042870073,0.9746731,0.00007704454,0.000111244706,0.0111391],"study_design_scores_gemma":[0.000029751754,0.010036226,0.094639055,0.00002418893,0.000022804112,0.00034494066,0.0005790665,0.016834266,0.8760188,0.00007611824,0.0013601468,0.000034633184],"about_ca_topic_score_codex":0.0007643943,"about_ca_topic_score_gemma":0.0012420133,"teacher_disagreement_score":0.00092455646,"about_ca_system_score_codex":0.00014926799,"about_ca_system_score_gemma":0.00011975173,"threshold_uncertainty_score":0.0030929446},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99879634,0.000005643723,0.00071655575,0.000006360118,0.0000014250567,0.000035048004,0.00016760091,0.000023596906,0.00024736195],"genre_scores_gemma":[0.99741745,0.00001936693,0.0014363425,0.000012538418,0.0000017902952,0.000049256745,0.00030173702,0.000005820744,0.00075563247],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997719,0.000024222456,0.00001650167,0.000054297478,0.000080855956,0.000052283547],"domain_scores_gemma":[0.99952006,0.00008960561,0.00006630457,0.00004883434,0.00017265494,0.000102613],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036379552,0.0005099081,0.00029886488,0.00041315873,0.00058811164,0.00017763738,0.0005228461,0.00041245215,0.0018142409],"category_scores_gemma":[0.00045189503,0.00022701523,0.0002406103,0.0002898603,0.00034325925,0.00023388548,0.00027276535,0.00028158724,0.00029432395],"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":[0.0007610644,0.00094332785,0.035006892,0.00006652416,0.000022494993,0.0003426747,0.00041090464,0.003721033,0.9476657,0.00004950752,0.00030915093,0.010700771],"study_design_scores_gemma":[0.0001843863,0.016405122,0.4763207,0.00002502826,0.00006353536,0.00045926907,0.0011579851,0.015321919,0.48806146,0.000092634014,0.001847717,0.000060174607],"about_ca_topic_score_codex":0.0085504,"about_ca_topic_score_gemma":0.024850613,"teacher_disagreement_score":0.0085504,"about_ca_system_score_codex":0.00038358112,"about_ca_system_score_gemma":0.00036146617,"threshold_uncertainty_score":0.017001271},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996425,0.000045067034,0.00016811509,0.0000030767987,0.0000011491435,0.0000023481819,0.000012690907,0.000005569174,0.00011948348],"genre_scores_gemma":[0.9997055,0.00003009961,0.00014111717,0.0000027815604,5.0430197e-7,0.0000014959727,0.000013981209,0.000001968881,0.00010263351],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997824,0.000033569915,0.000014535227,0.000025524867,0.0000865208,0.000057431607],"domain_scores_gemma":[0.99951386,0.00017149595,0.00010143266,0.00004718636,0.00008045684,0.0000856114],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002951808,0.00033229907,0.00036918256,0.00051454816,0.0002060139,0.0004303507,0.00023988051,0.0002473892,0.001035654],"category_scores_gemma":[0.0007960253,0.00020692359,0.00017978562,0.00028022728,0.00054969947,0.0002479193,0.0003621439,0.00022553673,0.00015007176],"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":[0.00082622404,0.00012899235,0.025965959,0.00013369074,0.000046117275,0.0006243778,0.00026938412,0.019298185,0.9411031,0.00012122344,0.000063865096,0.011418927],"study_design_scores_gemma":[0.00004777709,0.0020909982,0.19624281,0.000028677068,0.000075922675,0.00037894005,0.0010608175,0.035907265,0.7632022,0.00011275974,0.00080676,0.000045109384],"about_ca_topic_score_codex":0.0017794484,"about_ca_topic_score_gemma":0.004764206,"teacher_disagreement_score":0.0017794484,"about_ca_system_score_codex":0.0002035104,"about_ca_system_score_gemma":0.00016839211,"threshold_uncertainty_score":0.0035381317},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20462778,0.0010180657,0.77197105,0.00007350212,0.0000938622,0.00015818891,0.00021901594,0.0007009971,0.02113747],"genre_scores_gemma":[0.9131763,0.0009505283,0.08155056,0.000015163649,0.000016596488,0.00008549812,0.0001289022,0.00016514302,0.003911387],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994343,0.00005250299,0.000024233728,0.00005396584,0.00039232388,0.00004273937],"domain_scores_gemma":[0.9989845,0.00048965204,0.00012609319,0.00007879768,0.00028859987,0.000032381646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038466853,0.00056283677,0.00038564592,0.00061692484,0.00021047007,0.0006485157,0.0006110013,0.00029790675,0.0019307679],"category_scores_gemma":[0.0023003698,0.0002440943,0.0002684959,0.00065089314,0.00033317076,0.0007499887,0.0003315159,0.0004697662,0.0004262562],"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":[0.00017584697,0.00015488235,0.008447994,0.001030925,0.00005511672,0.0009863647,0.00062725256,0.3664685,0.24239804,0.054407153,0.0029374594,0.32231054],"study_design_scores_gemma":[0.000020893076,0.00011240532,0.00724662,0.00009791609,0.000042721902,0.0010062979,0.00012711332,0.7883177,0.18392307,0.005555334,0.013479336,0.00007063401],"about_ca_topic_score_codex":0.00070003537,"about_ca_topic_score_gemma":0.00055617973,"teacher_disagreement_score":0.0019307679,"about_ca_system_score_codex":0.0001997417,"about_ca_system_score_gemma":0.0005620991,"threshold_uncertainty_score":0.0064590573},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994785,0.000061893705,0.00036416136,0.0000025842467,7.9443527e-7,0.0000033213475,0.000026027685,0.000005907958,0.000056685978],"genre_scores_gemma":[0.99906045,0.000060989783,0.0006232038,0.0000025376567,5.1180956e-7,0.0000033692759,0.00004457799,0.000003678365,0.00020069713],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999143,0.000008472634,0.0000074458717,0.000021641947,0.0000312953,0.00001684922],"domain_scores_gemma":[0.9997198,0.00005224354,0.000083607396,0.000023120976,0.000080446334,0.000040673225],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018844979,0.0002431255,0.00015710604,0.0003196677,0.000109536464,0.00010812594,0.00011462702,0.00018487127,0.0004202452],"category_scores_gemma":[0.00028877077,0.00013785744,0.00013503732,0.00013518831,0.00019167479,0.00019945242,0.00010934727,0.0001974343,0.00006027472],"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":[0.000046684978,0.0000058999667,0.0014122914,0.000020147649,0.0000037908442,0.000042248303,0.00004000584,0.00019717704,0.99716574,0.0000054644306,0.00000348487,0.001056989],"study_design_scores_gemma":[0.0000044324693,0.00037438463,0.052712016,0.000005783709,0.000017037066,0.00012605231,0.00007627034,0.0028032241,0.94355905,0.000012026199,0.0003010297,0.00000876942],"about_ca_topic_score_codex":0.0026657928,"about_ca_topic_score_gemma":0.0057170615,"teacher_disagreement_score":0.0026657928,"about_ca_system_score_codex":0.00017556168,"about_ca_system_score_gemma":0.00010423033,"threshold_uncertainty_score":0.0053005815},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95419306,0.0002640396,0.04208136,0.000044473567,0.0000144444575,0.000016642061,0.00002887009,0.00025093427,0.0031061575],"genre_scores_gemma":[0.99500555,0.00008772504,0.004367194,0.0000036590081,0.000001511408,0.0000025689253,0.000009425602,0.0000037645157,0.0005186221],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998671,0.000043911376,0.0000068268114,0.000014839261,0.000041476993,0.0000258508],"domain_scores_gemma":[0.9998191,0.000057785666,0.000035995712,0.00002726378,0.000037650436,0.00002226863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021151658,0.0002309903,0.00015570507,0.00029283436,0.00020568063,0.00040344385,0.00022320579,0.00029817328,0.0012431762],"category_scores_gemma":[0.00053495844,0.00010830477,0.00007458204,0.00032517905,0.00031295398,0.00043966476,0.00037023425,0.00012576708,0.00032968377],"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":[0.0005801512,0.00016915597,0.009984753,0.00020178317,0.000034472538,0.0011863199,0.00026479163,0.25009358,0.5872456,0.008440724,0.00039069523,0.14140806],"study_design_scores_gemma":[0.00012597445,0.0039841053,0.020078504,0.0001168828,0.00009009712,0.0012855661,0.00050309015,0.37702015,0.57969284,0.0045359046,0.012482367,0.00008452919],"about_ca_topic_score_codex":0.0009186464,"about_ca_topic_score_gemma":0.0022021155,"teacher_disagreement_score":0.0012431762,"about_ca_system_score_codex":0.00020249306,"about_ca_system_score_gemma":0.00018854687,"threshold_uncertainty_score":0.0041588545},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986903,0.000006515321,0.00089128735,0.00000328449,0.0000046392424,0.000033862067,0.00003105184,0.000016545004,0.00032252347],"genre_scores_gemma":[0.9974356,0.000016218772,0.0014524957,0.0000057028396,0.0000036880078,0.000030728665,0.00007477795,0.000008818179,0.00097195775],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992895,0.0000986384,0.00003839769,0.000102384074,0.00026350777,0.0002075722],"domain_scores_gemma":[0.99896276,0.00043331215,0.00011994755,0.00016329909,0.00012951772,0.00019111727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034029258,0.000806741,0.00045807005,0.00043688834,0.00065174885,0.00033359,0.00059243914,0.0005244576,0.0038034986],"category_scores_gemma":[0.0010156323,0.00037821563,0.0004060858,0.00031239266,0.0007181047,0.0004086334,0.0008587234,0.00039982074,0.0003945634],"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":[0.0027699496,0.001968477,0.0042125415,0.00013767231,0.000029887009,0.00048383925,0.00044901477,0.00375028,0.98037064,0.0001859531,0.00007956351,0.0055621755],"study_design_scores_gemma":[0.00019614918,0.036790833,0.028762616,0.000014962477,0.00007347994,0.0004280208,0.0008918185,0.018534504,0.9130629,0.00021082966,0.000972596,0.000061326966],"about_ca_topic_score_codex":0.0015876709,"about_ca_topic_score_gemma":0.0025083297,"teacher_disagreement_score":0.0038034986,"about_ca_system_score_codex":0.00028555686,"about_ca_system_score_gemma":0.0003438331,"threshold_uncertainty_score":0.012723923},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6690743,0.0020906655,0.31796652,0.0002873214,0.000057606776,0.00025400336,0.0000605025,0.00030757193,0.009901563],"genre_scores_gemma":[0.9702027,0.00033182616,0.027775597,0.000020839714,0.000012209466,0.000081816666,0.000019542535,0.000021611342,0.0015338754],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995408,0.00013367081,0.000027012045,0.000057235564,0.0001880141,0.00005326492],"domain_scores_gemma":[0.9990491,0.00041830714,0.00026257074,0.000055460016,0.00017844078,0.000036070385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008456498,0.00045925032,0.00021345177,0.00045508335,0.0003886792,0.00071898324,0.0003868092,0.0006693801,0.0015159993],"category_scores_gemma":[0.0021016842,0.0003070365,0.0001571498,0.0002687192,0.0004894452,0.00074127875,0.00026372942,0.00024290955,0.0003901032],"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":[0.00041667713,0.00012650595,0.002689204,0.0005167764,0.000016254666,0.00030428809,0.0002639086,0.059721082,0.86677796,0.0076964777,0.00026768874,0.061203115],"study_design_scores_gemma":[0.00017489813,0.0037484937,0.024402106,0.00014995097,0.0001237495,0.0010579844,0.00045699932,0.0963746,0.8429525,0.0067346785,0.023721019,0.000103107464],"about_ca_topic_score_codex":0.000337284,"about_ca_topic_score_gemma":0.0012506429,"teacher_disagreement_score":0.0015159993,"about_ca_system_score_codex":0.00036524702,"about_ca_system_score_gemma":0.00023161706,"threshold_uncertainty_score":0.005071461},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992943,0.00011744853,0.00040893292,0.000005991786,0.0000024470512,0.000006350019,0.00001731205,0.0000068192967,0.00014030312],"genre_scores_gemma":[0.99854845,0.000101266094,0.00095068157,0.000013095605,0.0000021891003,0.000008365574,0.00007202803,0.0000052286614,0.00029868344],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999312,0.000007775148,0.0000035221979,0.000012729437,0.000023896668,0.00002083883],"domain_scores_gemma":[0.9998282,0.000029815252,0.000052315423,0.000012672654,0.000027877699,0.000049048725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011668133,0.00029575234,0.00014651928,0.00014009807,0.00010636678,0.00015705632,0.00018837849,0.00016499872,0.0007882362],"category_scores_gemma":[0.00020533164,0.00010587043,0.00014187164,0.00006841309,0.0002207987,0.00017614318,0.00020956015,0.00022745677,0.00007532438],"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":[0.00010966406,0.000034135664,0.0007521724,0.000039819108,0.000006215245,0.000028074091,0.000024636312,0.00024024484,0.9967428,0.000039478273,0.000019479727,0.0019633523],"study_design_scores_gemma":[0.00003175732,0.0026772164,0.03187272,0.000013090778,0.00002346574,0.00012918374,0.00011036338,0.0013520211,0.96256447,0.00006573984,0.0011501916,0.000009643242],"about_ca_topic_score_codex":0.0008738289,"about_ca_topic_score_gemma":0.0024660819,"teacher_disagreement_score":0.0008738289,"about_ca_system_score_codex":0.000116445575,"about_ca_system_score_gemma":0.00013017959,"threshold_uncertainty_score":0.0026369095},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99720395,0.00028725833,0.00025775027,0.0000099528215,0.00000118227,0.0000044345006,0.00010423512,0.000005872663,0.0021253615],"genre_scores_gemma":[0.99933463,0.00012324395,0.00012625435,0.0000033914416,0.000001072254,0.0000022366394,0.0001008064,0.0000012243553,0.0003070977],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986446,0.000019385396,0.0000135049395,0.000021849783,0.00006554969,0.000015210389],"domain_scores_gemma":[0.99970216,0.00004926901,0.00008369264,0.000012031316,0.00012898717,0.000023929617],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016107345,0.00015944829,0.00012908723,0.0015625852,0.0002756639,0.0004350519,0.000107979,0.00012491787,0.00058085436],"category_scores_gemma":[0.0005821985,0.00009007307,0.000062356754,0.001053791,0.00022573552,0.00034209184,0.00030266133,0.0000882945,0.00009908279],"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":[0.0003985048,0.00011696438,0.64420336,0.00091942685,0.0001363634,0.0024346977,0.0028122577,0.006320952,0.20415296,0.0025092778,0.00095179793,0.13504355],"study_design_scores_gemma":[0.0000052195746,0.00038060374,0.9427921,0.000040051884,0.00008138613,0.0023754546,0.0020688162,0.0051785335,0.03781183,0.0004884975,0.00874384,0.00003363533],"about_ca_topic_score_codex":0.0026458206,"about_ca_topic_score_gemma":0.0064293267,"teacher_disagreement_score":0.0026458206,"about_ca_system_score_codex":0.00021223514,"about_ca_system_score_gemma":0.00020425415,"threshold_uncertainty_score":0.0052608848},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99588984,0.0003384706,0.0026076266,0.000011873895,0.000009874682,0.000027888613,0.00015660432,0.00007757202,0.0008803623],"genre_scores_gemma":[0.995513,0.0001800694,0.0033424164,0.000013940486,0.0000031155662,0.00002635724,0.00021174244,0.000020280444,0.00068902725],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995946,0.000043230524,0.000051873707,0.00011350549,0.00013188043,0.00006492858],"domain_scores_gemma":[0.999548,0.00013119275,0.00013522024,0.00005363241,0.000057315072,0.00007455233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028311546,0.0005408672,0.00031192868,0.00079755834,0.00020101012,0.0002970899,0.0002377665,0.00025098043,0.002120299],"category_scores_gemma":[0.00039619126,0.00026736374,0.00030957285,0.00054375984,0.00032356541,0.0002392859,0.00046577037,0.0002916655,0.00037344784],"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":[0.00054505776,0.000047450103,0.0010445452,0.0000683891,0.000024642508,0.00007689376,0.000030783434,0.0009161943,0.99435943,0.00006897887,0.000024346218,0.002793313],"study_design_scores_gemma":[0.000014319225,0.0005573469,0.005832343,0.000007352946,0.000042181935,0.00008875154,0.000039643422,0.0018128803,0.99073374,0.000030197632,0.0008297296,0.000011493844],"about_ca_topic_score_codex":0.0011209832,"about_ca_topic_score_gemma":0.0017667271,"teacher_disagreement_score":0.002120299,"about_ca_system_score_codex":0.00017027344,"about_ca_system_score_gemma":0.00019489229,"threshold_uncertainty_score":0.007093072},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98904306,0.00010396323,0.005439407,0.0001389922,0.000011440859,0.00003546257,0.00025148658,0.00015196457,0.0048242323],"genre_scores_gemma":[0.996071,0.000079473386,0.0028594516,0.000013787769,0.0000023074879,0.000023410075,0.000089449655,0.000012629004,0.00084850757],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982905,0.000043425425,0.00001578207,0.000025690417,0.000047824768,0.00003828299],"domain_scores_gemma":[0.9992269,0.00041294436,0.00011106665,0.00008311386,0.0001003819,0.000065603796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037372077,0.0004423298,0.0004809975,0.0006417603,0.00063799944,0.0008681365,0.0008344611,0.0015994224,0.0023589164],"category_scores_gemma":[0.0014216806,0.00032301742,0.00040720688,0.00088166416,0.0010706057,0.0005864744,0.000898601,0.00062117464,0.0002733602],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013699518,0.00016999677,0.009055779,0.00011709474,0.000027038588,0.0004282923,0.0001882608,0.9789038,0.005788537,0.0012706787,0.00027572786,0.0036377688],"study_design_scores_gemma":[0.000018284047,0.000082288214,0.0022439428,0.000012536206,0.000009285489,0.000053169868,0.00013029644,0.9959698,0.0011477432,0.000121314544,0.000198631,0.000012719263],"about_ca_topic_score_codex":0.018657759,"about_ca_topic_score_gemma":0.012624051,"teacher_disagreement_score":0.018657759,"about_ca_system_score_codex":0.0005560051,"about_ca_system_score_gemma":0.0006083495,"threshold_uncertainty_score":0.03709829},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9903048,0.0007166843,0.0011006307,0.0017264517,0.000029078163,0.000060226303,0.000049444046,0.000027118072,0.0059855157],"genre_scores_gemma":[0.99768937,0.0004982237,0.0003419672,0.00029306771,0.000047839756,0.000018561475,0.000029317323,0.00000541612,0.0010761954],"study_design_codex":"case_report","study_design_gemma":"case_report","domain_scores_codex":[0.99972683,0.000054038446,0.00001666896,0.00003677196,0.000042039894,0.00012357143],"domain_scores_gemma":[0.9996259,0.000097812284,0.00010335293,0.000025011625,0.000028275983,0.00011968803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001766321,0.0007054422,0.0002757869,0.00096172316,0.0025002002,0.0005213485,0.00059173995,0.0030109617,0.0020991885],"category_scores_gemma":[0.001938195,0.0004128617,0.000317765,0.0007192341,0.0010663591,0.00053330534,0.0014506915,0.0012629993,0.0002007831],"study_design_candidate":"case_report","study_design_consensus":"case_report","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034780205,0.000076181124,0.038187906,0.00007259243,0.000012354201,0.95236325,0.002626932,0.00019665918,0.00084313966,0.0004625171,0.0005224751,0.004601168],"study_design_scores_gemma":[0.00001621962,0.00023075615,0.022136668,0.000037258495,0.000017681985,0.96965796,0.0034545574,0.0004739661,0.0007529776,0.0005623657,0.0026383381,0.00002136083],"about_ca_topic_score_codex":0.005022012,"about_ca_topic_score_gemma":0.012985528,"teacher_disagreement_score":0.005022012,"about_ca_system_score_codex":0.00092358224,"about_ca_system_score_gemma":0.0005950987,"threshold_uncertainty_score":0.009985566},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99703574,0.00017593143,0.0014228252,0.000007076931,0.000004790903,0.000035950146,0.00010318201,0.000032399766,0.0011820995],"genre_scores_gemma":[0.99852294,0.000134634,0.00067893456,0.000006859353,7.5677326e-7,0.00000968451,0.00009915452,0.0000053667945,0.0005417018],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998215,0.000019860387,0.00001193531,0.000026180407,0.00007943185,0.000041228945],"domain_scores_gemma":[0.9998354,0.000022476013,0.000032593343,0.00001662292,0.000054417254,0.00003846383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029451877,0.0002826462,0.00019620397,0.00050763634,0.00020237126,0.00035406384,0.00032421137,0.00017685119,0.0011835085],"category_scores_gemma":[0.000305344,0.00010901098,0.0001760636,0.00025915625,0.0002275097,0.00030514286,0.0002512469,0.00023123181,0.00020978966],"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":[0.00028384067,0.00013240414,0.0027905146,0.00010445292,0.000018051021,0.00008144171,0.000061519,0.006724204,0.98003346,0.00027974945,0.00007374146,0.009416569],"study_design_scores_gemma":[0.000034878954,0.0022218018,0.02552723,0.000016798203,0.000064861524,0.00009425396,0.00022358337,0.017205684,0.95239323,0.00013990115,0.0020593477,0.000018527839],"about_ca_topic_score_codex":0.005316395,"about_ca_topic_score_gemma":0.017812647,"teacher_disagreement_score":0.005316395,"about_ca_system_score_codex":0.0005615205,"about_ca_system_score_gemma":0.0003400808,"threshold_uncertainty_score":0.010570943},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9779539,0.000137907,0.0016770544,0.000070486,0.00002297122,0.00025099993,0.0021638023,0.00018514741,0.017537635],"genre_scores_gemma":[0.96183443,0.00022089941,0.003967493,0.00009260479,0.000003454873,0.0000935612,0.0022016268,0.000047188412,0.0315387],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99952304,0.000010244487,0.000011821902,0.000046126297,0.00032981407,0.00007900898],"domain_scores_gemma":[0.99939394,0.000020195423,0.000018631174,0.000016699078,0.00047884238,0.0000717034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021084485,0.00040857305,0.0002414553,0.0008320244,0.001603602,0.000499307,0.0006060907,0.00038206822,0.005905221],"category_scores_gemma":[0.00035702987,0.0002811406,0.000193596,0.00084441144,0.00038848823,0.00021324957,0.00039018685,0.00026326644,0.0013039539],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010494821,0.0005511433,0.06844421,0.00020034838,0.000037768878,0.002484462,0.001352471,0.0038540368,0.85511506,0.00032074348,0.010493982,0.056096256],"study_design_scores_gemma":[0.00006787345,0.0015111647,0.8013443,0.00006102156,0.000047053272,0.0004787589,0.0040239277,0.0062722894,0.1642351,0.00006452246,0.021778613,0.00011548603],"about_ca_topic_score_codex":0.7591822,"about_ca_topic_score_gemma":0.95511544,"teacher_disagreement_score":0.24081779,"about_ca_system_score_codex":0.0030105151,"about_ca_system_score_gemma":0.004618834,"threshold_uncertainty_score":0.48447198},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99514765,0.000028538872,0.0036215405,0.00001924556,0.0000027116826,0.000019157644,0.00005914531,0.000047651214,0.0010543587],"genre_scores_gemma":[0.99490887,0.000024262526,0.004721696,0.0000019472714,0.0000013207614,0.0000041554667,0.000048612987,0.000003880068,0.0002852706],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9996557,0.00004149335,0.000017531296,0.00006474414,0.00017506862,0.00004540802],"domain_scores_gemma":[0.9996043,0.00015204903,0.00007513282,0.00007792456,0.000049023663,0.000041550094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022995398,0.00026505208,0.00024716146,0.00093616237,0.00055622513,0.00034368757,0.0008049012,0.0007143333,0.0010532517],"category_scores_gemma":[0.0007457781,0.00023837233,0.00021884384,0.0007458349,0.0008513794,0.00030835954,0.00050060137,0.00028680812,0.00012942802],"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":[0.0005017801,0.0010259486,0.16071118,0.0005811421,0.000102660866,0.039239075,0.004195493,0.43758512,0.2687444,0.0032603052,0.0006983375,0.08335453],"study_design_scores_gemma":[0.000026560618,0.00082865823,0.1594779,0.000036516776,0.000071421135,0.010478828,0.0026344787,0.7477503,0.07353654,0.0009279368,0.004137534,0.0000933283],"about_ca_topic_score_codex":0.0039005228,"about_ca_topic_score_gemma":0.008536372,"teacher_disagreement_score":0.0039005228,"about_ca_system_score_codex":0.00036453846,"about_ca_system_score_gemma":0.0004065041,"threshold_uncertainty_score":0.007755637},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8435745,0.00045656328,0.15379676,0.000045266588,0.000052209958,0.00012606964,0.000116632946,0.00050848286,0.001323514],"genre_scores_gemma":[0.9664284,0.00016956119,0.032768752,0.000022974657,0.000014783642,0.000044655255,0.000091155554,0.000083777246,0.00037598942],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99656194,0.0011913368,0.000208052,0.00033315204,0.0016053565,0.00010023884],"domain_scores_gemma":[0.98330516,0.009606317,0.00332386,0.0015427622,0.0020241933,0.00019771117],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0030068422,0.00072910165,0.00038212174,0.0011580985,0.00027882814,0.00064612634,0.0006939701,0.0005325401,0.0008267018],"category_scores_gemma":[0.0125342095,0.00048459746,0.00032192477,0.0007704976,0.00060943654,0.00076397706,0.0006314908,0.00045592285,0.00019311298],"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":[0.0014484375,0.00041731508,0.03820137,0.00039768108,0.000070076465,0.0003848274,0.0006093057,0.018831484,0.852383,0.0005903372,0.00017647639,0.08648957],"study_design_scores_gemma":[0.00004078464,0.002750575,0.05284312,0.00003007781,0.00006361482,0.0010356143,0.00010428974,0.06652846,0.8756588,0.0002839486,0.00056488346,0.000095883806],"about_ca_topic_score_codex":0.0004593963,"about_ca_topic_score_gemma":0.00082299433,"teacher_disagreement_score":0.0030068422,"about_ca_system_score_codex":0.00035800753,"about_ca_system_score_gemma":0.00022220248,"threshold_uncertainty_score":0.015901923},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45183802,0.0009917439,0.53959435,0.00031196026,0.00012836898,0.00015718004,0.00023571745,0.0012317341,0.0055109235],"genre_scores_gemma":[0.9320305,0.0002547892,0.066056676,0.000039826096,0.00003143109,0.0000644918,0.00017083288,0.000025421044,0.0013260643],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988036,0.0004698656,0.00008586418,0.00019640138,0.00034797494,0.00009621718],"domain_scores_gemma":[0.99631315,0.0026603334,0.00018196374,0.0000963224,0.00067781133,0.00007038621],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025563342,0.00090342225,0.0008674213,0.0016080514,0.00032967184,0.0008742107,0.00057540444,0.0007087759,0.0014028443],"category_scores_gemma":[0.0070991335,0.00025822225,0.00087446684,0.00079337525,0.00016707489,0.0007756345,0.0002729162,0.00062437565,0.00036971687],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013132225,0.00057195296,0.034118496,0.00029965147,0.0004054926,0.00022426253,0.00022059501,0.585957,0.00645047,0.0019931446,0.0014941809,0.3669515],"study_design_scores_gemma":[0.000010632381,0.00008941771,0.0014792662,0.0000072460434,0.000026118578,0.000013387985,0.00001908494,0.9969952,0.0010049031,0.00022280586,0.00012374597,0.000008088889],"about_ca_topic_score_codex":0.013445329,"about_ca_topic_score_gemma":0.0063383086,"teacher_disagreement_score":0.013445329,"about_ca_system_score_codex":0.00076839066,"about_ca_system_score_gemma":0.0007637216,"threshold_uncertainty_score":0.026734114},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99963915,0.00000833997,0.00022438851,0.0000019585254,0.0000010765672,0.000004294605,0.000020244657,0.000008555035,0.00009201512],"genre_scores_gemma":[0.99934775,0.000013923364,0.00023267012,0.000004044587,6.080948e-7,0.0000051220413,0.000070328904,0.0000026202874,0.0003229997],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99976224,0.000026573343,0.000011038252,0.000035727524,0.00009370333,0.0000707455],"domain_scores_gemma":[0.9996891,0.000054830172,0.00006738023,0.000044112276,0.000067400535,0.00007725056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018482175,0.00044585444,0.00027562078,0.00043216857,0.00020339362,0.00021893776,0.00027389658,0.0003385746,0.0014915464],"category_scores_gemma":[0.0005648526,0.00022629279,0.0002855917,0.00023136302,0.00030688432,0.0001999389,0.00048126673,0.00026275037,0.00026400742],"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":[0.00084835815,0.00009876332,0.0095341,0.000045719833,0.000023381244,0.00036186085,0.0002731732,0.0038940676,0.97975975,0.00003404759,0.000045538116,0.00508114],"study_design_scores_gemma":[0.00003695341,0.0073029664,0.21781228,0.000015260954,0.00006199518,0.00042597804,0.00086978485,0.02501518,0.7474911,0.000061760205,0.00084568525,0.000060899845],"about_ca_topic_score_codex":0.0017945332,"about_ca_topic_score_gemma":0.0041974955,"teacher_disagreement_score":0.0017945332,"about_ca_system_score_codex":0.00021872995,"about_ca_system_score_gemma":0.00015594845,"threshold_uncertainty_score":0.004989743},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99870014,0.0000067726805,0.0008500364,0.000003402093,0.0000019963095,0.0000019700963,0.000014454586,0.000023317432,0.00039790242],"genre_scores_gemma":[0.9994572,0.000010801735,0.00029040387,0.0000017901845,4.9664095e-7,0.0000015682646,0.000026035545,0.000003862232,0.0002078963],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998684,0.000019613253,0.0000067755936,0.000019806464,0.000050019324,0.00003527175],"domain_scores_gemma":[0.99977607,0.00005367433,0.000050684197,0.000037290763,0.00004092567,0.000041460327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000115277915,0.00044250733,0.0002616539,0.00019197071,0.0001403627,0.00034813117,0.00025977992,0.00033399474,0.001308918],"category_scores_gemma":[0.00066108385,0.00031212653,0.00020772658,0.00010297164,0.0003173614,0.00020708743,0.0004066448,0.00020459233,0.0002820526],"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":[0.00044793423,0.00007814603,0.012169272,0.00005783626,0.000019200234,0.00069881143,0.00016089686,0.16122697,0.81745607,0.0002109593,0.00007826268,0.007395706],"study_design_scores_gemma":[0.00007260063,0.0022278926,0.07276153,0.000027531218,0.00007223798,0.00063819997,0.0006349741,0.46651122,0.4557412,0.0003868013,0.00085686037,0.0000689608],"about_ca_topic_score_codex":0.00063310884,"about_ca_topic_score_gemma":0.0010684849,"teacher_disagreement_score":0.001308918,"about_ca_system_score_codex":0.00013758942,"about_ca_system_score_gemma":0.00014436817,"threshold_uncertainty_score":0.0043787956},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994752,0.00003306648,0.00030390066,0.000001794283,0.0000035722153,0.0000018038669,0.0000102817085,0.0000040908103,0.0001663535],"genre_scores_gemma":[0.9996599,0.000016603355,0.00018368714,0.0000019838883,9.0786756e-7,8.417906e-7,0.00002079917,0.0000031338147,0.00011208413],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9996189,0.000083400446,0.000034403638,0.00008135776,0.00010854504,0.00007329034],"domain_scores_gemma":[0.99868363,0.00055386435,0.00017355071,0.000066139,0.00040591473,0.00011682564],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006701742,0.0002680989,0.0002740622,0.0005027801,0.00026785693,0.00038567276,0.00022521161,0.00019865282,0.0005008297],"category_scores_gemma":[0.0015938265,0.00013004398,0.00023540095,0.00038359847,0.00025039294,0.0003460995,0.00018022534,0.00018133681,0.00010487548],"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":[0.0040268055,0.0007681636,0.57988936,0.00021375711,0.00017694623,0.0007771659,0.00072954595,0.041283157,0.30618155,0.0002874376,0.0004955193,0.06517057],"study_design_scores_gemma":[0.000033607084,0.0015462046,0.866038,0.000016725497,0.00033237145,0.00022160017,0.0011667041,0.053727604,0.07612928,0.00014406507,0.0005987275,0.00004505801],"about_ca_topic_score_codex":0.004659197,"about_ca_topic_score_gemma":0.009770142,"teacher_disagreement_score":0.004659197,"about_ca_system_score_codex":0.00026629298,"about_ca_system_score_gemma":0.00025909452,"threshold_uncertainty_score":0.009264171},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99397236,0.000057137837,0.0022728308,0.000052748703,0.000014260897,0.000007752738,0.00006430027,0.00004546706,0.0035131008],"genre_scores_gemma":[0.99889696,0.000024169543,0.00048822124,0.000004800945,0.0000022858019,0.0000027556366,0.000024412107,0.0000039620436,0.0005524208],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990034,0.000016029862,0.00000685487,0.000019122816,0.000024654422,0.000032866843],"domain_scores_gemma":[0.99933076,0.0002931515,0.00012975709,0.00004796908,0.00009132565,0.00010710337],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021694352,0.00040501874,0.0005095002,0.00069037336,0.00053473085,0.0007420764,0.00056941,0.001333932,0.0021230308],"category_scores_gemma":[0.0014828404,0.00032605228,0.00034565516,0.0006066242,0.00089965214,0.0005108979,0.0006108013,0.00048673816,0.0001589304],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025821303,0.00021691479,0.01183293,0.00007201821,0.0000452249,0.00069889,0.0001492239,0.96545804,0.014986511,0.0016794767,0.00028706275,0.0043155514],"study_design_scores_gemma":[0.000021215916,0.00009653609,0.0030921497,0.0000067357873,0.000012457417,0.000034101096,0.00012393882,0.9953982,0.00093981304,0.00015762054,0.000107078304,0.000010140547],"about_ca_topic_score_codex":0.010262687,"about_ca_topic_score_gemma":0.006408173,"teacher_disagreement_score":0.010262687,"about_ca_system_score_codex":0.00046606796,"about_ca_system_score_gemma":0.00049580954,"threshold_uncertainty_score":0.020405948},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91799057,0.00012479193,0.07458817,0.00008366501,0.000020097837,0.000032307606,0.00025275126,0.00018439603,0.0067232074],"genre_scores_gemma":[0.9922489,0.00014875444,0.0059041404,0.00000805138,0.000003277334,0.000023471612,0.00009895818,0.000023734521,0.0015406512],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991286,0.000020145339,0.0000069513217,0.000016913787,0.0000191164,0.000024062803],"domain_scores_gemma":[0.9997969,0.00007290238,0.00006256407,0.000020481099,0.000027972244,0.000019120947],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015747349,0.00038624342,0.0002678388,0.0004010268,0.0003063768,0.00075282605,0.0006189596,0.00072615495,0.0012488985],"category_scores_gemma":[0.00066175644,0.00036299977,0.00025523434,0.00049043883,0.0005337028,0.00063837954,0.00043151592,0.00044984109,0.00026321775],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017361413,0.000017577158,0.0014718698,0.00001307582,0.0000071292966,0.00006548118,0.00003252587,0.99377996,0.0026757922,0.00067565875,0.000038364993,0.0012052882],"study_design_scores_gemma":[0.000007339584,0.000022861874,0.0011862215,0.0000043851996,0.0000053498757,0.000021996599,0.000027201551,0.99776435,0.00057162624,0.00021454605,0.0001663477,0.000007771858],"about_ca_topic_score_codex":0.022596251,"about_ca_topic_score_gemma":0.02394831,"teacher_disagreement_score":0.022596251,"about_ca_system_score_codex":0.00045101345,"about_ca_system_score_gemma":0.0007852381,"threshold_uncertainty_score":0.044929445},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.967666,0.006634086,0.020558052,0.00027732988,0.00007399721,0.000074622396,0.00015243626,0.00020873453,0.00435488],"genre_scores_gemma":[0.98209506,0.0021994924,0.013094192,0.0000625879,0.000019494582,0.000018214012,0.00009153991,0.00002190865,0.0023974904],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999244,0.000018737772,0.0000048953643,0.000017395409,0.000018944225,0.000015594424],"domain_scores_gemma":[0.9998603,0.000037022637,0.000043897933,0.000014111176,0.000019903326,0.000024777391],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018973296,0.00034870583,0.00015684306,0.00026893988,0.000107767104,0.00038199808,0.0002227712,0.00035538033,0.0008429684],"category_scores_gemma":[0.00017009933,0.00013039936,0.00032919442,0.0001335529,0.00021348333,0.0003063964,0.00019805896,0.0002901224,0.00039401313],"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":[0.00007340884,0.000037070255,0.00013700823,0.00008697834,0.000006377149,0.000056909535,0.000011197456,0.00028914033,0.9935533,0.00018115107,0.00003383881,0.0055336487],"study_design_scores_gemma":[0.000007672849,0.00064366567,0.0005393908,0.0000056413655,0.00002093798,0.00010285945,0.0000091130205,0.00094221224,0.9954537,0.00003803097,0.0022291106,0.000007580869],"about_ca_topic_score_codex":0.0003019716,"about_ca_topic_score_gemma":0.00065504893,"teacher_disagreement_score":0.0008429684,"about_ca_system_score_codex":0.00010315071,"about_ca_system_score_gemma":0.00017557808,"threshold_uncertainty_score":0.0028199553},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85136783,0.0002404545,0.14393608,0.000058189602,0.000023734994,0.000023982802,0.000045567645,0.000100007666,0.004204207],"genre_scores_gemma":[0.9948665,0.00012419047,0.0042348844,0.0000044322137,0.0000068463496,0.000007637247,0.000022853768,0.000009008303,0.0007235994],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990785,0.000017224693,0.000004191137,0.000011870817,0.000047795842,0.000011023793],"domain_scores_gemma":[0.9998677,0.00005969081,0.000024815648,0.000011652831,0.00002730755,0.000008886202],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000096391974,0.00046725853,0.0002908078,0.0003783492,0.00017796899,0.0004975952,0.00043102482,0.00037102643,0.0008011574],"category_scores_gemma":[0.0003427911,0.00019618301,0.00030889534,0.00024425422,0.00041006418,0.00051450863,0.0004458272,0.00024836336,0.0001309711],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024536555,0.00008940359,0.00658183,0.00023134658,0.000053938784,0.0014948571,0.00022948385,0.5806308,0.3535601,0.01157339,0.0002234786,0.04508596],"study_design_scores_gemma":[0.000006212691,0.0000663115,0.0025197433,0.000003860304,0.000006061885,0.00010141456,0.00003467253,0.988509,0.008206856,0.0003697871,0.00016592309,0.000010194415],"about_ca_topic_score_codex":0.0010271823,"about_ca_topic_score_gemma":0.00082287943,"teacher_disagreement_score":0.0010271823,"about_ca_system_score_codex":0.00014645279,"about_ca_system_score_gemma":0.00023550693,"threshold_uncertainty_score":0.0026801229},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3476701,0.0010226818,0.5173966,0.0038494042,0.00014582659,0.001525238,0.00054049294,0.0009877413,0.12686187],"genre_scores_gemma":[0.7074701,0.0011690685,0.2399755,0.00015118608,0.00003086778,0.0005248486,0.0007041858,0.00022564073,0.049748614],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99785113,0.0003534502,0.000048331163,0.000070324044,0.0015152954,0.00016150893],"domain_scores_gemma":[0.9984189,0.0001001075,0.000078006706,0.00006531238,0.0012134317,0.00012425592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003069122,0.0006138892,0.00025428462,0.0006959325,0.0010033351,0.0018528883,0.0010353383,0.00080081506,0.0018628095],"category_scores_gemma":[0.0021543365,0.0003843767,0.0001946453,0.0004707618,0.0006771616,0.00040186604,0.0006857896,0.00089629134,0.00068457087],"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":[0.00024215496,0.00044031974,0.0055711577,0.00048025942,0.000023358934,0.00072344043,0.0016465059,0.416863,0.11072853,0.032922145,0.012204682,0.4181544],"study_design_scores_gemma":[0.00027199424,0.0028043708,0.022580871,0.0004143704,0.000055268407,0.00054250745,0.0035158857,0.5473069,0.104630016,0.011131119,0.30658314,0.00016356698],"about_ca_topic_score_codex":0.08180664,"about_ca_topic_score_gemma":0.19095281,"teacher_disagreement_score":0.91819334,"about_ca_system_score_codex":0.0047853873,"about_ca_system_score_gemma":0.011649036,"threshold_uncertainty_score":0.1626609},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967578,0.0004098067,0.00031984792,0.000006186586,0.000001591405,0.000006679541,0.00039179728,0.000009535735,0.0020968309],"genre_scores_gemma":[0.9993381,0.00018311842,0.00015997984,0.0000028282063,0.0000012962137,0.0000026787775,0.00015334268,0.000002705806,0.00015589614],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976665,0.000019574092,0.000023508208,0.000043003234,0.00009771081,0.000049581977],"domain_scores_gemma":[0.9994814,0.0000932177,0.00019265631,0.000029765994,0.00014208621,0.000060822425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031802108,0.00028093564,0.00020512969,0.0018769546,0.00025813756,0.0004224569,0.00023414788,0.0001509695,0.001380521],"category_scores_gemma":[0.0006431031,0.0001526696,0.00015431717,0.001135011,0.000437334,0.000237832,0.000274848,0.00011904481,0.00026740096],"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":[0.0007151188,0.00006503175,0.39792448,0.00057720963,0.00012779227,0.0009962458,0.0010022408,0.0028541216,0.5508258,0.0007781147,0.0002515581,0.043882288],"study_design_scores_gemma":[0.000009828968,0.00046489548,0.90669566,0.000041220956,0.00006245346,0.0014188698,0.0009938894,0.0012063003,0.08650021,0.0002818005,0.0022944473,0.00003044171],"about_ca_topic_score_codex":0.0063368552,"about_ca_topic_score_gemma":0.008481978,"teacher_disagreement_score":0.0063368552,"about_ca_system_score_codex":0.00031610823,"about_ca_system_score_gemma":0.0003196796,"threshold_uncertainty_score":0.012599945},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99694014,0.000060172013,0.001110897,0.000023867804,0.00001357759,0.000004849515,0.00003597362,0.000050453604,0.0017601728],"genre_scores_gemma":[0.9996978,0.000015303674,0.00005193975,0.0000016326425,0.00000125897,8.3370196e-7,0.000010919711,0.0000049618884,0.00021532743],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975604,0.000047422345,0.000009525441,0.00003980229,0.00003549799,0.000111667054],"domain_scores_gemma":[0.99882275,0.00066457386,0.00012338342,0.00008257455,0.00015664802,0.00015001754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024500128,0.0002816348,0.00046916542,0.00047338253,0.00058486336,0.0008228253,0.00030039917,0.0006399006,0.0031053484],"category_scores_gemma":[0.0023280592,0.00021619747,0.00029633375,0.0002686754,0.00076858694,0.000478143,0.00073324295,0.0003755825,0.0002947879],"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":[0.004486194,0.0004502189,0.027617378,0.00020123307,0.00007896876,0.004634341,0.00053309125,0.50931984,0.42238456,0.0034066746,0.0009756275,0.025911992],"study_design_scores_gemma":[0.00024554762,0.0022990056,0.11685916,0.000076123455,0.00022687958,0.0010632187,0.0020902115,0.6816308,0.19135152,0.0024604623,0.0015911548,0.000105913874],"about_ca_topic_score_codex":0.0027465117,"about_ca_topic_score_gemma":0.0016273638,"teacher_disagreement_score":0.0031053484,"about_ca_system_score_codex":0.0003900831,"about_ca_system_score_gemma":0.00039577717,"threshold_uncertainty_score":0.010388434},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9748557,0.000088327484,0.012840218,0.000110955916,0.000023463565,0.000079327176,0.00046081975,0.00007951638,0.011461579],"genre_scores_gemma":[0.9949418,0.00008018181,0.0015446306,0.000010619756,0.0000024513856,0.00004949865,0.000115603834,0.000008624575,0.0032464531],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998753,0.000019030536,0.0000050387443,0.000030040826,0.000030930853,0.000039722323],"domain_scores_gemma":[0.9996966,0.00010594716,0.000052589294,0.00002907435,0.000063779524,0.00005209536],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001526712,0.00048189124,0.00056183717,0.00041675285,0.00060250115,0.0009187383,0.0015025982,0.0019554158,0.0043352526],"category_scores_gemma":[0.000537174,0.00031932656,0.000491515,0.00040981098,0.00090084266,0.0005276629,0.00043146737,0.0003875846,0.00043667373],"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":[0.00013324217,0.0000954734,0.0013460467,0.000054516786,0.000013474125,0.00033402652,0.00007972188,0.9885924,0.0063624238,0.0015173375,0.0001740977,0.001297172],"study_design_scores_gemma":[0.000052192965,0.00023119319,0.0012475376,0.000010520273,0.000019481855,0.000052183907,0.00010855583,0.9958625,0.0016024155,0.00036554429,0.00043452097,0.000013365125],"about_ca_topic_score_codex":0.040430866,"about_ca_topic_score_gemma":0.02896856,"teacher_disagreement_score":0.040430866,"about_ca_system_score_codex":0.0009954575,"about_ca_system_score_gemma":0.001234789,"threshold_uncertainty_score":0.08039111},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99494416,0.000020716596,0.0044459193,0.0000026909588,5.429697e-7,0.000004599753,0.000015349498,0.000026664642,0.00053931726],"genre_scores_gemma":[0.9987903,0.000013879456,0.00074992963,0.0000012148766,2.8936702e-7,0.000005913763,0.00003991495,0.000006247262,0.00039232205],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998723,0.000017151435,0.000005915361,0.000017896758,0.000055019646,0.00003153438],"domain_scores_gemma":[0.9998388,0.000050985298,0.000023804163,0.000014209048,0.000052271193,0.000019789413],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024483178,0.0002807343,0.00024697866,0.0010527872,0.0002935407,0.00027144485,0.00049697066,0.00024669507,0.0015420788],"category_scores_gemma":[0.0005625549,0.00025445683,0.0002964985,0.00030650393,0.00059503806,0.0004307915,0.00037710494,0.00015525497,0.00019816909],"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":[0.00073949934,0.00035019364,0.07142626,0.00017667313,0.00011714759,0.002266918,0.0007765349,0.4357155,0.45194718,0.0048384946,0.00028744453,0.031358127],"study_design_scores_gemma":[0.000027284636,0.00043158262,0.083871804,0.000011330505,0.000038136404,0.00038718522,0.00052145997,0.7851711,0.12716614,0.0015774355,0.0007576262,0.00003881492],"about_ca_topic_score_codex":0.005058246,"about_ca_topic_score_gemma":0.0061780433,"teacher_disagreement_score":0.005058246,"about_ca_system_score_codex":0.00041507572,"about_ca_system_score_gemma":0.00019624663,"threshold_uncertainty_score":0.010057628},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98208433,0.0011296193,0.01069321,0.00007071002,0.00004292601,0.0000930302,0.0010065617,0.0002581,0.004621513],"genre_scores_gemma":[0.98416394,0.00062112743,0.008448678,0.000040758758,0.000010488199,0.00012246643,0.0006600193,0.000045825254,0.005886754],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9983191,0.00013674673,0.000105876374,0.00059998955,0.0006971227,0.0001410858],"domain_scores_gemma":[0.9956611,0.0016127953,0.00065071904,0.0003567456,0.00161482,0.00010388485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012497832,0.00059189193,0.00072045997,0.0009952214,0.00033554967,0.0009986645,0.0006271181,0.00053111056,0.0035461984],"category_scores_gemma":[0.0019968932,0.0004971867,0.0005922486,0.0013820108,0.00039442425,0.0005797686,0.00043276369,0.0008463293,0.00046593405],"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":[0.0017124607,0.0005897724,0.16518176,0.0010293173,0.00046904848,0.00022859203,0.001055033,0.005042501,0.7513434,0.0005104617,0.0007119368,0.07212576],"study_design_scores_gemma":[0.0000230869,0.003256419,0.5937398,0.00010545814,0.00049962883,0.00020575157,0.0018970402,0.010253542,0.38055116,0.0002964718,0.009074771,0.00009678609],"about_ca_topic_score_codex":0.005863142,"about_ca_topic_score_gemma":0.014588547,"teacher_disagreement_score":0.005863142,"about_ca_system_score_codex":0.0005425724,"about_ca_system_score_gemma":0.00046940992,"threshold_uncertainty_score":0.011863232},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99409497,0.000039982304,0.004020143,0.000025959334,0.0000069853672,0.000007227742,0.0000337314,0.000037120153,0.0017339048],"genre_scores_gemma":[0.99875,0.000024386134,0.0009121775,0.0000029694936,9.4791045e-7,0.0000036077975,0.000013325289,0.0000026540702,0.00029000334],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999218,0.000013803741,0.0000039875445,0.00000813141,0.00002392385,0.000028323491],"domain_scores_gemma":[0.9998172,0.00007327203,0.00004857357,0.000016578228,0.00002563321,0.000018709552],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015231932,0.00034912693,0.0002932568,0.00036588567,0.00023916022,0.00029890818,0.00036178352,0.00050200376,0.0012162084],"category_scores_gemma":[0.000534184,0.00014670353,0.00027084842,0.00026287616,0.00046180742,0.00025423372,0.00029998276,0.0001526223,0.00009232089],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025861277,0.000065457374,0.004576851,0.00007609919,0.00001998177,0.000354758,0.000054300286,0.9451553,0.041185245,0.000835367,0.00014407854,0.0072739366],"study_design_scores_gemma":[0.000020068981,0.00024378918,0.0029986314,0.000008136923,0.000016667198,0.000027617916,0.000069638925,0.9869638,0.009341622,0.00013618384,0.00016430947,0.000009486862],"about_ca_topic_score_codex":0.0040386645,"about_ca_topic_score_gemma":0.0025749786,"teacher_disagreement_score":0.0040386645,"about_ca_system_score_codex":0.00029671993,"about_ca_system_score_gemma":0.00029238185,"threshold_uncertainty_score":0.008030295},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998747,0.000039288087,0.00024376051,0.000003989451,0.000009579107,0.000013182559,0.000057101057,0.000022669392,0.0008634766],"genre_scores_gemma":[0.9958288,0.000039572926,0.00046399853,0.000005155981,0.0000010971636,0.0000070361893,0.00012347514,0.000014797083,0.003515982],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99943596,0.000042823656,0.00004621681,0.00008126827,0.00025599953,0.00013768216],"domain_scores_gemma":[0.9991591,0.00008046588,0.00009650731,0.000057932306,0.00038558923,0.00022046715],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00079457747,0.0004612944,0.0004533659,0.0006459545,0.00072339975,0.00072025193,0.00040405718,0.00029642333,0.00257732],"category_scores_gemma":[0.0014702338,0.0002555007,0.00024042638,0.00038103282,0.0004928436,0.00027976412,0.0007480725,0.00020842174,0.00071979355],"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":[0.0065159877,0.0006468314,0.12295057,0.0005082643,0.00008113072,0.0013711442,0.0025895496,0.024160907,0.73971325,0.0005540288,0.0013347822,0.09957354],"study_design_scores_gemma":[0.0001758118,0.023220563,0.4358464,0.00018263097,0.000121492776,0.0006941605,0.0060497886,0.01825021,0.5036623,0.00035978007,0.011315043,0.000121859695],"about_ca_topic_score_codex":0.013114938,"about_ca_topic_score_gemma":0.04779491,"teacher_disagreement_score":0.013114938,"about_ca_system_score_codex":0.0012742766,"about_ca_system_score_gemma":0.0010610997,"threshold_uncertainty_score":0.02607721},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99951124,0.000033702257,0.00029035698,0.000002077032,0.0000016114229,0.0000035037904,0.00003519116,0.000012393214,0.00010981324],"genre_scores_gemma":[0.99928457,0.000028764323,0.00029097297,0.00000439613,0.0000010540684,0.000003144704,0.000073201154,0.000007681763,0.00030630987],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988043,0.000009805412,0.000010700516,0.000023634615,0.000052164552,0.000023196342],"domain_scores_gemma":[0.9996612,0.00006694543,0.0000867854,0.000042387936,0.00007888401,0.00006383167],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020881179,0.00031661888,0.00020482363,0.0002504087,0.00015393873,0.00014200102,0.00019364455,0.0002059428,0.0012948064],"category_scores_gemma":[0.00046165532,0.0001407527,0.00019280976,0.0001554419,0.00022416232,0.00018859972,0.00016170547,0.00019032747,0.00019119526],"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":[0.00015304728,0.000027509692,0.0013905218,0.000027326605,0.0000067608426,0.000089401954,0.00010882307,0.0005182467,0.99599946,0.0000073738042,0.000013789264,0.0016577998],"study_design_scores_gemma":[0.000012513634,0.0005639339,0.034222785,0.0000056426506,0.00001830026,0.00013585786,0.00012682102,0.002770919,0.96185094,0.000011445371,0.0002694078,0.000011424258],"about_ca_topic_score_codex":0.0011728705,"about_ca_topic_score_gemma":0.0022454208,"teacher_disagreement_score":0.0012948064,"about_ca_system_score_codex":0.00012536763,"about_ca_system_score_gemma":0.000084043226,"threshold_uncertainty_score":0.004331529},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986112,0.000047309124,0.000992812,0.0000039178376,0.0000033588121,0.0000034512964,0.000017047487,0.000021819751,0.0002990146],"genre_scores_gemma":[0.99880767,0.000031511285,0.000688936,0.000002228701,7.4852176e-7,0.0000027253545,0.000043642656,0.00000699968,0.0004155051],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997538,0.000027846318,0.000017103162,0.000028972601,0.0001170086,0.000055243498],"domain_scores_gemma":[0.99967265,0.00007207213,0.000084555155,0.00003465837,0.00008291252,0.00005312026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003173475,0.0004750288,0.00029225505,0.00037136173,0.00024699725,0.00043778762,0.00042229384,0.0004379713,0.00095495954],"category_scores_gemma":[0.00070602633,0.00019833675,0.00023579564,0.00016432579,0.00036201326,0.0002879084,0.00030950172,0.00017690632,0.00031670943],"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":[0.00038888192,0.00007813491,0.00433956,0.00006991921,0.000023800525,0.00023078283,0.00008354783,0.024540912,0.9619361,0.0002802934,0.0000552807,0.007972718],"study_design_scores_gemma":[0.000030625935,0.002242377,0.013552869,0.000015936585,0.000046250614,0.00016852234,0.00013679631,0.03305594,0.9497047,0.00007720645,0.0009405654,0.000028013197],"about_ca_topic_score_codex":0.0008126066,"about_ca_topic_score_gemma":0.0017465325,"teacher_disagreement_score":0.00095495954,"about_ca_system_score_codex":0.00021099912,"about_ca_system_score_gemma":0.00030874106,"threshold_uncertainty_score":0.0031946301},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97019416,0.00025547342,0.016141811,0.000029385224,0.000030534506,0.00006838886,0.00014313438,0.0001499269,0.012987095],"genre_scores_gemma":[0.99642664,0.00006525744,0.001433781,0.000005182579,0.0000050767435,0.000009991817,0.000056738507,0.000008301824,0.0019890394],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992699,0.000040887713,0.000022304377,0.00007572174,0.00042540528,0.00016586552],"domain_scores_gemma":[0.9989256,0.00020545073,0.00020737712,0.0002370375,0.00020477784,0.00021968155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024360837,0.00035715973,0.00030753718,0.00058225676,0.00046012955,0.0006274772,0.0008839584,0.00051851966,0.008027182],"category_scores_gemma":[0.001135258,0.00018624122,0.00030078922,0.00046765892,0.0005574918,0.000793737,0.0014956468,0.00024612114,0.0015090305],"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":[0.0048400518,0.0010760871,0.0778387,0.0016277394,0.00023690912,0.010253989,0.0015080497,0.094998166,0.50456077,0.011592048,0.0027590937,0.28870836],"study_design_scores_gemma":[0.00043164275,0.010949901,0.41766834,0.00020229166,0.00031037966,0.012327817,0.00603095,0.15190259,0.3630754,0.005956991,0.030885335,0.00025836003],"about_ca_topic_score_codex":0.0011913968,"about_ca_topic_score_gemma":0.004173882,"teacher_disagreement_score":0.008027182,"about_ca_system_score_codex":0.00024067776,"about_ca_system_score_gemma":0.00035415465,"threshold_uncertainty_score":0.026853621},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99745387,0.00010173663,0.0015758834,0.000005910616,0.000005247594,0.000004175217,0.00013440163,0.000033126933,0.0006855762],"genre_scores_gemma":[0.9988392,0.00005207024,0.00038843416,0.0000017159623,0.0000017449324,0.000004240552,0.00019627466,0.000010284911,0.00050588325],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997651,0.000027235517,0.000018566423,0.000048288053,0.0001096335,0.000031105956],"domain_scores_gemma":[0.9991714,0.00019116503,0.00021347305,0.00014780009,0.00019735857,0.0000788956],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003821735,0.00032278776,0.00024801836,0.0008141615,0.00032632967,0.00037824665,0.0003396714,0.00033857944,0.0011770384],"category_scores_gemma":[0.001160727,0.0001840134,0.00017873819,0.00054220145,0.00042660988,0.00044060312,0.00030467514,0.0002429406,0.00041124292],"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":[0.000791853,0.00026799043,0.25575334,0.0002053976,0.000064035674,0.0010809066,0.0015586431,0.034120668,0.59720564,0.0006396802,0.0005797687,0.10773203],"study_design_scores_gemma":[0.000008223572,0.0011419838,0.7709778,0.00003740887,0.00003502197,0.0009564791,0.0010274571,0.014929218,0.20799972,0.00039741237,0.0024060803,0.00008327174],"about_ca_topic_score_codex":0.0005118001,"about_ca_topic_score_gemma":0.0013978872,"teacher_disagreement_score":0.0011770384,"about_ca_system_score_codex":0.00019190556,"about_ca_system_score_gemma":0.000093759576,"threshold_uncertainty_score":0.003937602},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.989783,0.00019288108,0.00811274,0.00008221332,0.0000132408595,0.000009441479,0.00019048274,0.000075409946,0.0015405673],"genre_scores_gemma":[0.9989759,0.000048570524,0.0004640348,0.0000046847513,0.0000026492153,0.000008107665,0.00009368591,0.000016693793,0.00038589904],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997782,0.00007536723,0.000015868436,0.00005260462,0.00003133055,0.000046589335],"domain_scores_gemma":[0.9989808,0.000503955,0.000102977596,0.00005689762,0.00029657138,0.00005873309],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007238342,0.0007967588,0.0009776019,0.0007064766,0.00055237307,0.00060779287,0.000872156,0.0007225051,0.0010102647],"category_scores_gemma":[0.0017193288,0.00044926428,0.0010728642,0.0005426968,0.0005183635,0.0005926503,0.00047285084,0.00035742918,0.000100132354],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005191674,0.000020631229,0.005002386,0.000022048502,0.00003439081,0.000066064465,0.000036420643,0.9924435,0.0004938181,0.0005332977,0.00012515759,0.0011703881],"study_design_scores_gemma":[0.0000073986703,0.000026100133,0.0021506466,0.0000023789553,0.00004080511,0.0000075854805,0.000027474587,0.9971808,0.00024016005,0.0002413595,0.000068272384,0.000006994713],"about_ca_topic_score_codex":0.08100411,"about_ca_topic_score_gemma":0.034863915,"teacher_disagreement_score":0.08100411,"about_ca_system_score_codex":0.001184404,"about_ca_system_score_gemma":0.0012422955,"threshold_uncertainty_score":0.16106522},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99944896,0.000010842806,0.00028882548,0.0000012471718,4.883086e-7,0.0000012837813,0.000011393427,0.000006776524,0.00023016705],"genre_scores_gemma":[0.9996711,0.000011706886,0.00016564324,7.215764e-7,1.6424521e-7,6.934324e-7,0.000018198085,0.0000011115088,0.00013068915],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998902,0.000009442635,0.0000048630673,0.000022394635,0.00003404025,0.000038935326],"domain_scores_gemma":[0.999686,0.00009394188,0.000049507482,0.000041898416,0.00006895757,0.000059720045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000108015054,0.00016237184,0.00024095994,0.00027035232,0.0001817521,0.00022609977,0.00018849975,0.00019079169,0.0013310792],"category_scores_gemma":[0.00076129823,0.00009948876,0.000119684824,0.00018041275,0.00035002572,0.00020096469,0.0002649073,0.00009368844,0.00015977764],"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":[0.0008264241,0.00011473855,0.027779788,0.00012575559,0.000037047117,0.0014395288,0.00047216425,0.046265427,0.90312713,0.00036807207,0.0001182485,0.019325633],"study_design_scores_gemma":[0.000044160537,0.0046713157,0.42914104,0.000048702714,0.00010140213,0.0016473929,0.0027023247,0.17787568,0.3814276,0.00033138762,0.0019179985,0.00009102598],"about_ca_topic_score_codex":0.0026337474,"about_ca_topic_score_gemma":0.005323654,"teacher_disagreement_score":0.0026337474,"about_ca_system_score_codex":0.00014189369,"about_ca_system_score_gemma":0.000162864,"threshold_uncertainty_score":0.005236864},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9651815,0.000013417882,0.03391744,0.0000076066385,0.0000034218615,0.00001536784,0.000043929966,0.00011680098,0.000700533],"genre_scores_gemma":[0.99449027,0.000015733105,0.005016554,0.0000012241456,4.4239067e-7,0.000004323944,0.00003119154,0.0000051078114,0.00043508227],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999385,0.0000054133175,0.0000032430305,0.000013897292,0.00002511373,0.000013802404],"domain_scores_gemma":[0.9997882,0.00007950514,0.000038811842,0.000029277024,0.000043170825,0.000021053569],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010175211,0.00036023135,0.00017483917,0.00025758636,0.00021821752,0.0003023314,0.00041182866,0.00034236314,0.0011128337],"category_scores_gemma":[0.000509542,0.00018737477,0.00016004982,0.00014024468,0.0003864097,0.00032627585,0.00021883173,0.00018113015,0.0002203543],"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":[0.00016632499,0.00007183232,0.028590903,0.00008115547,0.000019022855,0.00046069085,0.00019186367,0.74954695,0.17985731,0.00085172814,0.00014918606,0.040013008],"study_design_scores_gemma":[0.000009906093,0.00019485745,0.0125278095,0.000009951818,0.00001266605,0.00008094934,0.00010595903,0.9245801,0.0618732,0.00027102808,0.00031554946,0.000018095137],"about_ca_topic_score_codex":0.008101432,"about_ca_topic_score_gemma":0.015046742,"teacher_disagreement_score":0.008101432,"about_ca_system_score_codex":0.00027127512,"about_ca_system_score_gemma":0.00039827288,"threshold_uncertainty_score":0.016108572},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8952657,0.00018088448,0.09168573,0.00022602304,0.000057703986,0.000031726588,0.00006972036,0.00015043606,0.012332086],"genre_scores_gemma":[0.99525,0.00008170517,0.0011496827,0.000009396448,0.000010150839,0.000008121277,0.00002556659,0.000016809421,0.0034484759],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985194,0.000023133472,0.000005874011,0.000015709405,0.000055464105,0.00004794775],"domain_scores_gemma":[0.99979,0.00010130038,0.000033132335,0.000016963058,0.000028544759,0.000030016185],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024915673,0.00035116597,0.0004131418,0.00055903033,0.00038579118,0.00074929825,0.00038209461,0.0006489411,0.0028910104],"category_scores_gemma":[0.001087434,0.00021421388,0.0003461312,0.00029518892,0.0013667458,0.0008895552,0.0010579333,0.0003868889,0.00025491187],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006237497,0.00008379645,0.00691797,0.00018683603,0.0000436547,0.006065516,0.00060408894,0.8201183,0.07823317,0.035674863,0.0010698729,0.050378162],"study_design_scores_gemma":[0.00009079535,0.00018239126,0.00460836,0.000020056295,0.000016684802,0.00078823767,0.00043089312,0.9612941,0.019579893,0.011560075,0.0014003555,0.00002810344],"about_ca_topic_score_codex":0.0017280804,"about_ca_topic_score_gemma":0.001315054,"teacher_disagreement_score":0.0028910104,"about_ca_system_score_codex":0.00034558747,"about_ca_system_score_gemma":0.0003343659,"threshold_uncertainty_score":0.00967139},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98248863,0.000012472702,0.01542506,0.000013913058,0.000013396426,0.0007453305,0.00027350933,0.00012051736,0.0009072038],"genre_scores_gemma":[0.971203,0.000074614276,0.02470546,0.00002753303,0.000011650816,0.001554278,0.00041190532,0.000041515315,0.0019699933],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99942696,0.000081859325,0.00004480502,0.00011872562,0.00021851149,0.000109167784],"domain_scores_gemma":[0.99939287,0.00013873048,0.000081875274,0.000139521,0.00015485036,0.00009211404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059542834,0.000915917,0.0004587382,0.00026239865,0.00051581755,0.0002448224,0.000686298,0.00066925894,0.0034253679],"category_scores_gemma":[0.0008154053,0.00045814013,0.00030124726,0.00040941482,0.00067569636,0.00023474763,0.00054082647,0.0004934742,0.00056442263],"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":[0.00092742685,0.00056309,0.001434074,0.0000920357,0.000005525903,0.000116210955,0.000121910045,0.005795708,0.9865153,0.00009911264,0.00004636535,0.0042832694],"study_design_scores_gemma":[0.00022165617,0.013497145,0.012614776,0.00001058531,0.00003365294,0.000099811215,0.00017852917,0.0100912005,0.9613787,0.00015959877,0.0016748104,0.000039459144],"about_ca_topic_score_codex":0.0010605206,"about_ca_topic_score_gemma":0.0015748544,"teacher_disagreement_score":0.0034253679,"about_ca_system_score_codex":0.0002920999,"about_ca_system_score_gemma":0.00060291553,"threshold_uncertainty_score":0.011458993},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9903177,0.00010787495,0.008551306,0.000015204285,0.000016468937,0.000012559173,0.00014627767,0.00011610215,0.00071649236],"genre_scores_gemma":[0.99889,0.000016495746,0.0008074666,0.0000021389153,0.0000028072482,0.0000029323269,0.00009328941,0.0000062862446,0.00017865683],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978733,0.0005413364,0.00013379786,0.00036364776,0.00092550827,0.00016237708],"domain_scores_gemma":[0.98524034,0.005826276,0.0010891594,0.0014352491,0.0061034397,0.0003056715],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023654206,0.0005802889,0.0005220832,0.001785117,0.00043099013,0.00065613614,0.00088417914,0.0007558575,0.002001856],"category_scores_gemma":[0.011531693,0.00032406274,0.00046177686,0.00093370525,0.0007130838,0.0007159775,0.0005904208,0.00026148258,0.00064087624],"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":[0.0083237495,0.00028689558,0.56574947,0.00040756105,0.00039844122,0.0005383573,0.0009058449,0.22064573,0.048802074,0.001364412,0.0018716009,0.15070587],"study_design_scores_gemma":[0.00018797517,0.002648455,0.35701007,0.00008013446,0.00035426512,0.0005289031,0.000732672,0.60626704,0.029512394,0.0013528832,0.001219941,0.00010515149],"about_ca_topic_score_codex":0.0046027903,"about_ca_topic_score_gemma":0.008113653,"teacher_disagreement_score":0.0046027903,"about_ca_system_score_codex":0.0007918454,"about_ca_system_score_gemma":0.00054727215,"threshold_uncertainty_score":0.012509704},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97477823,0.000046888665,0.017881613,0.00001964275,0.000029407422,0.00003545274,0.00011171697,0.00038344105,0.0067136837],"genre_scores_gemma":[0.97795653,0.00004145124,0.012423738,0.000008076716,0.0000038727644,0.000021614083,0.00022861146,0.00003719969,0.009278901],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998394,0.000009677931,0.000008125399,0.000027494503,0.00008340866,0.00003189741],"domain_scores_gemma":[0.9998293,0.000011465847,0.000033268523,0.000028818373,0.000047401718,0.00004973673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013150508,0.00031221134,0.00019184334,0.00038497485,0.00024783894,0.0003143897,0.0004527153,0.00032397162,0.0025020859],"category_scores_gemma":[0.00021217769,0.00017057342,0.00019109665,0.00021054813,0.00018541304,0.00025764212,0.00060385035,0.0002218367,0.0011189496],"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":[0.00042048373,0.00022205237,0.01712681,0.0002134117,0.00002524031,0.0020939135,0.00038475153,0.017927216,0.8740344,0.0019836633,0.0020791676,0.08348891],"study_design_scores_gemma":[0.00018836178,0.004645726,0.14332648,0.00012981819,0.00010898062,0.0028566094,0.0012536052,0.08424308,0.7016786,0.0008644648,0.060588807,0.00011547822],"about_ca_topic_score_codex":0.0013587498,"about_ca_topic_score_gemma":0.0046077543,"teacher_disagreement_score":0.0025020859,"about_ca_system_score_codex":0.0001434031,"about_ca_system_score_gemma":0.00038378814,"threshold_uncertainty_score":0.00837028},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989675,0.00003460157,0.0004395146,0.000008206986,0.00000350861,0.000001709924,0.000025905965,0.000010841129,0.0005082805],"genre_scores_gemma":[0.9995944,0.000014262233,0.000052826792,0.0000029121757,8.5249536e-7,9.3910967e-7,0.000023850012,0.0000020900254,0.000307855],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99994636,0.000004353616,0.0000030279905,0.00001033308,0.000018100443,0.000017896547],"domain_scores_gemma":[0.99974054,0.00006168039,0.000047594138,0.000016850696,0.000099327895,0.00003410228],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009105411,0.00015025848,0.00016152886,0.00043096402,0.00019215346,0.00015344998,0.00012480145,0.00018606834,0.0010546804],"category_scores_gemma":[0.00040147986,0.00008689532,0.00013657,0.00023137074,0.00022812834,0.00023231351,0.00013889043,0.00019217766,0.0000870818],"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":[0.0012674986,0.00022909613,0.027368978,0.00012256071,0.000040122108,0.0008514064,0.00031568564,0.05211276,0.8986546,0.001175147,0.0005308681,0.017331155],"study_design_scores_gemma":[0.00004731756,0.0008513198,0.19689517,0.000027982214,0.000048499016,0.00051565893,0.00044340888,0.5028199,0.2963447,0.00082212815,0.0011344563,0.000049468024],"about_ca_topic_score_codex":0.0020776906,"about_ca_topic_score_gemma":0.0018000305,"teacher_disagreement_score":0.0020776906,"about_ca_system_score_codex":0.00015165267,"about_ca_system_score_gemma":0.00015247393,"threshold_uncertainty_score":0.004131198},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.036190342,0.00029223305,0.95699316,0.000045063105,0.00003209526,0.00006444375,0.00006838772,0.00019900245,0.0061152675],"genre_scores_gemma":[0.7967332,0.0012801222,0.1866937,0.000074869626,0.000085459695,0.00043024877,0.00019677289,0.00011413272,0.014391477],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999931,0.000011109324,0.0000032903552,0.000010626654,0.000035960657,0.000007933323],"domain_scores_gemma":[0.9999343,0.00001782066,0.000010236132,0.000006435451,0.000027003976,0.000004165601],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012850876,0.00057024066,0.00031575674,0.00060329726,0.0002523556,0.00033299328,0.00054810767,0.000541631,0.0029679749],"category_scores_gemma":[0.00031579618,0.00016644648,0.0004662975,0.00027876248,0.0002725506,0.0005818634,0.0004839741,0.00038381724,0.0004784628],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008169349,0.00009315295,0.001824349,0.000497298,0.000062658255,0.001024687,0.00039251038,0.6370572,0.18906547,0.06605852,0.001795862,0.10204659],"study_design_scores_gemma":[0.000004829538,0.000046430756,0.00052966835,0.000011191594,0.000007106521,0.0001087026,0.000038963535,0.98886746,0.0027715159,0.0047088275,0.002895266,0.000010084194],"about_ca_topic_score_codex":0.0014613597,"about_ca_topic_score_gemma":0.0013996536,"teacher_disagreement_score":0.0029679749,"about_ca_system_score_codex":0.00020574594,"about_ca_system_score_gemma":0.00029508595,"threshold_uncertainty_score":0.009928882},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93979,0.00017631667,0.048131257,0.000054072374,0.000049323076,0.000038089467,0.00026662304,0.0005245577,0.010969646],"genre_scores_gemma":[0.99682546,0.000024212091,0.0017126809,0.0000020323619,0.000002580791,0.0000037233772,0.000048468188,0.000016918695,0.0013638168],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990594,0.000010994606,0.000004580223,0.000016323324,0.000038674814,0.000023556167],"domain_scores_gemma":[0.9998572,0.000029930587,0.000012192895,0.00001473056,0.000070257745,0.000015825195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001552942,0.00043371934,0.00041050542,0.0005740632,0.00041117612,0.00058645784,0.0006928295,0.0004901336,0.0031153103],"category_scores_gemma":[0.00036478144,0.00018674266,0.00035685342,0.00046187855,0.00020788111,0.0002893848,0.00028608795,0.00019850343,0.0003605605],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006876643,0.00010146947,0.01656555,0.00017585805,0.00005072039,0.00067065755,0.00014868818,0.8955215,0.026918171,0.00284759,0.0014008611,0.0549113],"study_design_scores_gemma":[0.000019515253,0.000069075635,0.008320924,0.0000074935097,0.000026996595,0.000038042046,0.00006689487,0.985925,0.004837724,0.00018779462,0.0004892908,0.000011214492],"about_ca_topic_score_codex":0.02335854,"about_ca_topic_score_gemma":0.023083506,"teacher_disagreement_score":0.02335854,"about_ca_system_score_codex":0.00054410123,"about_ca_system_score_gemma":0.0006276566,"threshold_uncertainty_score":0.04644519},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4404725,0.0002814551,0.55340785,0.00025418086,0.00007042305,0.00013218407,0.000038399292,0.0007319973,0.0046109795],"genre_scores_gemma":[0.93979,0.00008931229,0.05762162,0.000039513518,0.000010313262,0.000041305284,0.000022747641,0.00001996902,0.0023651842],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998814,0.000018978635,0.0000058083065,0.000020332482,0.000054454176,0.000018996709],"domain_scores_gemma":[0.9998548,0.000022237296,0.000048465405,0.000017765999,0.000038402857,0.000018226565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017754475,0.0004441932,0.00019798474,0.0002895943,0.00017355623,0.00014932109,0.00043859062,0.00040122372,0.0015237449],"category_scores_gemma":[0.0004177365,0.000109918794,0.00015843108,0.00009329634,0.00029189693,0.00026111412,0.00039907172,0.0002552234,0.0002150396],"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":[0.00016356916,0.00021884173,0.0017537033,0.00025487243,0.000032049804,0.00039862687,0.00016982811,0.14523686,0.75687706,0.0060808123,0.0010331477,0.087780654],"study_design_scores_gemma":[0.00024586215,0.0032758992,0.0060982266,0.00008611548,0.00009716865,0.0015835142,0.0003775749,0.5349736,0.43168706,0.0039685247,0.017545821,0.000060575017],"about_ca_topic_score_codex":0.0006518591,"about_ca_topic_score_gemma":0.0017445101,"teacher_disagreement_score":0.0015237449,"about_ca_system_score_codex":0.00016216065,"about_ca_system_score_gemma":0.00050625985,"threshold_uncertainty_score":0.005097389},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990181,0.000023240123,0.00076638715,0.0000051939473,0.0000027020133,0.000012433849,0.00003437643,0.000013706797,0.00012391475],"genre_scores_gemma":[0.9985903,0.000040541854,0.0009726733,0.00000656721,0.0000033050994,0.000021124422,0.000061974315,0.0000036187494,0.00029968662],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99964297,0.000054618475,0.000026616177,0.000084810505,0.00011808723,0.000072879],"domain_scores_gemma":[0.99923146,0.00018602128,0.00020308176,0.00010335886,0.00015914066,0.00011694859],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039821383,0.0005370554,0.0004312157,0.0002797633,0.00036247013,0.00031556716,0.0005651278,0.00049228396,0.0007386492],"category_scores_gemma":[0.00066966884,0.00025190582,0.00042296568,0.00018989749,0.0005737782,0.000259093,0.0003757012,0.0003844753,0.00020477052],"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":[0.00044736115,0.0007477389,0.0069401446,0.00005811618,0.000020948019,0.00034790952,0.00026378583,0.0035494317,0.98480785,0.00007486315,0.00006421565,0.0026776218],"study_design_scores_gemma":[0.00010528924,0.021202115,0.03465726,0.000019395422,0.000071622395,0.0005185967,0.0005821191,0.011384856,0.93067235,0.00011763609,0.00061130885,0.000057349625],"about_ca_topic_score_codex":0.0015146306,"about_ca_topic_score_gemma":0.0018105772,"teacher_disagreement_score":0.0015146306,"about_ca_system_score_codex":0.00024084211,"about_ca_system_score_gemma":0.00036307436,"threshold_uncertainty_score":0.0030115843},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928099,0.00001672343,0.006351162,0.000010609165,0.0000011705566,0.000002602716,0.000025566467,0.00004883009,0.0007334209],"genre_scores_gemma":[0.9993932,0.000010656115,0.00045788594,0.0000012239449,6.4114005e-7,0.000002539909,0.000025165778,0.0000065824265,0.00010215953],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984777,0.0000362626,0.0000073763335,0.000023415821,0.00004691678,0.00003821338],"domain_scores_gemma":[0.99959797,0.00024325844,0.00006435885,0.000027378086,0.00004309873,0.000023913048],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023780798,0.0002745049,0.0003239889,0.0006947589,0.0001515704,0.0003848552,0.00026753126,0.00022643911,0.0010817184],"category_scores_gemma":[0.0021545126,0.0001715228,0.0002213976,0.00033393648,0.00033419,0.0004903481,0.00032769423,0.00014710752,0.00021027609],"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":[0.0021479833,0.00022014057,0.05216846,0.00035001538,0.00006817361,0.002022806,0.00049830426,0.34572744,0.5214556,0.0068798885,0.00039080862,0.06807041],"study_design_scores_gemma":[0.000104887404,0.0007950788,0.06759801,0.000026011641,0.00006302936,0.0009500133,0.00041903503,0.74827105,0.17477548,0.0060422495,0.00088730274,0.000067789544],"about_ca_topic_score_codex":0.0005726249,"about_ca_topic_score_gemma":0.00057941786,"teacher_disagreement_score":0.0010817184,"about_ca_system_score_codex":0.00017410453,"about_ca_system_score_gemma":0.00012771314,"threshold_uncertainty_score":0.0036186576},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90002644,0.00012487086,0.09724079,0.000027098891,0.000009562341,0.00003877663,0.0002944834,0.00067608274,0.0015619519],"genre_scores_gemma":[0.9763865,0.00008100257,0.022682033,0.0000056163735,0.0000019005917,0.00003239721,0.000198065,0.000021154818,0.0005914254],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999838,0.000010921054,0.000012466171,0.000037889167,0.00008631463,0.000014335454],"domain_scores_gemma":[0.9997286,0.00009591692,0.000080478574,0.000027603795,0.00005354928,0.000013915554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000214093,0.0004638112,0.00016018876,0.0003657061,0.00011295905,0.0003333617,0.00049620855,0.00040834703,0.0007654425],"category_scores_gemma":[0.0004931925,0.0002326041,0.00019395982,0.00035058646,0.00017521951,0.00032807686,0.00015996867,0.00016445745,0.00023660841],"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":[0.0002572144,0.00012123557,0.022228178,0.00018532023,0.000027301023,0.00031166204,0.0001352362,0.19393198,0.7269708,0.0004565223,0.00023557039,0.055138975],"study_design_scores_gemma":[0.0000037744567,0.00016924825,0.018510334,0.0000055086925,0.000013404269,0.00014280771,0.00004481306,0.7430257,0.237265,0.00010380014,0.0007011155,0.000014472491],"about_ca_topic_score_codex":0.002166126,"about_ca_topic_score_gemma":0.003995383,"teacher_disagreement_score":0.002166126,"about_ca_system_score_codex":0.00028597482,"about_ca_system_score_gemma":0.00018940165,"threshold_uncertainty_score":0.0043070912},"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":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03300196,0.000052511397,0.9656825,0.000016554059,0.0000113440465,0.000030264062,0.00009051429,0.0004283071,0.0006860449],"genre_scores_gemma":[0.60338575,0.0001625606,0.3938475,0.000025757025,0.000021944821,0.00022926487,0.00036598145,0.00013926547,0.0018219304],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99941695,0.00009862134,0.0000369652,0.00012119567,0.000297562,0.000028706007],"domain_scores_gemma":[0.99862707,0.0005729567,0.000274878,0.0001388666,0.00034953532,0.000036793455],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007392453,0.0009284304,0.00053390017,0.0012485404,0.00030152628,0.00056727405,0.0010880486,0.0006070973,0.0012951881],"category_scores_gemma":[0.0025786774,0.0004937643,0.0005392912,0.00071745075,0.00041077964,0.00096101925,0.00049085455,0.0005221161,0.00046176297],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012783542,0.00012615007,0.016931904,0.00015215849,0.000054183354,0.00014013807,0.00021259686,0.6221545,0.04810564,0.0050694933,0.00086644513,0.306059],"study_design_scores_gemma":[0.000006736603,0.000062094274,0.0029427223,0.000013879307,0.000008142449,0.000052534942,0.000023907625,0.9869016,0.007651356,0.0013501568,0.0009585238,0.000028328532],"about_ca_topic_score_codex":0.002077736,"about_ca_topic_score_gemma":0.002514124,"teacher_disagreement_score":0.002077736,"about_ca_system_score_codex":0.00034995616,"about_ca_system_score_gemma":0.00069621875,"threshold_uncertainty_score":0.004332781},"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":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03294862,0.000047679318,0.96481377,0.000022674243,0.00001861209,0.00009603328,0.00010715362,0.0004166419,0.0015288456],"genre_scores_gemma":[0.29267058,0.00012012307,0.7051585,0.00001928864,0.000012571832,0.00020884925,0.00022600427,0.00021710755,0.0013669388],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990256,0.00021240831,0.00007809841,0.00019801974,0.00043901315,0.000046906596],"domain_scores_gemma":[0.9967548,0.001402294,0.00054614624,0.0003052557,0.0009270768,0.000064441054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014238612,0.0008439132,0.00046463578,0.001810174,0.00044126532,0.00070858706,0.0012798035,0.000731692,0.0017741498],"category_scores_gemma":[0.0068166,0.0006010876,0.00059134385,0.0009862521,0.00056738494,0.0011053828,0.0007867099,0.00076484465,0.000890597],"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":[0.00017339551,0.00023047185,0.03365243,0.00063802855,0.00011201888,0.0003716537,0.00073231437,0.36402208,0.06653482,0.013216798,0.0017960434,0.51852],"study_design_scores_gemma":[0.000022000433,0.00009918146,0.011064255,0.000054207863,0.000023752753,0.00025341005,0.00020608971,0.96066934,0.021365674,0.0025162813,0.0036095458,0.000116368974],"about_ca_topic_score_codex":0.0070078294,"about_ca_topic_score_gemma":0.012331482,"teacher_disagreement_score":0.0070078294,"about_ca_system_score_codex":0.0007334761,"about_ca_system_score_gemma":0.0014110807,"threshold_uncertainty_score":0.013934076},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.55072016,0.022484329,0.40453783,0.000864875,0.00047565313,0.00030235923,0.00025758834,0.0023101436,0.018047068],"genre_scores_gemma":[0.8643968,0.004916188,0.11602658,0.00029880655,0.00012967768,0.00011827415,0.00011390597,0.00013142418,0.013868286],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977535,0.000020790329,0.000010479037,0.00004450629,0.00012273145,0.000026146488],"domain_scores_gemma":[0.99981076,0.000040861727,0.00006356134,0.000028620749,0.000034180444,0.000022044973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021700477,0.00038372446,0.00026148834,0.0006888785,0.0002404626,0.00042487023,0.0004507702,0.00029121983,0.0013491361],"category_scores_gemma":[0.0003487329,0.0002223996,0.00022656588,0.0002471042,0.00041914696,0.00064053276,0.0004567883,0.0003874355,0.00035204724],"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":[0.00009256148,0.00005350149,0.0006371147,0.0002859871,0.000023012219,0.00015790199,0.00006208963,0.0009940047,0.91825587,0.0009386551,0.00038249802,0.07811677],"study_design_scores_gemma":[0.00003216621,0.0007976549,0.00289649,0.000032370546,0.00004052447,0.0010539393,0.00005372466,0.0061916253,0.9427454,0.00030893652,0.045803245,0.00004397455],"about_ca_topic_score_codex":0.00038226586,"about_ca_topic_score_gemma":0.0010916126,"teacher_disagreement_score":0.0013491361,"about_ca_system_score_codex":0.00017654471,"about_ca_system_score_gemma":0.00022552685,"threshold_uncertainty_score":0.0045132637},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.051359884,0.000054290365,0.94616586,0.000019159052,0.00002121013,0.00007713885,0.00014075392,0.00077489374,0.0013868292],"genre_scores_gemma":[0.45876557,0.00013467399,0.5382901,0.000026048976,0.000014085777,0.00020736133,0.00037632388,0.0002991434,0.001886592],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910873,0.00020323234,0.00007798627,0.00016810033,0.00039629595,0.000045699442],"domain_scores_gemma":[0.9968803,0.0011426393,0.00040553973,0.0005970324,0.0009230015,0.00005148862],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00129557,0.00077908946,0.00057996035,0.0010164484,0.00037318768,0.0006083507,0.0014781033,0.00059305865,0.002192272],"category_scores_gemma":[0.00587744,0.0004927835,0.0005868501,0.0008717676,0.00041816835,0.0009781339,0.0006578417,0.00070280075,0.0010194941],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019298462,0.00016760638,0.012178209,0.0003158035,0.0000725808,0.00026335003,0.00038470965,0.62362456,0.055248,0.007202288,0.0014035532,0.29894626],"study_design_scores_gemma":[0.000017619413,0.00006914178,0.004152905,0.000021174472,0.000010467468,0.00012750224,0.00006233372,0.9805219,0.011018759,0.0016360033,0.0023136465,0.00004848138],"about_ca_topic_score_codex":0.005393414,"about_ca_topic_score_gemma":0.0074038585,"teacher_disagreement_score":0.005393414,"about_ca_system_score_codex":0.00039243436,"about_ca_system_score_gemma":0.0009111957,"threshold_uncertainty_score":0.010724068},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98898435,0.000024458912,0.009644754,0.00001128432,0.0000041920475,0.000010960275,0.000027469227,0.000043744298,0.001248784],"genre_scores_gemma":[0.99830186,0.000025364423,0.0010147409,0.000002428534,0.0000014787763,0.0000063216567,0.000025804475,0.0000072266953,0.000614735],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981374,0.000020887037,0.000007319101,0.000026899686,0.000079661164,0.00005156823],"domain_scores_gemma":[0.99977404,0.00006160826,0.00005459496,0.00002493894,0.000059847433,0.000024992178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027813914,0.00055014057,0.000505498,0.00059185724,0.00023508539,0.00032935702,0.0005398554,0.00059022557,0.0010115033],"category_scores_gemma":[0.00050237786,0.000234627,0.0003406587,0.00038739634,0.00049965933,0.00036477466,0.00047180787,0.00023710026,0.00019169925],"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":[0.00048637914,0.00024730904,0.023392707,0.00025339666,0.00007808404,0.00231948,0.0004683406,0.5848282,0.35011956,0.002164118,0.0004815946,0.035160888],"study_design_scores_gemma":[0.000027493,0.00034870327,0.019343965,0.000010065997,0.00003112262,0.00014306305,0.00036352838,0.9480534,0.03080881,0.00029604198,0.00054800534,0.00002571916],"about_ca_topic_score_codex":0.0052639176,"about_ca_topic_score_gemma":0.005521779,"teacher_disagreement_score":0.0052639176,"about_ca_system_score_codex":0.00032589628,"about_ca_system_score_gemma":0.00046863934,"threshold_uncertainty_score":0.010466576},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8460295,0.00044573453,0.13928093,0.000073302486,0.00003736452,0.00010890253,0.0012174809,0.00067744893,0.012129351],"genre_scores_gemma":[0.9849962,0.00028878835,0.011156535,0.000007354445,0.0000070769515,0.0000466501,0.0006299986,0.000083529296,0.002783787],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99986625,0.000015379896,0.000007542999,0.000018234807,0.00006386083,0.0000286946],"domain_scores_gemma":[0.99977654,0.00010015217,0.00003790462,0.000020907763,0.000054502863,0.00001004451],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018232263,0.00044650686,0.00023745498,0.0007354834,0.00014248824,0.00047657156,0.0005366264,0.0003488333,0.0030018203],"category_scores_gemma":[0.0015312801,0.00019301633,0.00041924944,0.0007291458,0.00035099013,0.00041533497,0.00026008152,0.00039695873,0.0006187506],"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":[0.0001237763,0.00008374701,0.011589796,0.00033275635,0.00003460909,0.0006226942,0.00028220942,0.8313747,0.07584874,0.026388364,0.0012505227,0.0520681],"study_design_scores_gemma":[0.0000245936,0.000103334096,0.015397983,0.00004225228,0.000028712222,0.000478256,0.00015877074,0.9360412,0.037495006,0.004767742,0.0054020286,0.000060099464],"about_ca_topic_score_codex":0.00321522,"about_ca_topic_score_gemma":0.0031430752,"teacher_disagreement_score":0.00321522,"about_ca_system_score_codex":0.00030015243,"about_ca_system_score_gemma":0.00037499453,"threshold_uncertainty_score":0.010042071},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10680853,0.00031068933,0.8621392,0.00031881614,0.00009507192,0.00032833987,0.0015899859,0.0025887764,0.025820417],"genre_scores_gemma":[0.833997,0.0005662266,0.14366584,0.000089002126,0.00003463194,0.00062686036,0.0015114713,0.00028380213,0.019225162],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989283,0.00001609489,0.000009033703,0.00001880449,0.000049880593,0.000013419421],"domain_scores_gemma":[0.9998771,0.00003548096,0.000016831025,0.000015294847,0.000044573393,0.000010766936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000216975,0.00052819663,0.0005686442,0.00047529335,0.00046742026,0.00068636175,0.0012090103,0.0011540371,0.0031418337],"category_scores_gemma":[0.0003589744,0.0005084581,0.00077313365,0.00038463713,0.00026602627,0.00052627816,0.0005565006,0.0005223933,0.0009160548],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019430876,0.000039827577,0.0010876132,0.00005199635,0.000018016388,0.00013676174,0.000055751123,0.97701204,0.006766996,0.0021653723,0.0005795339,0.012066604],"study_design_scores_gemma":[0.000004240847,0.000009369011,0.00020977107,0.000003877583,0.000002953592,0.000013052419,0.000009968554,0.9979538,0.00057931326,0.00023472955,0.0009739217,0.0000048667525],"about_ca_topic_score_codex":0.012791796,"about_ca_topic_score_gemma":0.007527651,"teacher_disagreement_score":0.012791796,"about_ca_system_score_codex":0.00043417292,"about_ca_system_score_gemma":0.00087691954,"threshold_uncertainty_score":0.025434673},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95044297,0.00006510561,0.047487013,0.000028204888,0.00000902456,0.000015899617,0.000121140256,0.00009520921,0.0017353178],"genre_scores_gemma":[0.9860655,0.00005902018,0.012758626,0.000009744718,0.0000013902486,0.000025082787,0.000116600146,0.000018902847,0.0009452136],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998317,0.000028168319,0.000011851181,0.000015854732,0.00007889009,0.000033568533],"domain_scores_gemma":[0.9995347,0.00027836353,0.000052224706,0.000039848474,0.00007309132,0.000021881835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031678012,0.00034305756,0.00040728282,0.0004882114,0.0002624114,0.00040767065,0.00062580546,0.00069764507,0.0010092441],"category_scores_gemma":[0.0010004677,0.00027111868,0.00045280333,0.00027200676,0.0007333429,0.00021931299,0.00031385248,0.00032029187,0.00020544992],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001384685,0.00005650974,0.003279092,0.00007849478,0.000024723655,0.00015345552,0.00022739742,0.91976833,0.06836503,0.001159868,0.00009793926,0.0066507924],"study_design_scores_gemma":[0.000016040382,0.000088710345,0.0035870909,0.000015866906,0.00002106113,0.000052392938,0.00013197723,0.9734856,0.021691654,0.00028991982,0.00059854734,0.000021201147],"about_ca_topic_score_codex":0.005507409,"about_ca_topic_score_gemma":0.0069724736,"teacher_disagreement_score":0.005507409,"about_ca_system_score_codex":0.0003940475,"about_ca_system_score_gemma":0.0005019457,"threshold_uncertainty_score":0.010950685},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5348087,0.0015897584,0.44425115,0.0003690459,0.00044289435,0.008227844,0.0013425687,0.0017810555,0.007186966],"genre_scores_gemma":[0.5107017,0.0022292994,0.45597386,0.0002855011,0.000102410166,0.008081781,0.004493343,0.0006579755,0.017474161],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99870634,0.00030119513,0.00021201264,0.00021776542,0.00047558852,0.000086989814],"domain_scores_gemma":[0.9982999,0.0004391815,0.00025350647,0.00037651014,0.0005116983,0.00011922063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010388339,0.0009854452,0.00062443723,0.0008111437,0.0006249097,0.00036964653,0.00067390146,0.00070820167,0.002654458],"category_scores_gemma":[0.001795174,0.00044047713,0.0005015917,0.00039465821,0.0004056335,0.0006545478,0.0008264525,0.0011106711,0.0013177006],"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":[0.000020710273,0.000026036398,0.000059860504,0.00004567796,0.0000035933945,0.00004435145,0.000034719815,0.000041662704,0.99776137,0.000053848795,0.00004524346,0.0018628886],"study_design_scores_gemma":[0.000016514388,0.000618366,0.0012651884,0.000017071501,0.000019383915,0.00028163695,0.00004238341,0.0004803794,0.99085605,0.000101394806,0.006277288,0.000024332177],"about_ca_topic_score_codex":0.00049942743,"about_ca_topic_score_gemma":0.0014562877,"teacher_disagreement_score":0.002654458,"about_ca_system_score_codex":0.00021307416,"about_ca_system_score_gemma":0.00045057686,"threshold_uncertainty_score":0.008880079},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.992519,0.0001651642,0.004577133,0.00006845921,0.00006483251,0.000023688153,0.00003669792,0.00015453408,0.0023905088],"genre_scores_gemma":[0.99660754,0.00008159673,0.0013335774,0.00001913933,0.000011247141,0.000005536615,0.000047824855,0.000007420066,0.0018861446],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99950767,0.00003850748,0.000034481523,0.000042163,0.00022250328,0.00015471228],"domain_scores_gemma":[0.9994259,0.00008906658,0.00014979739,0.000119790704,0.00011450061,0.00010107939],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030357105,0.0004871677,0.00037425544,0.0004787634,0.00075236923,0.0005588244,0.000614106,0.0013162286,0.0015424766],"category_scores_gemma":[0.0008921939,0.00020221868,0.00038121306,0.0001807306,0.0007075907,0.00037288325,0.0007176607,0.0004792618,0.000866914],"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":[0.00053548196,0.00024318382,0.03028142,0.00029706786,0.00006492894,0.0123228235,0.00075953617,0.014978606,0.8425412,0.0021135374,0.0017033803,0.094158925],"study_design_scores_gemma":[0.00003434295,0.004850815,0.058112744,0.00011746469,0.00010153688,0.016374066,0.0010963673,0.028513059,0.8714556,0.00046659418,0.018739408,0.0001380725],"about_ca_topic_score_codex":0.0010015096,"about_ca_topic_score_gemma":0.0014338585,"teacher_disagreement_score":0.0015424766,"about_ca_system_score_codex":0.000197045,"about_ca_system_score_gemma":0.00045844555,"threshold_uncertainty_score":0.0051600933},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4848412,0.0004558621,0.49871117,0.00018668958,0.000078682075,0.00012227427,0.00023084941,0.00084887224,0.014524442],"genre_scores_gemma":[0.9569814,0.00021501872,0.039555106,0.000015156349,0.000007855725,0.000078523655,0.000103540675,0.000039490915,0.0030038834],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998456,0.000030593066,0.000011435991,0.000026870572,0.000066809356,0.000018540773],"domain_scores_gemma":[0.99970585,0.00012440007,0.000035146757,0.00004411638,0.00007782724,0.000012686871],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025838477,0.00033753295,0.00030684774,0.00025867464,0.00028088584,0.00046994173,0.000596245,0.000657533,0.0016180289],"category_scores_gemma":[0.0010286812,0.00021929627,0.00023295941,0.0003076369,0.00043706247,0.00036958486,0.0003397122,0.00027067523,0.00026619603],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000042568852,0.000040308605,0.0014480636,0.000051304225,0.0000068522236,0.000075163895,0.00008479935,0.9535595,0.027151862,0.0034138698,0.00019780474,0.013927879],"study_design_scores_gemma":[0.000006829523,0.000038290193,0.0003757406,0.0000058353035,0.000002867662,0.000025046962,0.000018442632,0.99145085,0.006295274,0.00044157842,0.0013343368,0.000004863694],"about_ca_topic_score_codex":0.0039400887,"about_ca_topic_score_gemma":0.0025427009,"teacher_disagreement_score":0.0039400887,"about_ca_system_score_codex":0.0004046797,"about_ca_system_score_gemma":0.00045527512,"threshold_uncertainty_score":0.007834256},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9896946,0.00014280074,0.008416085,0.000012547465,0.00001121098,0.000032864784,0.000032379892,0.000060078397,0.0015973712],"genre_scores_gemma":[0.99704725,0.000063337015,0.0023091054,0.000004423641,0.0000015318723,0.000010954383,0.000029565303,0.0000064157507,0.00052748615],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996402,0.00003725619,0.000015890519,0.00004308913,0.00014663785,0.00011691245],"domain_scores_gemma":[0.9996867,0.000059131373,0.0001007214,0.00004137352,0.00005993353,0.000052207048],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029534404,0.00039374613,0.00028351526,0.00045105175,0.00028124033,0.00038363706,0.00039242467,0.00021034648,0.0011572238],"category_scores_gemma":[0.00053269265,0.00014213906,0.0002305876,0.00029571538,0.00036937284,0.00021394223,0.0005228549,0.00027895177,0.00018226197],"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":[0.001085473,0.00046108497,0.01502443,0.00049806794,0.000033648597,0.00087072613,0.0004118934,0.03036431,0.861802,0.0009834472,0.00058281375,0.08788208],"study_design_scores_gemma":[0.00016493566,0.010834524,0.15478636,0.00011186617,0.0001410592,0.00082373,0.0010555857,0.12163117,0.69545865,0.0006205749,0.0142827965,0.00008890869],"about_ca_topic_score_codex":0.0019451781,"about_ca_topic_score_gemma":0.005421112,"teacher_disagreement_score":0.0019451781,"about_ca_system_score_codex":0.00027794827,"about_ca_system_score_gemma":0.00034733076,"threshold_uncertainty_score":0.0038713217},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99771,0.00003306833,0.0019520922,0.000006189225,0.0000025784223,0.0000037698157,0.000048832957,0.000021856828,0.00022145633],"genre_scores_gemma":[0.9993617,0.00002493681,0.0004158752,9.193011e-7,5.1525103e-7,0.000003307031,0.00003220763,0.0000020963653,0.00015861575],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998684,0.00001895491,0.0000118639655,0.00003113535,0.000042448708,0.000027188322],"domain_scores_gemma":[0.99966574,0.00011061343,0.00008239871,0.000033781354,0.00007948297,0.000027990134],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000288324,0.00045278546,0.0004013574,0.00068702106,0.000241969,0.00036356045,0.00043215108,0.000461068,0.00094273995],"category_scores_gemma":[0.00064120186,0.000201128,0.00047089174,0.00032073646,0.00046354512,0.00024473024,0.00033442714,0.00025662276,0.00012077419],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007701191,0.00012349915,0.016283222,0.00013962534,0.00006552469,0.0005376031,0.00019182381,0.7431312,0.2294555,0.00065237103,0.00012905021,0.008520442],"study_design_scores_gemma":[0.000022437092,0.00055364025,0.01930791,0.000013958598,0.00004587047,0.00006529121,0.00018236367,0.9340539,0.045363583,0.00012073865,0.00023812462,0.000032271815],"about_ca_topic_score_codex":0.0056997263,"about_ca_topic_score_gemma":0.003869672,"teacher_disagreement_score":0.0056997263,"about_ca_system_score_codex":0.00037092157,"about_ca_system_score_gemma":0.00032792834,"threshold_uncertainty_score":0.011333108},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988965,0.0003634557,0.00018843448,0.00000522633,0.0000039688566,0.0000066556922,0.00010397006,0.0000050629055,0.00042664204],"genre_scores_gemma":[0.99877197,0.00016761314,0.00023789892,0.0000062069194,0.0000030477538,0.000006868023,0.00013174914,0.0000029503526,0.00067160756],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996928,0.000030435824,0.000028596147,0.000047443864,0.00016109581,0.00003966628],"domain_scores_gemma":[0.99957305,0.00009871862,0.00011396803,0.000015836866,0.00011859664,0.00007995675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034598846,0.00032822517,0.0002841249,0.00070872385,0.00016419846,0.00027040698,0.00014166346,0.00022271727,0.0017078796],"category_scores_gemma":[0.00049074535,0.00019917647,0.00016680158,0.00037836115,0.0002516528,0.00019647092,0.0002950522,0.00026457084,0.00016028486],"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":[0.00028380175,0.000020783735,0.002512791,0.00007778972,0.000023808612,0.00006461189,0.000038848313,0.0005136847,0.9942449,0.000041532938,0.000018375038,0.0021591273],"study_design_scores_gemma":[0.000014431224,0.0011050347,0.042710498,0.000021750595,0.000056284443,0.00017514211,0.00014960652,0.0024554078,0.9522477,0.00003201344,0.0010123912,0.000019697174],"about_ca_topic_score_codex":0.0014932653,"about_ca_topic_score_gemma":0.0033021024,"teacher_disagreement_score":0.0017078796,"about_ca_system_score_codex":0.00022752055,"about_ca_system_score_gemma":0.0001738978,"threshold_uncertainty_score":0.005713463},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99523133,0.000033161323,0.0035915594,0.0000066129946,0.0000012149078,0.0000032320022,0.00008286904,0.00003147112,0.0010185497],"genre_scores_gemma":[0.99966514,0.000021718339,0.00014306177,5.737642e-7,2.6578314e-7,0.0000012350113,0.000023427292,0.000001910034,0.00014282265],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986994,0.000012374745,0.0000082931765,0.000019678053,0.00003686948,0.000052756808],"domain_scores_gemma":[0.9996195,0.00011844402,0.00010161795,0.000043204764,0.00006410981,0.000053091913],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019300124,0.00022129335,0.00028132374,0.00084353564,0.00020731323,0.00035753995,0.00039150973,0.0002667931,0.0010491448],"category_scores_gemma":[0.0008381164,0.0001656152,0.00020122642,0.0004074084,0.00069187046,0.000355048,0.0005117623,0.0001159566,0.0001843773],"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":[0.000408208,0.00006599512,0.059744477,0.00019708199,0.000043549244,0.0019714544,0.00042050533,0.6849508,0.2085924,0.0045660506,0.0002537238,0.03878579],"study_design_scores_gemma":[0.000018919955,0.00028740783,0.13920166,0.000061281484,0.0000612219,0.0006734397,0.00066966465,0.767785,0.08688243,0.0035597584,0.00071291684,0.0000862513],"about_ca_topic_score_codex":0.006015633,"about_ca_topic_score_gemma":0.008617751,"teacher_disagreement_score":0.006015633,"about_ca_system_score_codex":0.00030565125,"about_ca_system_score_gemma":0.0004044701,"threshold_uncertainty_score":0.011961222},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9997609,0.00002671285,0.0000843948,0.0000016743734,4.6186005e-7,0.0000013708483,0.000012258983,0.000004875012,0.00010720539],"genre_scores_gemma":[0.9997923,0.000018731616,0.00005695269,0.000002665916,2.331712e-7,0.0000012211927,0.000020214342,0.000002981189,0.000104802486],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998435,0.000025244435,0.000015961085,0.000028730803,0.000041672116,0.000044824843],"domain_scores_gemma":[0.99941814,0.00018243982,0.00013071291,0.00003281808,0.00010547746,0.00013053017],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025120523,0.00032428774,0.0002916741,0.00028530377,0.00020318794,0.00037252955,0.00017441656,0.00022735834,0.00093692984],"category_scores_gemma":[0.00072853145,0.0002669231,0.00018466533,0.00017426314,0.00038487316,0.00020233903,0.00038590372,0.00022424525,0.0001308021],"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":[0.00086806837,0.000043638083,0.009923801,0.00007675239,0.000020569183,0.00022060031,0.00021257657,0.0018477659,0.984458,0.000028401773,0.000022638038,0.0022772364],"study_design_scores_gemma":[0.000040042138,0.0028649992,0.1398559,0.000023316268,0.00008340008,0.00034219233,0.0011452507,0.0064888503,0.8482519,0.00006735574,0.00079526636,0.00004148903],"about_ca_topic_score_codex":0.0032216818,"about_ca_topic_score_gemma":0.008108129,"teacher_disagreement_score":0.0032216818,"about_ca_system_score_codex":0.00028755615,"about_ca_system_score_gemma":0.00024049493,"threshold_uncertainty_score":0.00640589},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988697,0.000009882869,0.00077257387,0.0000026016332,8.103469e-7,0.000002035423,0.000034126293,0.000021650207,0.0002865503],"genre_scores_gemma":[0.9994832,0.0000084223475,0.00023742372,8.898602e-7,3.2457405e-7,0.000002709334,0.000045415687,0.000007662991,0.00021387637],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981123,0.000023194603,0.000013278827,0.000036395006,0.00008017596,0.000035735375],"domain_scores_gemma":[0.99949074,0.00017613084,0.000106038446,0.00009163771,0.000096533084,0.000038955535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033751156,0.00029533813,0.00019661487,0.00056813954,0.00027504432,0.00031148738,0.00034985843,0.00028258824,0.0011534689],"category_scores_gemma":[0.0010522001,0.0002374267,0.00015275319,0.00033962008,0.0005962373,0.00044867964,0.0003597154,0.00018817169,0.0002261015],"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":[0.0013964339,0.00025819003,0.12372241,0.00015049953,0.000045372723,0.0018047403,0.0021450224,0.17751943,0.60864186,0.001129919,0.0004453349,0.082740836],"study_design_scores_gemma":[0.00003495083,0.0013999684,0.4052,0.000034705205,0.000048278253,0.0004989949,0.0015371598,0.12295618,0.46512955,0.0013749955,0.0016929266,0.00009218017],"about_ca_topic_score_codex":0.0012303654,"about_ca_topic_score_gemma":0.0029987907,"teacher_disagreement_score":0.0012303654,"about_ca_system_score_codex":0.00029743594,"about_ca_system_score_gemma":0.00012212206,"threshold_uncertainty_score":0.003858745},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99951863,0.000016396307,0.00018121446,0.0000032337764,0.0000015275758,0.000004752777,0.00003686524,0.000019638803,0.00021777736],"genre_scores_gemma":[0.99917644,0.00002421849,0.00016815182,0.0000048702536,9.0218896e-7,0.0000054075826,0.00008929709,0.000004895291,0.00052575744],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997557,0.000028229264,0.000015719641,0.000036133613,0.00010485564,0.000059306465],"domain_scores_gemma":[0.9995136,0.00009997622,0.000101178826,0.000060715898,0.00011698262,0.00010752296],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002552784,0.00041527578,0.00040119505,0.0003421724,0.0002657312,0.00039709042,0.00039601134,0.00049275154,0.0022228125],"category_scores_gemma":[0.00055736373,0.00029261527,0.00023540275,0.0001665157,0.0004784361,0.00026732602,0.000375031,0.00024168495,0.000503982],"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":[0.0012040993,0.00022148021,0.009720853,0.00006844452,0.00002689785,0.00044606137,0.00031516652,0.009211562,0.97397286,0.000061435414,0.0001344822,0.0046166736],"study_design_scores_gemma":[0.00006191323,0.0047458503,0.052426167,0.000017016675,0.000044048582,0.00027614326,0.00060908525,0.030272828,0.9107647,0.00006061274,0.00067751925,0.000044159708],"about_ca_topic_score_codex":0.0020972844,"about_ca_topic_score_gemma":0.0032376663,"teacher_disagreement_score":0.0022228125,"about_ca_system_score_codex":0.00030488582,"about_ca_system_score_gemma":0.00020723241,"threshold_uncertainty_score":0.007436037},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99317837,0.00045181782,0.0041647013,0.0000200268,0.000058158417,0.000013255679,0.00006478173,0.0000873381,0.0019615293],"genre_scores_gemma":[0.9980738,0.00008817381,0.0010742267,0.0000047355893,0.0000038459993,0.0000039096662,0.000047732072,0.000006891806,0.0006966627],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998104,0.000012996747,0.000013944909,0.0000315872,0.00007330221,0.000057838977],"domain_scores_gemma":[0.99981767,0.000019336741,0.000035366967,0.000031920084,0.000052295418,0.000043425596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025914836,0.0005468477,0.0006886753,0.00083738274,0.00038758435,0.0006992648,0.00039156873,0.0005115014,0.0022416252],"category_scores_gemma":[0.0003574583,0.00025330414,0.00041492877,0.0007538261,0.00037556444,0.00043407938,0.00048282716,0.0005467448,0.00027455855],"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":[0.0010691882,0.00029240627,0.0033380697,0.00024615187,0.000053427953,0.0004259301,0.00014828324,0.025767643,0.9297188,0.0016748706,0.00039558078,0.03686967],"study_design_scores_gemma":[0.000115299285,0.0010448769,0.016077273,0.00003925316,0.00012368758,0.00020994968,0.00019788323,0.062227804,0.91617435,0.0004099884,0.003332143,0.000047447113],"about_ca_topic_score_codex":0.001313889,"about_ca_topic_score_gemma":0.0038943214,"teacher_disagreement_score":0.0022416252,"about_ca_system_score_codex":0.00032436597,"about_ca_system_score_gemma":0.00057205104,"threshold_uncertainty_score":0.00749892},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942848,0.000046114343,0.003544075,0.000021128677,0.0000031768077,0.0000040486166,0.000054427874,0.00004394893,0.001998258],"genre_scores_gemma":[0.9991787,0.000045109664,0.00026001732,0.0000027661044,0.0000011841178,0.000002654374,0.00003452232,0.0000034460136,0.00047157693],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990416,0.000011564842,0.0000060745383,0.000017603394,0.000032875338,0.00002764484],"domain_scores_gemma":[0.9998141,0.00005056051,0.000053350974,0.00001779814,0.000038582155,0.000025505382],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016767607,0.0002536449,0.00021227056,0.000602894,0.00033364436,0.0004557488,0.00032256442,0.0003964767,0.0009854945],"category_scores_gemma":[0.00076484936,0.00013943981,0.00029529308,0.00032791554,0.00080574845,0.00029193118,0.00047259263,0.00014992386,0.00014673473],"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":[0.00021204322,0.000047085832,0.023020128,0.000051838597,0.000028131522,0.0005898297,0.00026350227,0.87998146,0.07806982,0.0044841547,0.0002887737,0.012963241],"study_design_scores_gemma":[0.000013600397,0.00017027977,0.01709526,0.000011757666,0.000020766192,0.00012485134,0.00020709542,0.9722239,0.008535259,0.0011555813,0.00041399832,0.000027749094],"about_ca_topic_score_codex":0.010597223,"about_ca_topic_score_gemma":0.0068925093,"teacher_disagreement_score":0.010597223,"about_ca_system_score_codex":0.00047861997,"about_ca_system_score_gemma":0.0005341888,"threshold_uncertainty_score":0.021071076},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70804965,0.00017297053,0.28611,0.00009638247,0.00006106784,0.00016711402,0.00006848581,0.00040456082,0.004869661],"genre_scores_gemma":[0.9853086,0.000057253103,0.013645191,0.0000077022005,0.0000049783575,0.000052024207,0.000019281495,0.000017376839,0.00088767154],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998203,0.00003302293,0.000009103079,0.000038800797,0.0000629137,0.000035914592],"domain_scores_gemma":[0.99973756,0.00003281298,0.000105830826,0.0000242948,0.00005798819,0.000041481235],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030016128,0.0007535183,0.00032776204,0.000533189,0.00023749597,0.00034616797,0.0007911963,0.000530279,0.0013704931],"category_scores_gemma":[0.0005364643,0.00029760555,0.00025336258,0.00013936246,0.000482232,0.00027862776,0.00049474376,0.00021423002,0.0002978545],"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":[0.0003842019,0.00015335069,0.0042816126,0.0002813134,0.000054352997,0.00096132536,0.00022305246,0.5338149,0.4157537,0.0037225785,0.00044182566,0.039927673],"study_design_scores_gemma":[0.00013765506,0.002826102,0.010089104,0.00007273447,0.000109363275,0.00041522091,0.00051144575,0.8529806,0.12581739,0.0018715179,0.005109507,0.000059379658],"about_ca_topic_score_codex":0.00073505397,"about_ca_topic_score_gemma":0.0016163366,"teacher_disagreement_score":0.0013704931,"about_ca_system_score_codex":0.00033448485,"about_ca_system_score_gemma":0.0006030742,"threshold_uncertainty_score":0.0045847297},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99743646,0.00009958537,0.0017278347,0.000006438185,0.000004116456,0.000022775075,0.00011740707,0.00001862851,0.0005667462],"genre_scores_gemma":[0.9980563,0.00008492166,0.0009236643,0.0000070210463,0.0000015194493,0.000014389952,0.000105913634,0.0000062163645,0.0007999551],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99951386,0.00005594863,0.000032560558,0.00006642747,0.00028741622,0.00004379973],"domain_scores_gemma":[0.99912745,0.00028054186,0.00021220908,0.000060051858,0.00025049518,0.000069259484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005334505,0.0005356434,0.0002262902,0.00073777756,0.00017884439,0.0002863838,0.00040969244,0.00031285017,0.0019764926],"category_scores_gemma":[0.00077837525,0.0001874434,0.00019212873,0.0005699918,0.00039178698,0.0004346166,0.00036193026,0.0002805392,0.00040179575],"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":[0.00028259392,0.00006673641,0.0030599982,0.00006846531,0.000009201358,0.00009015858,0.000081945145,0.001289475,0.9913947,0.000041213567,0.000020989331,0.0035945298],"study_design_scores_gemma":[0.000010839858,0.00080543,0.02567244,0.000009189978,0.000019027118,0.00006975933,0.0001077148,0.0036549144,0.9692304,0.000040074618,0.00036531544,0.00001473713],"about_ca_topic_score_codex":0.0008784818,"about_ca_topic_score_gemma":0.00221409,"teacher_disagreement_score":0.0019764926,"about_ca_system_score_codex":0.00026298244,"about_ca_system_score_gemma":0.00017032312,"threshold_uncertainty_score":0.006612003},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989243,0.0000061876403,0.00016827525,0.0000053462154,0.0000011507648,0.000001881273,0.00002219684,0.000009196234,0.000861317],"genre_scores_gemma":[0.9994727,0.0000058121927,0.00005999469,0.0000012597302,4.2674338e-7,8.155394e-7,0.000017769898,0.000001672855,0.0004395329],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989307,0.00001453028,0.0000035554676,0.00001757673,0.000025040341,0.00004625122],"domain_scores_gemma":[0.9998159,0.00004533057,0.000028210188,0.000013268231,0.00004621159,0.00005109189],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008271623,0.00019154159,0.00031759235,0.00030894246,0.00047059671,0.00051726185,0.0004082937,0.00040670915,0.0032645746],"category_scores_gemma":[0.00027458085,0.00021241371,0.00021056521,0.0002952666,0.00035876708,0.0001517098,0.00037446828,0.0002796665,0.00031367416],"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":[0.0021272819,0.00077921036,0.088549726,0.00009902818,0.00011025856,0.0024425227,0.0005310136,0.5778302,0.31335986,0.0024272818,0.0007700567,0.010973579],"study_design_scores_gemma":[0.000100453006,0.0006723812,0.29075187,0.000016115593,0.00009014878,0.00018839323,0.00121473,0.67102873,0.03479617,0.00047432113,0.00062036124,0.000046319015],"about_ca_topic_score_codex":0.017821684,"about_ca_topic_score_gemma":0.019847775,"teacher_disagreement_score":0.017821684,"about_ca_system_score_codex":0.0005747413,"about_ca_system_score_gemma":0.00058479037,"threshold_uncertainty_score":0.035435855},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13284908,0.00013565345,0.8589371,0.00011854233,0.000049258506,0.00018947547,0.00025257215,0.0009448883,0.0065234397],"genre_scores_gemma":[0.7487137,0.00020814285,0.2461433,0.00003170688,0.000016139848,0.0005679393,0.00033940043,0.00014957592,0.003830097],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979645,0.00003594913,0.000012710935,0.000028593058,0.00009977027,0.000026463074],"domain_scores_gemma":[0.99970156,0.00010929801,0.00003601641,0.00005500694,0.00008039508,0.000017691173],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043880727,0.0005429633,0.00052290095,0.00023927858,0.0005117764,0.0006300308,0.0012697878,0.0011254412,0.0011223493],"category_scores_gemma":[0.0011374565,0.00040608234,0.0005057732,0.00024493193,0.0007641966,0.0004869321,0.00046930718,0.00060773786,0.0004246354],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011479977,0.00002036755,0.0005770844,0.000022327711,0.000005369874,0.000054675435,0.000037396476,0.9838043,0.008604837,0.0026520884,0.00011306359,0.004097087],"study_design_scores_gemma":[0.000005402695,0.000011827419,0.00016813722,0.000003844172,0.0000017731717,0.000011981694,0.000006966502,0.9964814,0.0023187497,0.00036151183,0.00062424847,0.000004082332],"about_ca_topic_score_codex":0.0088725295,"about_ca_topic_score_gemma":0.005594775,"teacher_disagreement_score":0.0088725295,"about_ca_system_score_codex":0.0006950615,"about_ca_system_score_gemma":0.0015618964,"threshold_uncertainty_score":0.017641783},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9866714,0.000028678904,0.011984986,0.000005171222,0.0000019627726,0.0000048591182,0.000031158455,0.00002824408,0.0012435504],"genre_scores_gemma":[0.9980678,0.000023997565,0.0014981262,3.9848584e-7,4.3612445e-7,0.0000024480994,0.00002354549,0.0000025805423,0.00038069324],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999151,0.000012827467,0.0000040612113,0.000022042565,0.000024817818,0.000021126803],"domain_scores_gemma":[0.99983716,0.00007025928,0.000036616366,0.000015341566,0.000027599526,0.000013027523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014602038,0.00022271113,0.00015586831,0.00041798703,0.00017115651,0.00034175266,0.00026513828,0.00031658506,0.000684702],"category_scores_gemma":[0.0005486646,0.00012110008,0.0002390533,0.00029121703,0.00037755098,0.00024696547,0.0002986023,0.00014293307,0.00013272921],"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":[0.000116322546,0.000024984442,0.036999233,0.00003926468,0.000019670995,0.00049787434,0.000170831,0.9164416,0.020221654,0.0020347214,0.00009715656,0.023336569],"study_design_scores_gemma":[0.000004335465,0.00006630155,0.029769687,0.0000102010945,0.000009545471,0.00010580712,0.00012833039,0.96188945,0.007182615,0.00048696366,0.00033308024,0.0000137020525],"about_ca_topic_score_codex":0.0063085924,"about_ca_topic_score_gemma":0.006868457,"teacher_disagreement_score":0.0063085924,"about_ca_system_score_codex":0.00034150467,"about_ca_system_score_gemma":0.00029376132,"threshold_uncertainty_score":0.012543738},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9149379,0.00012915814,0.06638873,0.0001689453,0.000058153095,0.000060936833,0.00017538539,0.000292989,0.017787823],"genre_scores_gemma":[0.98111194,0.000050133804,0.01641123,0.00001460146,0.0000048304028,0.000024093491,0.000058661786,0.000018059996,0.0023064727],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983907,0.00004095945,0.000008535026,0.00002225292,0.000062291285,0.00002674548],"domain_scores_gemma":[0.9997379,0.000111001646,0.000032778808,0.00003129411,0.00006545869,0.000021574666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003731071,0.00029554658,0.0002937193,0.00033909577,0.00033529993,0.00050776143,0.00042553965,0.00071076077,0.00148815],"category_scores_gemma":[0.0009017638,0.00016447753,0.00024328851,0.00028719366,0.000615108,0.00028671545,0.0002915999,0.00021926657,0.00019737144],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051211333,0.000031913525,0.0023952923,0.0000355027,0.0000079530155,0.0002467626,0.00006511371,0.97554785,0.012311684,0.0026511129,0.00021104953,0.0064445217],"study_design_scores_gemma":[0.000007863956,0.00005577489,0.0009406172,0.0000074717695,0.0000031957868,0.000039185164,0.00005492102,0.995465,0.0024901864,0.0003833204,0.0005451782,0.000007352395],"about_ca_topic_score_codex":0.0028525302,"about_ca_topic_score_gemma":0.0027445885,"teacher_disagreement_score":0.0028525302,"about_ca_system_score_codex":0.00045335683,"about_ca_system_score_gemma":0.00049552246,"threshold_uncertainty_score":0.0056719184},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962741,0.000034181205,0.0021200438,0.000021414135,0.000004364084,0.000006747967,0.00004420281,0.000027309232,0.0014675251],"genre_scores_gemma":[0.9988668,0.000018163428,0.0008675854,0.000002873707,8.8020715e-7,0.000003740643,0.000020159416,0.000004088406,0.000215841],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998747,0.000030074518,0.0000074992304,0.000014976085,0.00003508842,0.000037713045],"domain_scores_gemma":[0.99913895,0.00052827154,0.00012952981,0.00006300672,0.00008439991,0.000055717144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029552402,0.0002861851,0.00039456642,0.00032166246,0.00029482527,0.00034845556,0.00032746218,0.000567003,0.0009095125],"category_scores_gemma":[0.0014096791,0.00021681015,0.00027939226,0.00028017492,0.0007016641,0.00026311036,0.00026751595,0.00024516112,0.00009154994],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019634463,0.0000877678,0.0071876417,0.000055869965,0.00002501659,0.00032982763,0.0001194944,0.95470715,0.033287745,0.0008554478,0.00011785695,0.0030297486],"study_design_scores_gemma":[0.000022316986,0.0001772769,0.00410895,0.000011585422,0.000013085553,0.000043415657,0.00008036755,0.9878594,0.007393071,0.00014149661,0.00013713066,0.00001190447],"about_ca_topic_score_codex":0.0031820661,"about_ca_topic_score_gemma":0.002514209,"teacher_disagreement_score":0.0031820661,"about_ca_system_score_codex":0.00028821378,"about_ca_system_score_gemma":0.00028003898,"threshold_uncertainty_score":0.0063270926},"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":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11312228,0.00011674366,0.87287843,0.00036799663,0.00008711352,0.000052499385,0.000013870416,0.0001442714,0.013216741],"genre_scores_gemma":[0.76823264,0.00014079192,0.21934065,0.00010591169,0.00006708776,0.00014111938,0.000017491311,0.00014604053,0.011808331],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9994821,0.0002093555,0.000023459932,0.000058048776,0.0001923508,0.00003471835],"domain_scores_gemma":[0.99920255,0.00029842055,0.000085290354,0.00020551398,0.00015801606,0.00005020732],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013947668,0.00044912915,0.0003425796,0.00043509935,0.00036324002,0.00082767016,0.0012596144,0.0010824023,0.0031787842],"category_scores_gemma":[0.0023938457,0.0003017195,0.00042352424,0.0002238029,0.0012995568,0.0009967345,0.0009960994,0.0009612862,0.0004665622],"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":[0.00037701675,0.0002852552,0.0018468193,0.00021218976,0.000039284,0.0003626919,0.0009502786,0.5136203,0.039411966,0.23920284,0.001180582,0.20251083],"study_design_scores_gemma":[0.00009786668,0.00037383166,0.00089511275,0.00007982254,0.00003556496,0.00018027959,0.00021858937,0.91669697,0.011553104,0.060707156,0.009119047,0.00004262678],"about_ca_topic_score_codex":0.0003535522,"about_ca_topic_score_gemma":0.0010401466,"teacher_disagreement_score":0.0031787842,"about_ca_system_score_codex":0.00042488097,"about_ca_system_score_gemma":0.00037651905,"threshold_uncertainty_score":0.010634065},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9568443,0.00006967644,0.03602083,0.000057345227,0.00001221874,0.000029002229,0.00012726015,0.0001790437,0.0066602724],"genre_scores_gemma":[0.994303,0.00003389313,0.004083702,0.0000059080767,0.0000019094864,0.000020136898,0.00006457489,0.000012817111,0.0014740515],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998807,0.00002427236,0.0000072009175,0.000018878003,0.0000469079,0.000022054695],"domain_scores_gemma":[0.9998988,0.000034763547,0.000020218056,0.0000130515555,0.000024465322,0.000008702092],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017317435,0.00035448672,0.0002889145,0.0003213765,0.00030650597,0.00037377674,0.0005882308,0.0005277824,0.0014902969],"category_scores_gemma":[0.00044704904,0.00023972639,0.00023961144,0.00023045133,0.00060451636,0.0002601991,0.00032969855,0.00017667994,0.00021892064],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033162283,0.000025193458,0.0012438272,0.00001630199,0.000004378731,0.00008752919,0.00005433111,0.98242664,0.013208267,0.00052998716,0.000052223913,0.0023181296],"study_design_scores_gemma":[0.0000032554478,0.000019585197,0.0006610577,0.0000016354081,0.0000019731492,0.000010889914,0.000024469475,0.9968539,0.0022398075,0.000066394954,0.00011440019,0.000002602635],"about_ca_topic_score_codex":0.009470707,"about_ca_topic_score_gemma":0.0076968665,"teacher_disagreement_score":0.009470707,"about_ca_system_score_codex":0.00052434887,"about_ca_system_score_gemma":0.00046296732,"threshold_uncertainty_score":0.018831134},"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":"editorial","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00405011,0.11774956,0.0019206537,0.07677349,0.4546749,0.00025097822,0.011261496,0.0008175866,0.33250138],"genre_scores_gemma":[0.0074951784,0.028063534,0.0010725571,0.005216128,0.015956586,0.00002475328,0.0026913288,0.0002838794,0.93919605],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99806315,0.00005510813,0.0000898293,0.0002455608,0.0013263281,0.00021995498],"domain_scores_gemma":[0.9939149,0.000270038,0.00019630944,0.00017276828,0.004578919,0.0008669826],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011771467,0.0014612254,0.0012216682,0.0051585343,0.0038915423,0.0095437905,0.0013089435,0.0018651392,0.114007026],"category_scores_gemma":[0.0042940103,0.00044714703,0.0005703176,0.009008408,0.0022954063,0.0022541035,0.0012847332,0.0025216711,0.04655775],"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":[0.000023313785,0.000007122403,0.00025775156,0.00018719588,0.000004754767,0.000046617188,0.000056922716,0.00004556545,0.00032308206,0.0012741466,0.9762354,0.021538176],"study_design_scores_gemma":[0.0000015734377,0.0000039768906,0.0007410962,0.000041237083,0.000005121675,0.00002994071,0.00006496116,0.00001661611,0.000079985395,0.00013747557,0.9988722,0.000005675008],"about_ca_topic_score_codex":0.42079926,"about_ca_topic_score_gemma":0.74242985,"teacher_disagreement_score":0.42079926,"about_ca_system_score_codex":0.011098768,"about_ca_system_score_gemma":0.01610558,"threshold_uncertainty_score":0.83669984},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15974325,0.00022899,0.83244926,0.000043773078,0.000015968912,0.0001116335,0.00006876451,0.00031655908,0.007021747],"genre_scores_gemma":[0.84105104,0.0004595134,0.1563368,0.000012742198,0.0000065817853,0.00019050506,0.00006979275,0.000048991296,0.001823962],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997366,0.000038761125,0.000017720024,0.000033142765,0.00014583068,0.00002784828],"domain_scores_gemma":[0.99969995,0.00014848197,0.00003792949,0.000016192555,0.000088571185,0.000008915769],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043199005,0.00037007744,0.0004708657,0.00089161086,0.00029254777,0.00048734792,0.00087608234,0.0003977891,0.00089705084],"category_scores_gemma":[0.0013559522,0.00021963986,0.00026975884,0.0005418321,0.0003529517,0.00077508774,0.00043945425,0.00039670034,0.00028110523],"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":[0.00010332786,0.00014491823,0.010781215,0.00061530515,0.000043229924,0.00093587703,0.0006513648,0.48033604,0.2546117,0.08054479,0.0007812606,0.17045107],"study_design_scores_gemma":[0.000007502886,0.00003967286,0.0010278593,0.000009863054,0.00000636562,0.0000966862,0.000040045576,0.9789331,0.017327717,0.0016893382,0.00080870447,0.000013106698],"about_ca_topic_score_codex":0.0041214996,"about_ca_topic_score_gemma":0.0034269763,"teacher_disagreement_score":0.0041214996,"about_ca_system_score_codex":0.00036740105,"about_ca_system_score_gemma":0.0009957739,"threshold_uncertainty_score":0.008195043},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11953992,0.0001485609,0.8746533,0.00016853897,0.000021503869,0.00006418204,0.00013295721,0.00028531108,0.0049858126],"genre_scores_gemma":[0.859759,0.00023363357,0.1370343,0.00005628073,0.000010556496,0.00013958458,0.000113131995,0.000075989454,0.0025775821],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998698,0.000031353688,0.0000071603886,0.000015026456,0.00006172438,0.0000149001935],"domain_scores_gemma":[0.9998216,0.0000868346,0.000023466424,0.000018574909,0.00003375628,0.000015758547],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002175411,0.0003016824,0.00040902258,0.0004428711,0.00031614382,0.0008090914,0.00077462813,0.00091943104,0.0010950102],"category_scores_gemma":[0.00045482963,0.00024304252,0.0004592941,0.00029901395,0.00073302153,0.000404213,0.00056536135,0.0004375354,0.0002249871],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016435428,0.000043600354,0.00082213286,0.000038589482,0.000015371721,0.00009073274,0.00007053736,0.96879166,0.016303137,0.00869297,0.000112645954,0.0050022514],"study_design_scores_gemma":[0.000003023741,0.0000057544157,0.00017597458,0.0000029994349,0.0000014925896,0.000012566091,0.000012879284,0.99777776,0.0008119908,0.00093018485,0.00026116992,0.0000042571533],"about_ca_topic_score_codex":0.003914251,"about_ca_topic_score_gemma":0.0035430675,"teacher_disagreement_score":0.003914251,"about_ca_system_score_codex":0.00045742292,"about_ca_system_score_gemma":0.0007186955,"threshold_uncertainty_score":0.007782936},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995172,0.000013342395,0.00023870026,0.000001978485,0.0000039908336,0.0000043484124,0.000027629347,0.000015568121,0.00017734298],"genre_scores_gemma":[0.9986325,0.000014614863,0.000651747,0.0000021042483,9.652445e-7,0.0000072059474,0.00006934537,0.000007947896,0.00061353977],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996551,0.000033601966,0.000026262818,0.00006577578,0.00014259639,0.0000766546],"domain_scores_gemma":[0.999435,0.000077851204,0.00014500838,0.00009324005,0.00010059832,0.00014829857],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034128365,0.00088038517,0.00044706435,0.0005213517,0.00028440513,0.00048123326,0.00054438424,0.0008917111,0.0015460183],"category_scores_gemma":[0.00064627995,0.00033780545,0.0004474502,0.00033060534,0.0005223901,0.00032173272,0.0005992325,0.00037012683,0.0003934497],"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":[0.0020526587,0.00061430596,0.022101881,0.00023568794,0.00008757032,0.0013400617,0.00046123832,0.033130318,0.92550063,0.00022105766,0.00015746205,0.014097105],"study_design_scores_gemma":[0.00008937523,0.009317519,0.09430032,0.000054224798,0.00013644987,0.00039689985,0.000507627,0.02186874,0.87155384,0.000059038557,0.0016502386,0.00006579987],"about_ca_topic_score_codex":0.0010275582,"about_ca_topic_score_gemma":0.0017928386,"teacher_disagreement_score":0.0015460183,"about_ca_system_score_codex":0.00027121228,"about_ca_system_score_gemma":0.0003021605,"threshold_uncertainty_score":0.0051719546},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5454973,0.00039584935,0.44393077,0.00019576315,0.00002005758,0.0000739794,0.00014501574,0.00027178178,0.00946954],"genre_scores_gemma":[0.9862142,0.0002405897,0.010125144,0.000014451622,0.000011886037,0.000030156929,0.000056724206,0.00002260076,0.003284253],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998441,0.00001779903,0.0000052785863,0.000027358072,0.00005760965,0.000047881844],"domain_scores_gemma":[0.99979633,0.0001068125,0.00003212122,0.000008090107,0.000042830517,0.0000137725565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019537492,0.0004115247,0.0003658813,0.0006392076,0.00034646393,0.0007162061,0.00069612847,0.0006722446,0.0010876112],"category_scores_gemma":[0.0012683988,0.0003181618,0.00027206665,0.00043339984,0.0008849613,0.0005862399,0.00050094957,0.00039396898,0.00016971616],"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":[0.00006635137,0.0000512953,0.0067854766,0.00012550995,0.000017802711,0.0011102088,0.00031645532,0.9018901,0.02774199,0.023996364,0.0004964323,0.037402056],"study_design_scores_gemma":[0.00001662887,0.00002934315,0.0016997996,0.00000847955,0.0000061964993,0.00013926344,0.000108929606,0.9896632,0.0034586822,0.004325153,0.00053438643,0.000009970478],"about_ca_topic_score_codex":0.015280122,"about_ca_topic_score_gemma":0.009911994,"teacher_disagreement_score":0.015280122,"about_ca_system_score_codex":0.0006982889,"about_ca_system_score_gemma":0.00087776803,"threshold_uncertainty_score":0.030382395},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99955016,0.000037478763,0.00018894626,0.000003441487,0.0000010205588,0.0000019592085,0.000020385072,0.00000559825,0.00019093664],"genre_scores_gemma":[0.99978036,0.000027918693,0.00007224768,0.0000016202099,3.8252034e-7,0.0000011992717,0.000027795953,0.0000017371378,0.000086896456],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987364,0.000014801112,0.000008312702,0.000027638198,0.000042675423,0.000032893397],"domain_scores_gemma":[0.9995497,0.00018599999,0.00010034195,0.000026441183,0.000100043064,0.00003745959],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016034005,0.00022694444,0.00019360837,0.0003381641,0.00012747783,0.00030346628,0.00011147712,0.00016514605,0.0004916574],"category_scores_gemma":[0.00057802565,0.00012788728,0.00014808353,0.00018074438,0.00021765605,0.0001668886,0.00012321315,0.00012595525,0.000080156],"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":[0.00053199776,0.00007077059,0.05506616,0.00010915245,0.000037260706,0.000627764,0.00017651518,0.012705804,0.91700214,0.00006423679,0.000057082845,0.013551144],"study_design_scores_gemma":[0.000031039574,0.0010262342,0.3414867,0.000016090455,0.00006129628,0.00030718502,0.00037925813,0.017927054,0.63801795,0.00009331852,0.00061920926,0.000034781413],"about_ca_topic_score_codex":0.0033471866,"about_ca_topic_score_gemma":0.004821105,"teacher_disagreement_score":0.0033471866,"about_ca_system_score_codex":0.00026106086,"about_ca_system_score_gemma":0.00016898372,"threshold_uncertainty_score":0.006655395},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99939835,0.0000375449,0.00044320818,0.0000044118265,0.000001005297,0.000005532478,0.000025450176,0.000012688993,0.00007186762],"genre_scores_gemma":[0.9987923,0.00009226594,0.0006915746,0.0000072730954,0.0000015652317,0.00001035509,0.000055399778,0.000004081366,0.0003451297],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9999074,0.000010888761,0.0000063433436,0.000021989148,0.000026131893,0.000027279168],"domain_scores_gemma":[0.9999007,0.000020526557,0.00003968899,0.0000057855095,0.000015513242,0.000017747592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013180888,0.00030476696,0.00019399068,0.00017772785,0.00018158508,0.00029922984,0.0001831183,0.00017979486,0.00035340944],"category_scores_gemma":[0.0002051913,0.00012836058,0.00012670706,0.0001838447,0.00030130128,0.00019650257,0.00022158766,0.00015925488,0.000059221922],"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":[0.00020119411,0.000022284508,0.0008098671,0.000024699963,0.0000036243166,0.000020987569,0.00003242887,0.000300518,0.9970638,0.000018061852,0.000008424225,0.0014941691],"study_design_scores_gemma":[0.000023834049,0.0004815373,0.006156947,0.0000021887972,0.000010953039,0.000019837458,0.000035131412,0.0017905935,0.9912226,0.000016458414,0.00023376525,0.000006052403],"about_ca_topic_score_codex":0.0027238724,"about_ca_topic_score_gemma":0.0046489565,"teacher_disagreement_score":0.0027238724,"about_ca_system_score_codex":0.00024646116,"about_ca_system_score_gemma":0.0002790228,"threshold_uncertainty_score":0.0054160357},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9761633,0.00030041055,0.0022532758,0.00014434475,0.00002411346,0.00022597684,0.003528968,0.00023335098,0.017126309],"genre_scores_gemma":[0.9764424,0.00033762536,0.005721653,0.000043789347,0.000004884768,0.00007016355,0.0021183265,0.000033391072,0.015227867],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997806,0.000005754249,0.0000047181056,0.000058261918,0.000116989766,0.00003360093],"domain_scores_gemma":[0.99974793,0.0000077584955,0.000014435073,0.0000056439144,0.00019337544,0.00003078883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000118060736,0.0004937022,0.0001833407,0.0006937016,0.0014477879,0.00042324277,0.0006191042,0.00019242353,0.0023817397],"category_scores_gemma":[0.00022874863,0.00020492228,0.00013217248,0.0008038365,0.0002514446,0.00014467588,0.0002281044,0.00021278222,0.00047572053],"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":[0.0010020467,0.00035258173,0.49400952,0.00035763238,0.00010279097,0.0022849508,0.0033680936,0.008985288,0.36163265,0.0006900319,0.013159748,0.1140547],"study_design_scores_gemma":[0.000032852244,0.00019303734,0.931809,0.00005197547,0.0000359561,0.00019946799,0.0019578633,0.010729556,0.03822302,0.000043274656,0.016680012,0.00004385631],"about_ca_topic_score_codex":0.9116241,"about_ca_topic_score_gemma":0.9744183,"teacher_disagreement_score":0.088375926,"about_ca_system_score_codex":0.0049264967,"about_ca_system_score_gemma":0.0054299887,"threshold_uncertainty_score":0.17779273},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98716414,0.00011632965,0.007705841,0.000012921264,0.0000024871129,0.000078311095,0.0019950154,0.00021638932,0.0027084558],"genre_scores_gemma":[0.9924297,0.00008674179,0.0041645397,0.00000277601,0.0000014724084,0.000039822935,0.0023518286,0.0000241855,0.0008989677],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9995926,0.00003174177,0.00003883816,0.000068330424,0.00022930201,0.00003925758],"domain_scores_gemma":[0.99819773,0.00064172,0.0003002899,0.00015519682,0.0006284782,0.00007648324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064923585,0.0005153961,0.00028095036,0.0043012397,0.00030314416,0.00034113647,0.00058080984,0.0002596029,0.0034606203],"category_scores_gemma":[0.0046123536,0.00019656256,0.00032163734,0.00095377164,0.00040158094,0.00038907237,0.0004084473,0.0002530596,0.0005332741],"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":[0.0010899134,0.00026350826,0.58673704,0.0005623011,0.00018117274,0.0031023987,0.0018176712,0.0831264,0.103766985,0.0012002748,0.0023998434,0.21575251],"study_design_scores_gemma":[0.0000370579,0.000969237,0.79584646,0.00007876486,0.00015113603,0.0033800541,0.0005089806,0.07792813,0.11538112,0.0008716725,0.0047050184,0.0001423227],"about_ca_topic_score_codex":0.013394615,"about_ca_topic_score_gemma":0.025128586,"teacher_disagreement_score":0.013394615,"about_ca_system_score_codex":0.0007037702,"about_ca_system_score_gemma":0.00037284114,"threshold_uncertainty_score":0.026633322},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99912816,0.0002286778,0.00014723449,0.000010154161,0.0000033504068,0.0000051928655,0.00008781541,0.000009475421,0.00038009175],"genre_scores_gemma":[0.9988865,0.00015412722,0.00014331014,0.000009693414,0.0000020101172,0.0000044757116,0.00012976326,0.0000060348825,0.00066406163],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998202,0.00002835488,0.000012179149,0.000023081768,0.000073353,0.000042949712],"domain_scores_gemma":[0.9995968,0.00007628093,0.00010078228,0.0000254225,0.00011773455,0.00008296253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024439936,0.00032114095,0.00027057898,0.00045622242,0.00018666753,0.00025627628,0.00013882027,0.00020428162,0.0011598471],"category_scores_gemma":[0.00048519723,0.0001942876,0.00019763979,0.00024799732,0.00025804012,0.00015659738,0.00014144277,0.0003019477,0.00018959028],"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":[0.0003124178,0.000020226447,0.0030591234,0.00005815705,0.000019714855,0.00009144294,0.000121631194,0.00030275807,0.994334,0.000024481307,0.00002336319,0.001632724],"study_design_scores_gemma":[0.000013909055,0.00108967,0.08559008,0.000014160114,0.000037729023,0.00021073663,0.0002243716,0.0009749824,0.91091824,0.00003967206,0.000866737,0.000019743018],"about_ca_topic_score_codex":0.003344898,"about_ca_topic_score_gemma":0.0044026994,"teacher_disagreement_score":0.003344898,"about_ca_system_score_codex":0.00025197066,"about_ca_system_score_gemma":0.00023264556,"threshold_uncertainty_score":0.006650865},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0042735483,0.00021010892,0.9903467,0.00002820905,0.000019840583,0.000018165634,0.000026476811,0.00009696219,0.0049799983],"genre_scores_gemma":[0.5848548,0.0015450371,0.38696188,0.00020169943,0.00016033907,0.00060017104,0.00033134586,0.00033932694,0.02500538],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99959,0.0000697149,0.00001995366,0.00005197959,0.0002189819,0.000049389364],"domain_scores_gemma":[0.9994659,0.0002211218,0.00004946751,0.00005640076,0.00017438224,0.000032788797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086853496,0.0008276666,0.00067411986,0.0013432014,0.0004860478,0.0011907371,0.0013362673,0.0008715924,0.00482351],"category_scores_gemma":[0.0015249831,0.00036141652,0.0011112991,0.00046876396,0.00077165494,0.00091562554,0.0014730836,0.0011608861,0.00136936],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008102214,0.000074722,0.0012519548,0.00040903356,0.000081939135,0.00044477987,0.00034840827,0.5362556,0.056351744,0.31302282,0.002767169,0.088910796],"study_design_scores_gemma":[0.0000029292194,0.000021147982,0.0001532342,0.000028735649,0.000007707447,0.000042713826,0.00001937094,0.9728204,0.002390047,0.022098696,0.0024032234,0.000011821089],"about_ca_topic_score_codex":0.001252449,"about_ca_topic_score_gemma":0.0010024713,"teacher_disagreement_score":0.00482351,"about_ca_system_score_codex":0.00041960314,"about_ca_system_score_gemma":0.0006584853,"threshold_uncertainty_score":0.016136229},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955106,0.000024299252,0.0032859663,0.000010483421,0.000004107132,0.000011983007,0.000042433647,0.00006905637,0.0010410158],"genre_scores_gemma":[0.99901605,0.000025417596,0.00060438586,0.0000029022474,0.0000016091707,0.0000048526017,0.000022063674,0.0000052549203,0.0003173552],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99974376,0.000023157698,0.000008734046,0.00003671788,0.00015779467,0.000029902258],"domain_scores_gemma":[0.9993824,0.00029121106,0.0000948243,0.000062365645,0.00012901037,0.000040148418],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002658369,0.0004241386,0.00020636599,0.00075595436,0.00025957936,0.00028617855,0.00051448436,0.00041860447,0.001534888],"category_scores_gemma":[0.0010425136,0.00018347256,0.00017265123,0.00037961465,0.0007328343,0.00046876867,0.00035336884,0.00028770367,0.00018086989],"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":[0.0010041291,0.00018628378,0.05847768,0.0001865926,0.000028694265,0.0021223847,0.0009826315,0.122531176,0.7255688,0.0014958256,0.00042876473,0.08698714],"study_design_scores_gemma":[0.00002647578,0.0006159183,0.15052778,0.000021284033,0.00003217372,0.0003737415,0.0006638254,0.48096055,0.3655983,0.0004504264,0.0006697095,0.000059873626],"about_ca_topic_score_codex":0.003382177,"about_ca_topic_score_gemma":0.005670583,"teacher_disagreement_score":0.003382177,"about_ca_system_score_codex":0.0003389177,"about_ca_system_score_gemma":0.000260117,"threshold_uncertainty_score":0.0067249537},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8925857,0.0001644223,0.10533771,0.000031216226,0.000015651915,0.000018384568,0.000055227723,0.00019344437,0.0015983173],"genre_scores_gemma":[0.9958118,0.00009008591,0.0036908865,0.000002479602,0.000005126231,0.0000075077064,0.000015216779,0.000012569015,0.00036426543],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998474,0.00002614523,0.0000045733464,0.000019371613,0.000083214596,0.000019343164],"domain_scores_gemma":[0.99971443,0.00016534644,0.000047432495,0.000022213955,0.000033132328,0.000017428783],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002117026,0.00028086602,0.00035629168,0.00032581892,0.0001634608,0.00037980182,0.00023700827,0.00023587997,0.0006436157],"category_scores_gemma":[0.0006539988,0.00015679955,0.00017718284,0.00030211586,0.0006695132,0.00031467338,0.00039247068,0.00022788247,0.00007451408],"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":[0.00043702536,0.000038564962,0.0060661454,0.00029550077,0.000034518507,0.0017822463,0.00033998958,0.08474342,0.8370703,0.0032549181,0.00014607549,0.06579127],"study_design_scores_gemma":[0.000037735914,0.000580439,0.034509517,0.0000253796,0.000048028178,0.0010653804,0.00021894698,0.4702137,0.49037713,0.0016043943,0.001273206,0.000046113866],"about_ca_topic_score_codex":0.00043255478,"about_ca_topic_score_gemma":0.0003848589,"teacher_disagreement_score":0.0006436157,"about_ca_system_score_codex":0.00013299489,"about_ca_system_score_gemma":0.0001778623,"threshold_uncertainty_score":0.0021530986},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986628,0.000038664657,0.00013554857,0.0000113687,0.0000018790988,0.0000062690647,0.0000981442,0.0000037433047,0.0010416113],"genre_scores_gemma":[0.9994236,0.00003125525,0.00016714382,0.0000034654875,0.0000019410577,0.0000033919735,0.00007007046,0.0000011282068,0.0002981119],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998117,0.000019175723,0.00002447682,0.000049908424,0.000041375813,0.00005340725],"domain_scores_gemma":[0.99967384,0.000069048656,0.00007279129,0.000022697288,0.00011215563,0.00004946167],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017024146,0.00023927358,0.00030738916,0.0022254824,0.0010254683,0.0010028926,0.00043962747,0.0004023224,0.00092243287],"category_scores_gemma":[0.00040759548,0.0003023259,0.00021183162,0.0029611136,0.0008567178,0.00044891238,0.0007764964,0.00033739096,0.00017019878],"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":[0.00038424073,0.0002506825,0.9205374,0.00020368626,0.00008766998,0.0029460604,0.007471681,0.00627722,0.029552264,0.0015835933,0.00025128303,0.030454269],"study_design_scores_gemma":[0.000005511374,0.00008090908,0.9901766,0.000013030645,0.00002737496,0.00049491826,0.0053291684,0.001785912,0.0010687554,0.00018273511,0.0008213373,0.000013759061],"about_ca_topic_score_codex":0.017178303,"about_ca_topic_score_gemma":0.06408373,"teacher_disagreement_score":0.017178303,"about_ca_system_score_codex":0.0005511425,"about_ca_system_score_gemma":0.00078548555,"threshold_uncertainty_score":0.03415662},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99914217,0.00003535568,0.0006080683,0.0000032574455,0.0000021487692,0.0000015172153,0.000018366054,0.000009676477,0.0001795335],"genre_scores_gemma":[0.99940014,0.000023688392,0.00024323582,0.0000027484375,7.26882e-7,0.0000020552911,0.000033056873,0.0000034985562,0.00029077913],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998258,0.000011527819,0.000007637276,0.00003692781,0.0000661147,0.000052023195],"domain_scores_gemma":[0.9998659,0.00003289026,0.00003625551,0.000016934959,0.000032382228,0.000015636815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024032072,0.0002167903,0.00045417258,0.00031002413,0.00029562265,0.00033297166,0.00027060093,0.0003956495,0.0011687829],"category_scores_gemma":[0.0003321239,0.00015755762,0.0003717244,0.00026666114,0.00034258678,0.00032522433,0.00033112423,0.00017766297,0.00014749532],"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":[0.0010589589,0.0001551899,0.024471546,0.00013606597,0.000047542915,0.0012720209,0.0006965212,0.041140515,0.913862,0.00028013551,0.00017231987,0.01670725],"study_design_scores_gemma":[0.000023440423,0.001558752,0.22222352,0.000029292483,0.0001230372,0.0005231545,0.001794342,0.14856377,0.6234046,0.0002755105,0.0014125018,0.00006806083],"about_ca_topic_score_codex":0.0027739462,"about_ca_topic_score_gemma":0.0054674307,"teacher_disagreement_score":0.0027739462,"about_ca_system_score_codex":0.00022299669,"about_ca_system_score_gemma":0.00016613539,"threshold_uncertainty_score":0.0055155754},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99883753,0.00036012882,0.00039582356,0.000008185206,0.000005415289,0.000007099707,0.0000581145,0.000013655214,0.0003140936],"genre_scores_gemma":[0.9967378,0.00031352212,0.0018282536,0.000014081873,0.00000292808,0.000007923683,0.00014706065,0.000013521717,0.00093482126],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998118,0.000035737474,0.000013836291,0.000048868213,0.000050266543,0.000039423852],"domain_scores_gemma":[0.99967,0.00012051951,0.00006925051,0.000017796407,0.00006408133,0.00005827976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026795708,0.00038038823,0.00021796465,0.0003457489,0.00011384338,0.00031361138,0.00017279977,0.00033353627,0.00076494814],"category_scores_gemma":[0.0004485757,0.00016711377,0.00023167075,0.00033657925,0.00023600055,0.00028114437,0.00016175404,0.00028813328,0.0001157136],"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":[0.00009580039,0.000007467608,0.00015646825,0.000041091513,0.000003705113,0.000026747735,0.000014176261,0.0001159355,0.99905604,0.000010758792,0.0000036718227,0.00046817595],"study_design_scores_gemma":[0.0000036263855,0.00023407389,0.0031856294,0.00000808459,0.000010293035,0.000039882878,0.000027564747,0.0005724797,0.9957111,0.0000071713266,0.00019523353,0.000004826489],"about_ca_topic_score_codex":0.00077692943,"about_ca_topic_score_gemma":0.0025336866,"teacher_disagreement_score":0.00077692943,"about_ca_system_score_codex":0.00018995618,"about_ca_system_score_gemma":0.00013833017,"threshold_uncertainty_score":0.0025589466},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6420299,0.0013406245,0.34671915,0.00008080984,0.00007004515,0.00019412412,0.0007513966,0.0005593758,0.0082546035],"genre_scores_gemma":[0.9607937,0.00033562438,0.036753666,0.000006583965,0.0000075770718,0.000079075086,0.0002282323,0.0000766683,0.0017187893],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99935406,0.0000805,0.00003201861,0.00010291376,0.00038294846,0.000047616413],"domain_scores_gemma":[0.99715674,0.0016414858,0.00034929573,0.00023378148,0.00057917443,0.00003964244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00097540807,0.00047687916,0.00042694388,0.0021139807,0.0002806607,0.00028812943,0.0005881217,0.00025884883,0.0023444658],"category_scores_gemma":[0.004564239,0.00015973195,0.00035587294,0.0013604362,0.00058824115,0.0005058434,0.00029966148,0.00033592433,0.0004325195],"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":[0.00068171887,0.00010206395,0.06229974,0.0010011129,0.00006810579,0.0004484563,0.0009932122,0.05411311,0.3681472,0.00822315,0.0018844783,0.5020376],"study_design_scores_gemma":[0.00003333717,0.0009963601,0.18634613,0.00009411672,0.00012485623,0.0016540274,0.0005001131,0.21044363,0.58067536,0.004222845,0.014644252,0.00026490382],"about_ca_topic_score_codex":0.00361472,"about_ca_topic_score_gemma":0.0077793254,"teacher_disagreement_score":0.00361472,"about_ca_system_score_codex":0.0007749087,"about_ca_system_score_gemma":0.0006768384,"threshold_uncertainty_score":0.007843018},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9865378,0.00004383892,0.011516087,0.00003086696,0.000006714318,0.000017524779,0.000067750276,0.00008803381,0.0016913553],"genre_scores_gemma":[0.995862,0.000025688438,0.0036492134,0.0000044564567,9.70105e-7,0.000015063984,0.000039466035,0.0000070551173,0.00039617918],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986947,0.000030311769,0.000009580029,0.000020361405,0.000038186998,0.00003216523],"domain_scores_gemma":[0.999328,0.0003611304,0.000099765566,0.00007042739,0.00009154165,0.00004928158],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035311544,0.00036556963,0.00040860288,0.0003736043,0.0003240618,0.0004913019,0.0005564773,0.0009237596,0.0008341495],"category_scores_gemma":[0.001261709,0.00028688417,0.0003441207,0.0003612319,0.000610074,0.00036068974,0.00035890765,0.00030613536,0.000118257805],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006636589,0.000054125463,0.0037866961,0.000034399025,0.0000104485935,0.00015540537,0.000078602694,0.9776334,0.014105429,0.00085482915,0.000059193844,0.0031610527],"study_design_scores_gemma":[0.000010478367,0.00005103022,0.0009109261,0.000005004251,0.000004142044,0.000015117685,0.000025586296,0.9957332,0.0030751878,0.000086048516,0.00007717106,0.0000062103113],"about_ca_topic_score_codex":0.006539376,"about_ca_topic_score_gemma":0.004629386,"teacher_disagreement_score":0.006539376,"about_ca_system_score_codex":0.00055832055,"about_ca_system_score_gemma":0.0005820495,"threshold_uncertainty_score":0.013002634},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99871635,0.00016175832,0.0005964317,0.00000714076,0.0000019551692,0.000013132929,0.00010304739,0.00002289325,0.00037743902],"genre_scores_gemma":[0.9982717,0.00010971074,0.0008919029,0.0000083016475,0.0000016047653,0.000012023384,0.00014222655,0.000010131331,0.0005523686],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995466,0.000055994286,0.000047699763,0.000099808036,0.00019086567,0.000059002323],"domain_scores_gemma":[0.99951935,0.000097430595,0.00014534986,0.00003538954,0.00014303229,0.000059452006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003420532,0.00042266233,0.00031733143,0.0006596379,0.00023517551,0.00034421188,0.00020955574,0.00030562357,0.0014669208],"category_scores_gemma":[0.000514314,0.00031172,0.00024358493,0.00035273994,0.00031996623,0.0002874761,0.00030109135,0.00030442022,0.00028902665],"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":[0.00031309668,0.000023264742,0.0028163365,0.00004639029,0.00002037092,0.00009674636,0.00007495097,0.0006808242,0.9932707,0.000017574199,0.0000151243985,0.0026246435],"study_design_scores_gemma":[0.000011030452,0.0010764963,0.030128932,0.000009392918,0.000028706036,0.00015076877,0.00018639007,0.0025786005,0.9651356,0.000018003342,0.000661271,0.000014789076],"about_ca_topic_score_codex":0.001702417,"about_ca_topic_score_gemma":0.0038033233,"teacher_disagreement_score":0.001702417,"about_ca_system_score_codex":0.00024463693,"about_ca_system_score_gemma":0.00018548661,"threshold_uncertainty_score":0.0049073696},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99971825,0.000024821664,0.00015338024,0.0000012504784,0.0000013974876,0.0000019749125,0.000011561963,0.0000057795787,0.00008152716],"genre_scores_gemma":[0.99934345,0.000026148982,0.00033885735,0.000002998374,8.318525e-7,0.000002282653,0.00004139341,0.000003878697,0.00024019844],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978095,0.000019703868,0.000017600421,0.000046304245,0.000082968094,0.00005247249],"domain_scores_gemma":[0.9995197,0.00008809884,0.00013436121,0.00004414705,0.0001088496,0.00010474175],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019050411,0.0004179191,0.00026260084,0.0003194916,0.00020464756,0.00025789646,0.00021214633,0.00024351223,0.0009420382],"category_scores_gemma":[0.00048805203,0.00020877457,0.00016185711,0.00016923978,0.000271398,0.00021497974,0.00036334613,0.00018674889,0.00015614158],"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":[0.0002619765,0.00003978979,0.0020971447,0.00003554716,0.000012357044,0.000051523744,0.0000607255,0.0004891326,0.99544203,0.000011030791,0.0000070649453,0.0014916186],"study_design_scores_gemma":[0.000016516218,0.0018062657,0.01737145,0.000009195097,0.000041241216,0.00013527027,0.0001447426,0.0013961846,0.97869235,0.000013419397,0.00036205727,0.000011309019],"about_ca_topic_score_codex":0.0015065547,"about_ca_topic_score_gemma":0.0040197186,"teacher_disagreement_score":0.0015065547,"about_ca_system_score_codex":0.00019495473,"about_ca_system_score_gemma":0.00019123117,"threshold_uncertainty_score":0.0031514764},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98725665,0.000021899366,0.011116395,0.00001041338,0.000008084242,0.00004112409,0.0000779832,0.00012798095,0.0013395933],"genre_scores_gemma":[0.9849818,0.000030711886,0.013107869,0.0000074429586,0.000001639365,0.000035444897,0.00012583086,0.000019964906,0.0016893141],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971265,0.000048351973,0.000020389047,0.000042840864,0.00013049903,0.00004527556],"domain_scores_gemma":[0.99961436,0.00003599043,0.000069060414,0.00007368106,0.00013890846,0.00006784996],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035042438,0.00043781055,0.00033491178,0.00036323653,0.00019253072,0.0003361614,0.0005052901,0.0003745256,0.0009568904],"category_scores_gemma":[0.00041297937,0.00023278315,0.00026117338,0.00021053811,0.00028541888,0.00015331163,0.00026649947,0.00015099096,0.00046083427],"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":[0.0013570553,0.00048606333,0.03154658,0.00034333544,0.000056891495,0.0009667123,0.0002694795,0.16504921,0.7405269,0.0007650223,0.00082106114,0.057811663],"study_design_scores_gemma":[0.00029877407,0.009962568,0.25741425,0.000057383768,0.00013868813,0.0007684251,0.00067773514,0.29124603,0.43311957,0.00024218178,0.005912433,0.00016188096],"about_ca_topic_score_codex":0.0016191422,"about_ca_topic_score_gemma":0.003870492,"teacher_disagreement_score":0.0016191422,"about_ca_system_score_codex":0.00026908686,"about_ca_system_score_gemma":0.00048156045,"threshold_uncertainty_score":0.0032194853},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994205,0.000024070414,0.00033740298,0.0000020013497,0.0000022532981,0.0000037617178,0.000025110512,0.000011444775,0.00017344074],"genre_scores_gemma":[0.9991436,0.000035603138,0.00040997882,0.0000018992856,9.345194e-7,0.0000028289237,0.000048542184,0.0000029103403,0.00035364064],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979895,0.000019690358,0.0000136349245,0.000049299826,0.0000710584,0.000047417732],"domain_scores_gemma":[0.9997247,0.000052428968,0.000052619114,0.00004256896,0.0000679927,0.00005957309],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017354761,0.00055406755,0.00042451234,0.00032301337,0.00025460508,0.00026705113,0.00040167224,0.00029080364,0.0014298136],"category_scores_gemma":[0.00043503256,0.0001405947,0.00017804452,0.0002687351,0.00026491162,0.00019710777,0.00038367708,0.00016337044,0.00023768467],"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":[0.001048193,0.00019361841,0.0048908647,0.00011569656,0.00003689483,0.0003341413,0.00014907165,0.019422093,0.9625213,0.00008051666,0.000045194014,0.011162459],"study_design_scores_gemma":[0.00006240771,0.008107315,0.035693362,0.000020322586,0.00008853443,0.00023291283,0.00038004704,0.03764828,0.91638184,0.000109452085,0.0012423143,0.000033343582],"about_ca_topic_score_codex":0.0024341343,"about_ca_topic_score_gemma":0.0032890378,"teacher_disagreement_score":0.0024341343,"about_ca_system_score_codex":0.00019427798,"about_ca_system_score_gemma":0.00019754333,"threshold_uncertainty_score":0.0048399568},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94308394,0.00010588733,0.05173324,0.000076441305,0.000016956843,0.000045458044,0.00016972158,0.00013180442,0.0046365014],"genre_scores_gemma":[0.9918977,0.00007012722,0.00655138,0.0000069577077,0.0000022854285,0.00002817192,0.00006799298,0.000014089661,0.001361379],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987185,0.000024760266,0.000008449803,0.000024251553,0.000041200517,0.000029368795],"domain_scores_gemma":[0.99983203,0.0000770519,0.00002582683,0.000017613476,0.00003332005,0.000014053754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022810746,0.0004252051,0.0004653687,0.0005568747,0.00042602528,0.0007386883,0.0007049949,0.0009904164,0.0011666429],"category_scores_gemma":[0.0004996872,0.00031392218,0.00043641802,0.00048559555,0.00080300507,0.00036240913,0.00046943876,0.00028642802,0.0001528358],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032909407,0.00003173235,0.0026649784,0.000034320838,0.000008627438,0.00014485195,0.000055975608,0.98444724,0.009115081,0.0004787142,0.000053033295,0.0029325234],"study_design_scores_gemma":[0.000007681193,0.000032585955,0.0011833606,0.000004647798,0.0000061099045,0.000024928062,0.000056447512,0.99663603,0.0017148068,0.00013214943,0.00019600954,0.0000052186824],"about_ca_topic_score_codex":0.01627733,"about_ca_topic_score_gemma":0.01634255,"teacher_disagreement_score":0.01627733,"about_ca_system_score_codex":0.00063660246,"about_ca_system_score_gemma":0.0010084963,"threshold_uncertainty_score":0.032365203},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9332727,0.0019431871,0.041800458,0.00068306935,0.0000419182,0.00004772011,0.00012553383,0.00012699032,0.021958366],"genre_scores_gemma":[0.9940982,0.00038976484,0.0013262454,0.0000169532,0.000012357923,0.00001162016,0.000023947847,0.000015366224,0.0041055987],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982685,0.000035055065,0.000012324488,0.000032566466,0.000056302128,0.000036973765],"domain_scores_gemma":[0.99976534,0.00008766492,0.000068310954,0.000027326818,0.000028701337,0.000022620596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029031554,0.00023285327,0.00038951193,0.00078066794,0.0007735592,0.00110585,0.001021673,0.001105851,0.0025348773],"category_scores_gemma":[0.000789372,0.00041840103,0.00046858995,0.0004737624,0.0021988866,0.0009700611,0.0007129904,0.00042554288,0.0002610479],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017736758,0.00014889115,0.012039039,0.0002140751,0.00003592611,0.0028214843,0.0012648333,0.7983369,0.045767352,0.12223724,0.0010172708,0.015939621],"study_design_scores_gemma":[0.000023318378,0.00012097097,0.012353987,0.00003337115,0.000012568037,0.00056906685,0.00067097653,0.95163906,0.004838519,0.026879635,0.0027981428,0.000060342347],"about_ca_topic_score_codex":0.0058153155,"about_ca_topic_score_gemma":0.004070275,"teacher_disagreement_score":0.0058153155,"about_ca_system_score_codex":0.0007327198,"about_ca_system_score_gemma":0.00037653808,"threshold_uncertainty_score":0.011562943},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77954096,0.05655768,0.10106819,0.016000876,0.000791616,0.00013734993,0.0001322694,0.0007461724,0.045024917],"genre_scores_gemma":[0.93767077,0.017569274,0.035734404,0.00056239957,0.00015094642,0.000026713975,0.000036597765,0.00014603088,0.008102985],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9983657,0.00057283626,0.00013820357,0.00016067053,0.00067129184,0.00009141034],"domain_scores_gemma":[0.99727553,0.0011476609,0.00039216157,0.00056880864,0.0005138689,0.00010202592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00375508,0.00051906635,0.00033249427,0.00061029993,0.0005411165,0.0016537043,0.0010366075,0.0007671941,0.0010781679],"category_scores_gemma":[0.0039180154,0.00030004114,0.0003090703,0.00042257656,0.002381606,0.0014998484,0.0009788022,0.0010795194,0.00062428316],"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":[0.00037586896,0.00023685806,0.039171405,0.002685601,0.00019429119,0.0019380505,0.00377732,0.02589591,0.07181572,0.040453978,0.00665396,0.8068011],"study_design_scores_gemma":[0.000089121546,0.0036051758,0.06578203,0.0031803246,0.00018827667,0.010621676,0.011051002,0.017573811,0.29312003,0.03297992,0.56137925,0.0004293647],"about_ca_topic_score_codex":0.0024490792,"about_ca_topic_score_gemma":0.007867638,"teacher_disagreement_score":0.00375508,"about_ca_system_score_codex":0.00052947016,"about_ca_system_score_gemma":0.000584925,"threshold_uncertainty_score":0.019859016},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97206116,0.00009307947,0.026774505,0.000039684448,0.000006978397,0.000019924928,0.000044726552,0.00014569906,0.0008142371],"genre_scores_gemma":[0.9950081,0.000051423445,0.004577008,0.00000853532,0.000002621929,0.000011242956,0.000052762793,0.000012166369,0.00027613476],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997452,0.00009475393,0.000020532176,0.000040195293,0.000068062865,0.00003133976],"domain_scores_gemma":[0.9986216,0.00083947764,0.00021230298,0.00011683019,0.00015291275,0.000057008798],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00068715925,0.00085926615,0.00041169793,0.00037224608,0.00019774081,0.0005840907,0.00039221314,0.00063827645,0.0003605909],"category_scores_gemma":[0.0029406755,0.00037668025,0.00051703956,0.0001679284,0.00036470653,0.000696677,0.00035690513,0.00033907188,0.00014070587],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020639885,0.00006742392,0.01678475,0.000040896153,0.00003927686,0.00012092635,0.00004189098,0.95091146,0.021531964,0.0001725389,0.000043602202,0.0100388415],"study_design_scores_gemma":[0.00000739528,0.00019916755,0.003938132,0.000006561434,0.000017725202,0.000044232173,0.000022481498,0.98793703,0.007676349,0.00006320535,0.00007675452,0.000010982699],"about_ca_topic_score_codex":0.0098840585,"about_ca_topic_score_gemma":0.01104872,"teacher_disagreement_score":0.0098840585,"about_ca_system_score_codex":0.0003440316,"about_ca_system_score_gemma":0.0006185383,"threshold_uncertainty_score":0.019653082},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969194,0.000060211056,0.0025013646,0.000012233225,0.000011046213,0.000030008514,0.00008321156,0.000034842305,0.0003477092],"genre_scores_gemma":[0.9967914,0.00008438594,0.0023879567,0.000006925156,0.0000093336685,0.000026403623,0.00009711224,0.000011227748,0.00058521295],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99947506,0.00006755069,0.000033056138,0.0000954479,0.0002142104,0.00011478767],"domain_scores_gemma":[0.9987306,0.00046178405,0.00019641193,0.0002262044,0.00028298292,0.00010200023],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006020522,0.0005109658,0.00054501084,0.00034412855,0.00050630065,0.00019954276,0.00055921846,0.00050658715,0.0024842694],"category_scores_gemma":[0.0013198296,0.00023386275,0.00020587623,0.00032141263,0.0008529262,0.00036411991,0.0005706028,0.00040968516,0.00030774865],"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":[0.00065232185,0.00017730061,0.0013920096,0.00011207363,0.0000060270327,0.00021930439,0.00019421976,0.0014558393,0.9928323,0.00018150276,0.000055749853,0.0027213513],"study_design_scores_gemma":[0.0000988089,0.0056603877,0.014896355,0.00001430719,0.000016021535,0.00017670821,0.00020888222,0.005710193,0.9720915,0.000070145164,0.0010321719,0.000024533938],"about_ca_topic_score_codex":0.00042441665,"about_ca_topic_score_gemma":0.00044654708,"teacher_disagreement_score":0.0024842694,"about_ca_system_score_codex":0.000153162,"about_ca_system_score_gemma":0.0002032147,"threshold_uncertainty_score":0.008310676},"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":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6453713,0.015903061,0.30634797,0.0029319588,0.0026605069,0.00014574669,0.00067545916,0.0006103202,0.02535372],"genre_scores_gemma":[0.9825577,0.0012446891,0.00784237,0.00012602122,0.00013693531,0.000024383218,0.00023744481,0.00008896295,0.007741482],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997801,0.000034227054,0.000012098024,0.000057936595,0.00007253362,0.00004304768],"domain_scores_gemma":[0.99974626,0.000038838756,0.000048175836,0.000035534966,0.00010668825,0.000024597972],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005191653,0.0004928591,0.00034879375,0.0012451113,0.00048694856,0.0011850648,0.0010142622,0.00078547874,0.0027145762],"category_scores_gemma":[0.0011598262,0.00029257566,0.0005463335,0.0010570982,0.0013232065,0.0018385848,0.00060096727,0.00094888255,0.00051681534],"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":[0.0010300169,0.0003528713,0.02227322,0.0010055647,0.00021606755,0.0032357245,0.0032565356,0.13303299,0.2068172,0.39928883,0.036945947,0.19254498],"study_design_scores_gemma":[0.00005715543,0.0004933781,0.039539732,0.00017689008,0.00014792834,0.0017457609,0.0013914532,0.70003945,0.073086314,0.13751677,0.04551398,0.00029115862],"about_ca_topic_score_codex":0.003773916,"about_ca_topic_score_gemma":0.002969417,"teacher_disagreement_score":0.003773916,"about_ca_system_score_codex":0.00044780795,"about_ca_system_score_gemma":0.00037201616,"threshold_uncertainty_score":0.009081185},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14713141,0.0002597203,0.8393664,0.00019790858,0.00016163693,0.000146252,0.001128856,0.002770289,0.008837533],"genre_scores_gemma":[0.7029005,0.00035935355,0.29199278,0.00013232404,0.000022606735,0.00023096106,0.00060206774,0.00036840868,0.003390897],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996153,0.000082018705,0.000040308296,0.00007125188,0.00017432765,0.00001682288],"domain_scores_gemma":[0.999173,0.00024894954,0.00021611378,0.0001706768,0.00017459884,0.000016711123],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056681794,0.0006047503,0.00018236853,0.0007352312,0.00015478772,0.0005565521,0.0005414875,0.00042367654,0.0034490298],"category_scores_gemma":[0.0025837633,0.00028400437,0.00013163328,0.0005218476,0.0004235723,0.00058459135,0.00028916885,0.0006710479,0.0017350602],"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":[0.00015626283,0.00018784741,0.010378447,0.00039798216,0.00002873479,0.00014346035,0.00023329501,0.01849515,0.7770968,0.006870181,0.002470746,0.18354106],"study_design_scores_gemma":[0.000012712165,0.0001887024,0.025577338,0.00005207213,0.000013153873,0.00040498876,0.00012325431,0.11559863,0.84389496,0.002501247,0.011553489,0.00007945369],"about_ca_topic_score_codex":0.0012253089,"about_ca_topic_score_gemma":0.0024955892,"teacher_disagreement_score":0.0034490298,"about_ca_system_score_codex":0.00019971121,"about_ca_system_score_gemma":0.00024233056,"threshold_uncertainty_score":0.011538148},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95560133,0.000055090015,0.040561423,0.00005028902,0.00001800652,0.000033008793,0.000032280477,0.00012388233,0.0035247223],"genre_scores_gemma":[0.9914478,0.00003555225,0.0063076257,0.000007741497,0.0000021840394,0.000022848919,0.00002593214,0.000012160932,0.0021382025],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998678,0.000023023416,0.000006412589,0.000019886022,0.000053245723,0.000029558452],"domain_scores_gemma":[0.9998561,0.000026726302,0.00003253774,0.000016677128,0.000030852952,0.000036999292],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024836836,0.00034603514,0.00039416377,0.00027256386,0.00057328725,0.0005165952,0.00073599815,0.0007682021,0.0013449801],"category_scores_gemma":[0.0003449385,0.00025113652,0.0002561285,0.00016536603,0.00044774546,0.00024861,0.0004476108,0.00027049385,0.00024648983],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041390452,0.00015638694,0.0032836027,0.00008555204,0.00004063681,0.00079162436,0.00018820004,0.73011833,0.24135235,0.0043142266,0.00027592567,0.018979156],"study_design_scores_gemma":[0.00005187289,0.001485076,0.008084971,0.00002403099,0.00007096163,0.00019687366,0.00022098084,0.9272548,0.060298122,0.00055016216,0.0017272661,0.0000349158],"about_ca_topic_score_codex":0.0026938745,"about_ca_topic_score_gemma":0.0028263733,"teacher_disagreement_score":0.0026938745,"about_ca_system_score_codex":0.00040397167,"about_ca_system_score_gemma":0.00087725505,"threshold_uncertainty_score":0.005356431},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7051414,0.00025476204,0.28940687,0.00028524335,0.00004239218,0.00037258683,0.0010053338,0.001761444,0.0017299161],"genre_scores_gemma":[0.9420933,0.000078787976,0.05610843,0.00004950393,0.0000100410025,0.000317343,0.0006791562,0.00010262863,0.0005608631],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9973513,0.0014642361,0.00018046025,0.00039823243,0.000485651,0.000120073004],"domain_scores_gemma":[0.96698236,0.028013619,0.0015045005,0.0008779441,0.0023975668,0.0002239226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.012795848,0.0009607207,0.0010857856,0.0015450021,0.00043908053,0.001236296,0.0018671004,0.0008865251,0.0010484657],"category_scores_gemma":[0.025631607,0.00044314665,0.0013216779,0.00094506104,0.00047854058,0.00091899186,0.0007264657,0.0009106147,0.00024389492],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013913566,0.00010873463,0.011135297,0.00006192134,0.00013640447,0.000036584494,0.00004126963,0.9766535,0.0007264848,0.00075303914,0.00018309438,0.010024596],"study_design_scores_gemma":[0.000005767652,0.00007991392,0.0015275168,0.0000041481794,0.000011963956,0.000005584057,0.000015339596,0.9976514,0.00029378608,0.0003200782,0.000078394776,0.000006184791],"about_ca_topic_score_codex":0.022786114,"about_ca_topic_score_gemma":0.015862837,"teacher_disagreement_score":0.022786114,"about_ca_system_score_codex":0.0018139543,"about_ca_system_score_gemma":0.0020376027,"threshold_uncertainty_score":0.067671716},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9920959,0.000061010593,0.0060453913,0.000026782227,0.000008471496,0.0000068210743,0.0004385377,0.00020052546,0.0011166146],"genre_scores_gemma":[0.9974183,0.000031504685,0.0017818093,0.0000047533485,0.0000012189706,0.000005848604,0.00049628055,0.000044186017,0.00021619993],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996656,0.00007297001,0.000026329977,0.00012796016,0.00006357715,0.000043545217],"domain_scores_gemma":[0.99914336,0.0002480291,0.00007482623,0.00018684528,0.00031669086,0.000030267636],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008528978,0.0005958967,0.00044077932,0.0005566765,0.0004041928,0.0005176843,0.0009335855,0.0006243938,0.0007181352],"category_scores_gemma":[0.0016790247,0.00038747813,0.000655033,0.0009025894,0.00028467312,0.00059054996,0.00025996476,0.00032165513,0.0001796141],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019639249,0.000107982036,0.06268421,0.000060608774,0.00009994747,0.00020036304,0.00015819908,0.9114654,0.00710372,0.000702265,0.0010468973,0.016173953],"study_design_scores_gemma":[0.00005235982,0.00006307571,0.05380828,0.000008492538,0.000110784764,0.000060333354,0.0001250791,0.9389835,0.005598753,0.00029561992,0.0008616579,0.00003219289],"about_ca_topic_score_codex":0.05887398,"about_ca_topic_score_gemma":0.039978545,"teacher_disagreement_score":0.05887398,"about_ca_system_score_codex":0.0009668597,"about_ca_system_score_gemma":0.00090699305,"threshold_uncertainty_score":0.11706257},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99919134,0.000017036158,0.000329588,0.000003984928,0.0000013740621,0.0000017447619,0.000048598795,0.000004274074,0.0004020503],"genre_scores_gemma":[0.99949265,0.000021203261,0.00012133669,9.3563693e-7,0.00000130843,0.0000012791787,0.000064976964,0.0000014662555,0.00029477663],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987864,0.00001128974,0.000007594333,0.00003110207,0.00004318552,0.000028221133],"domain_scores_gemma":[0.9998286,0.000025853527,0.000041742456,0.000013234051,0.00006377505,0.000026792835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014178522,0.00016482387,0.00018116554,0.00083207275,0.00031965217,0.00024261953,0.00016476118,0.00017576016,0.0012772998],"category_scores_gemma":[0.00035698546,0.00008895325,0.00019216811,0.00045983246,0.00022460603,0.00021887849,0.00019782002,0.000108233115,0.00016114688],"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":[0.0006349824,0.00011258456,0.6931295,0.00017514703,0.000060469367,0.003274177,0.0030791855,0.019852847,0.22760941,0.0010434134,0.00079810206,0.050230145],"study_design_scores_gemma":[0.000005851552,0.0002119128,0.9607398,0.000009622374,0.000018766048,0.0006621199,0.0011808512,0.02351372,0.012808139,0.00018694838,0.0006433768,0.000018937253],"about_ca_topic_score_codex":0.0033169799,"about_ca_topic_score_gemma":0.006103405,"teacher_disagreement_score":0.0033169799,"about_ca_system_score_codex":0.00016050128,"about_ca_system_score_gemma":0.00010397818,"threshold_uncertainty_score":0.0065953135},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984629,0.000046745085,0.000664956,0.000013572106,0.0000024370465,0.0000041438243,0.00055104366,0.000028386852,0.00022590556],"genre_scores_gemma":[0.9983841,0.00002175896,0.00031201923,0.000003374266,0.0000025749898,0.000005070942,0.001126774,0.000008094151,0.00013613897],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99926895,0.00011561007,0.0001148735,0.00017216717,0.0002317357,0.00009677839],"domain_scores_gemma":[0.9945017,0.0013769015,0.00072828255,0.0005717255,0.0025825105,0.00023891345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00088173844,0.0003824053,0.0004350834,0.0024246005,0.0004540295,0.00035649978,0.00044508305,0.00037139287,0.0005313972],"category_scores_gemma":[0.0033416187,0.0002594762,0.000516992,0.0017594043,0.00038041963,0.00047602557,0.00036631234,0.00022426878,0.00017150742],"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":[0.000535291,0.00024326456,0.9108036,0.00012710929,0.00021353716,0.0006556522,0.00070095045,0.048984017,0.009110645,0.00026484882,0.0014304891,0.026930502],"study_design_scores_gemma":[0.00002418068,0.00019325764,0.92908835,0.000011563235,0.00022857843,0.00027592367,0.0004353772,0.06371972,0.0050233863,0.0001300074,0.0008397828,0.00002983143],"about_ca_topic_score_codex":0.03424542,"about_ca_topic_score_gemma":0.043798756,"teacher_disagreement_score":0.03424542,"about_ca_system_score_codex":0.0008141672,"about_ca_system_score_gemma":0.00072530564,"threshold_uncertainty_score":0.06809223},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99917775,0.00005293258,0.00045417357,0.0000051961847,0.00000323333,0.000027641467,0.00005275529,0.000009199006,0.00021714634],"genre_scores_gemma":[0.9976775,0.00011321241,0.0014311512,0.000011751089,0.000002220698,0.000026192445,0.00014588397,0.0000069378984,0.00058516697],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99940586,0.00008860697,0.000046861976,0.00005966984,0.00027531676,0.00012373799],"domain_scores_gemma":[0.999171,0.00018443528,0.00017059704,0.000060309307,0.00031393222,0.00009977368],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008305134,0.0006457167,0.00033827487,0.00082954566,0.0007150597,0.0005194635,0.00054058165,0.00043303127,0.0010577071],"category_scores_gemma":[0.0011307993,0.0002504001,0.00028524478,0.00056256325,0.0005340185,0.0003558806,0.00041977712,0.00028331528,0.0002269464],"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":[0.0010560128,0.00033086305,0.037331216,0.00023862101,0.00005770962,0.0006369353,0.00066292187,0.004932667,0.93315065,0.00010427155,0.00013069157,0.021367423],"study_design_scores_gemma":[0.000043969565,0.006675255,0.11712489,0.000039054637,0.00008292109,0.0002565384,0.0015440923,0.0052941306,0.86731344,0.000055571287,0.0015380974,0.000032088177],"about_ca_topic_score_codex":0.010097429,"about_ca_topic_score_gemma":0.03768387,"teacher_disagreement_score":0.010097429,"about_ca_system_score_codex":0.0006970895,"about_ca_system_score_gemma":0.00069657643,"threshold_uncertainty_score":0.020077348},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963153,0.000027051457,0.0011035847,0.000014657675,0.0000022400675,0.00003698818,0.000083503335,0.00003335386,0.0023833837],"genre_scores_gemma":[0.9982925,0.00001592677,0.0012065895,0.000001909111,4.441401e-7,0.000009881698,0.0000422881,0.0000031863078,0.00042728224],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999665,0.000041318053,0.000021878783,0.00006682551,0.00014278354,0.00006220061],"domain_scores_gemma":[0.9995845,0.00007924439,0.000081642385,0.000115563664,0.00006239843,0.00007660235],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035965862,0.00038743162,0.00035713863,0.0010204925,0.0008711262,0.00048260912,0.00052894955,0.00046579368,0.0018560648],"category_scores_gemma":[0.0010389581,0.00022705419,0.00037819974,0.0011487205,0.0011094143,0.00032790643,0.0009566744,0.000252952,0.00030217925],"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":[0.0015189187,0.001027889,0.27217528,0.0009685609,0.00015163122,0.013849278,0.0050036437,0.30545172,0.2389593,0.009392687,0.0014160431,0.15008514],"study_design_scores_gemma":[0.00017001994,0.0022322084,0.5810464,0.00016000954,0.00015661163,0.0032868278,0.005151164,0.34054732,0.05099914,0.003828007,0.012263541,0.00015867501],"about_ca_topic_score_codex":0.036488272,"about_ca_topic_score_gemma":0.09401035,"teacher_disagreement_score":0.036488272,"about_ca_system_score_codex":0.0010804279,"about_ca_system_score_gemma":0.0009269481,"threshold_uncertainty_score":0.07255179},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0078492155,0.00030894123,0.98213136,0.00016766388,0.000098918295,0.000039197133,0.00009526897,0.000060723778,0.009248716],"genre_scores_gemma":[0.7088441,0.0012237277,0.2724873,0.00034380468,0.00037602306,0.0004936318,0.00036813275,0.00024005624,0.015623186],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999337,0.00016402044,0.000044765453,0.00014896183,0.00024084924,0.000064336724],"domain_scores_gemma":[0.99927706,0.00016370979,0.00007254346,0.00010995673,0.00033592095,0.000040842995],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009856899,0.00072862895,0.0008815558,0.0017057193,0.00054053764,0.000980442,0.002726485,0.0015554694,0.0037632252],"category_scores_gemma":[0.0022672822,0.00028997473,0.000648643,0.0008276189,0.0015273374,0.0021979022,0.0011794847,0.0011831637,0.00057917956],"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":[0.00003234416,0.000045193996,0.0005398663,0.000088258676,0.000022675176,0.00012477345,0.0000865833,0.38341188,0.003767672,0.5825527,0.0016046924,0.027723376],"study_design_scores_gemma":[0.000011254856,0.000046334786,0.00035189628,0.000021637998,0.000013080961,0.000051541385,0.000028319244,0.8195736,0.00042301053,0.17576535,0.0036928388,0.000021065294],"about_ca_topic_score_codex":0.0024982032,"about_ca_topic_score_gemma":0.0038719652,"teacher_disagreement_score":0.0037632252,"about_ca_system_score_codex":0.00069431245,"about_ca_system_score_gemma":0.0008627726,"threshold_uncertainty_score":0.012589276},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99529904,0.000026238728,0.0039857654,0.0000095443265,0.0000024933076,0.000019774663,0.00012686037,0.00007054462,0.00045973982],"genre_scores_gemma":[0.9975908,0.00003234995,0.0019929942,0.0000022826734,0.0000010889324,0.000010769458,0.00008414907,0.0000039597694,0.00028169763],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998969,0.000011396935,0.000005393531,0.000018511404,0.00004154763,0.000026273152],"domain_scores_gemma":[0.99970216,0.000107441454,0.00004333544,0.000043895387,0.00006447129,0.00003865141],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025947744,0.0005184598,0.0003918372,0.00080328673,0.00033478378,0.00022910681,0.00043243007,0.00044821517,0.0009474308],"category_scores_gemma":[0.00034480554,0.00026994175,0.00028792734,0.00047769945,0.0005866731,0.00036035912,0.00023208947,0.00021889019,0.00017698832],"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":[0.0008510215,0.00047403603,0.017112512,0.00032089234,0.00003948532,0.0007803862,0.00035735927,0.18311659,0.76674646,0.00051741314,0.00033966824,0.029344099],"study_design_scores_gemma":[0.00009717775,0.0024437697,0.08644982,0.000026841888,0.00007180323,0.0004939143,0.0008875983,0.51480854,0.3927069,0.0005359758,0.0013805627,0.00009705366],"about_ca_topic_score_codex":0.0015240271,"about_ca_topic_score_gemma":0.0025597601,"teacher_disagreement_score":0.0015240271,"about_ca_system_score_codex":0.00023887605,"about_ca_system_score_gemma":0.0002582934,"threshold_uncertainty_score":0.0031695366},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9850449,0.00052731804,0.013420501,0.000024670144,0.00003480913,0.000058492576,0.0000882177,0.000120916,0.00068015384],"genre_scores_gemma":[0.98676074,0.00025676546,0.011992583,0.00002937051,0.000014247024,0.00004883021,0.00016044024,0.00009827064,0.00063871266],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998516,0.0004996447,0.00018638548,0.00023255854,0.00046744966,0.00009790347],"domain_scores_gemma":[0.9960109,0.0021612383,0.000536963,0.0004220678,0.0007044359,0.00016437766],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014804538,0.0006730035,0.00038609802,0.00054497115,0.00022172736,0.00037063175,0.00029091234,0.00028371238,0.0020202394],"category_scores_gemma":[0.0049485844,0.00026554023,0.0001964316,0.00036945665,0.0003332343,0.00032251337,0.00051123207,0.00023067996,0.00043377682],"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":[0.0009562337,0.000109422625,0.007955914,0.00022615214,0.000033925233,0.00014506874,0.00019611185,0.00073656533,0.96953636,0.000046393914,0.00007146239,0.019986304],"study_design_scores_gemma":[0.00003377139,0.005270994,0.023485297,0.000033777444,0.000069151865,0.00047580234,0.00022931476,0.002457318,0.966455,0.000043517517,0.0014199457,0.000026191101],"about_ca_topic_score_codex":0.0004000575,"about_ca_topic_score_gemma":0.0013832374,"teacher_disagreement_score":0.0020202394,"about_ca_system_score_codex":0.00015044399,"about_ca_system_score_gemma":0.00016516558,"threshold_uncertainty_score":0.007829487},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9998159,0.000003407047,0.000070949085,0.0000042513298,0.0000019779402,8.4980064e-7,0.0000093056615,0.0000043377313,0.000089019966],"genre_scores_gemma":[0.99964595,0.0000043398495,0.00007785583,0.0000027806202,0.0000010831357,0.0000010876362,0.00002112865,0.000001355921,0.00024443335],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984384,0.000014159068,0.000008852249,0.000029914434,0.00004155744,0.00006163819],"domain_scores_gemma":[0.99970263,0.00006817587,0.000033445685,0.00002590103,0.000057932928,0.00011183352],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023377065,0.00032428929,0.00057501934,0.00042228986,0.0009677759,0.00035970268,0.0006354574,0.0010767971,0.0011460596],"category_scores_gemma":[0.00035582276,0.00026246396,0.0004872606,0.00023312075,0.00076311594,0.00024984946,0.0005534925,0.0003449994,0.00026170854],"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":[0.0069384114,0.0012142605,0.094235964,0.00013028723,0.0001742892,0.008505047,0.0015502602,0.05173434,0.81947243,0.0002875654,0.0005951574,0.015162032],"study_design_scores_gemma":[0.00025668778,0.009959855,0.66035587,0.000036518108,0.0003028601,0.001920012,0.004329028,0.18575966,0.1355583,0.000249571,0.0011200885,0.00015159782],"about_ca_topic_score_codex":0.0054108705,"about_ca_topic_score_gemma":0.0055783247,"teacher_disagreement_score":0.0054108705,"about_ca_system_score_codex":0.00022340316,"about_ca_system_score_gemma":0.0004971289,"threshold_uncertainty_score":0.010758758},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99933076,0.000056388402,0.00041629007,0.000004929645,9.4625534e-7,0.0000032441083,0.000015292002,0.00001271168,0.00015943692],"genre_scores_gemma":[0.99982905,0.000020140002,0.00007196918,0.0000016454626,5.465453e-7,0.0000013272019,0.000013757268,0.0000021239634,0.000059309466],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975795,0.000047461614,0.000015697698,0.000030570114,0.00009007603,0.000058213944],"domain_scores_gemma":[0.99918646,0.00032937428,0.00021289459,0.00006884684,0.00012620699,0.0000761823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017740075,0.00021044939,0.0001850441,0.00029362662,0.0003174646,0.00036570802,0.00013112291,0.00026371283,0.0006586871],"category_scores_gemma":[0.0012787727,0.00015925123,0.00015497571,0.00018630904,0.00056863145,0.000378917,0.0002467934,0.00015979045,0.0001021624],"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":[0.00063593383,0.000038160833,0.018326418,0.00011506607,0.000023287928,0.0005962361,0.00044466098,0.006849447,0.96307236,0.00008957057,0.000045416535,0.009763311],"study_design_scores_gemma":[0.000013706786,0.0020444295,0.16230775,0.000016178567,0.00003841609,0.0008557764,0.0005873232,0.012402895,0.8208982,0.00012663589,0.00067919487,0.000029431025],"about_ca_topic_score_codex":0.00096162874,"about_ca_topic_score_gemma":0.0012709064,"teacher_disagreement_score":0.00096162874,"about_ca_system_score_codex":0.00016086761,"about_ca_system_score_gemma":0.000121561825,"threshold_uncertainty_score":0.002203524},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9906035,0.00006784147,0.007962827,0.000012320082,0.000005385454,0.000008262215,0.00002042978,0.00017714774,0.001142137],"genre_scores_gemma":[0.99442965,0.000049221533,0.004587875,0.000009216817,0.0000024354983,0.0000040412747,0.000025123578,0.000015281486,0.0008771504],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998809,0.000020557065,0.000003530482,0.000011833558,0.0000446829,0.000038364324],"domain_scores_gemma":[0.9998437,0.000031132528,0.000045270743,0.000016654081,0.000037253616,0.000025923418],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000094671195,0.00033445485,0.00017666124,0.00037076708,0.00014291018,0.00023670113,0.00026502757,0.00015463165,0.0012699631],"category_scores_gemma":[0.0002653158,0.000083747545,0.00016849459,0.00020660028,0.00021559413,0.00014037862,0.00032619186,0.00018536072,0.00020573319],"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":[0.00015668281,0.0000753023,0.005567192,0.00008020706,0.00002322674,0.00021062634,0.00007156625,0.008237281,0.9416543,0.00036627892,0.00018562005,0.0433716],"study_design_scores_gemma":[0.000028775832,0.001671833,0.023302441,0.00002146693,0.00006205204,0.0003033185,0.00014628061,0.016812503,0.95386636,0.00022311936,0.0035430088,0.000018764513],"about_ca_topic_score_codex":0.0007476613,"about_ca_topic_score_gemma":0.0033618545,"teacher_disagreement_score":0.0012699631,"about_ca_system_score_codex":0.00013454826,"about_ca_system_score_gemma":0.0002043909,"threshold_uncertainty_score":0.0042484403},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75978726,0.00015185884,0.2274692,0.00009909029,0.000021941589,0.000081591264,0.00045599183,0.00048399833,0.011449168],"genre_scores_gemma":[0.9750347,0.000103953156,0.018839285,0.0000101986225,0.000002384088,0.0000611663,0.00016691019,0.000039881383,0.005741501],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989855,0.000027187974,0.0000071293925,0.000017437846,0.00002933235,0.000020343614],"domain_scores_gemma":[0.9998884,0.00004490174,0.000017045817,0.000013355346,0.000026309963,0.0000098636965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016992488,0.00031716572,0.00032280962,0.00037963546,0.00025277215,0.00045811696,0.00078268995,0.00061673607,0.0019270685],"category_scores_gemma":[0.00037842357,0.00027376393,0.00032503027,0.00027049385,0.00050196744,0.0002791614,0.00036368973,0.00022476926,0.00034613826],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002628483,0.000015813876,0.00082919403,0.000020135298,0.0000067089914,0.000087432556,0.000034719607,0.9890114,0.0064746854,0.0009112228,0.000049785696,0.002532528],"study_design_scores_gemma":[0.0000044486965,0.00001504207,0.0004227211,0.0000034078225,0.000002631852,0.000013538193,0.000020683852,0.9980141,0.0011273562,0.00012414114,0.0002487139,0.000003108091],"about_ca_topic_score_codex":0.020194931,"about_ca_topic_score_gemma":0.014025443,"teacher_disagreement_score":0.020194931,"about_ca_system_score_codex":0.00047616445,"about_ca_system_score_gemma":0.00074481283,"threshold_uncertainty_score":0.040154755},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9713037,0.00011361938,0.010209566,0.00030656616,0.000021917349,0.00031846782,0.00022801213,0.00008405787,0.017414114],"genre_scores_gemma":[0.96711475,0.00020586827,0.017566612,0.000045426194,0.000008198175,0.00014159876,0.0002023469,0.000028538192,0.014686773],"study_design_codex":"simulation_or_modeling","study_design_gemma":"case_report","domain_scores_codex":[0.99912864,0.00026585124,0.000039725455,0.00009038071,0.000277999,0.00019732227],"domain_scores_gemma":[0.9991579,0.0003491829,0.00007240335,0.00007034352,0.00017818436,0.00017201921],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000762554,0.0005794626,0.00031119146,0.00072043354,0.0025128222,0.0010127829,0.0013489093,0.0021758522,0.0058445004],"category_scores_gemma":[0.0015925051,0.00028214487,0.00045134418,0.0008881294,0.00076466537,0.00075685035,0.0007546843,0.0007593496,0.00043902127],"study_design_candidate":"case_report","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":[0.0011725905,0.0027873046,0.04881262,0.0014510886,0.00013111411,0.07503796,0.009540721,0.5756923,0.06481115,0.02634302,0.013673534,0.18054664],"study_design_scores_gemma":[0.0006485225,0.009838958,0.09222896,0.0006019117,0.0003049011,0.021039492,0.1225913,0.38545635,0.118892975,0.0075789695,0.24040078,0.00041686327],"about_ca_topic_score_codex":0.035127833,"about_ca_topic_score_gemma":0.15831219,"teacher_disagreement_score":0.9648722,"about_ca_system_score_codex":0.0016951341,"about_ca_system_score_gemma":0.00174914,"threshold_uncertainty_score":0.06984669},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938112,0.00013498194,0.005378438,0.000035630474,0.0000037237553,0.000005783113,0.00006058064,0.000024572028,0.00054519874],"genre_scores_gemma":[0.9995055,0.00002877214,0.0002549509,0.000001989318,0.0000017617072,0.0000029495136,0.000040463925,0.000004007289,0.00015955699],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99975914,0.0000476348,0.000020421696,0.000058345347,0.00005888051,0.0000556611],"domain_scores_gemma":[0.99895644,0.0003499025,0.00019103845,0.000049765113,0.00039494058,0.000057920115],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008338654,0.00054383837,0.0006645344,0.001567332,0.0004548983,0.00052799174,0.000781174,0.0006201687,0.00065300043],"category_scores_gemma":[0.0016521331,0.0004487838,0.0008432034,0.0007012178,0.0005996816,0.00076688523,0.0004311627,0.0002606075,0.000087989145],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015706595,0.000070946975,0.06652402,0.00006806072,0.00011081502,0.00053011655,0.00015181382,0.91961634,0.004393199,0.0013046166,0.00033773715,0.0067352843],"study_design_scores_gemma":[0.0000054126217,0.000039065093,0.027773244,0.000004791943,0.00007503978,0.000051733197,0.00009450395,0.9707973,0.0006909746,0.00038485916,0.00006799091,0.000015093345],"about_ca_topic_score_codex":0.03551738,"about_ca_topic_score_gemma":0.026541138,"teacher_disagreement_score":0.03551738,"about_ca_system_score_codex":0.0010386617,"about_ca_system_score_gemma":0.00087060966,"threshold_uncertainty_score":0.07062131},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97402114,0.0007637275,0.01030471,0.00033404518,0.00018743651,0.00003738584,0.00097289623,0.000322265,0.013056352],"genre_scores_gemma":[0.95432323,0.00060983637,0.026257895,0.00015761686,0.00007033288,0.000043814853,0.0011447121,0.00008642846,0.017306164],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988174,0.0000027662352,0.000005604034,0.000021227988,0.000053055115,0.000035662757],"domain_scores_gemma":[0.99968886,0.00008497714,0.000046608813,0.000027832002,0.000109609035,0.0000421731],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010271852,0.00029098586,0.0001455862,0.00031024293,0.00030991243,0.00018217543,0.00027890044,0.0005499998,0.007035667],"category_scores_gemma":[0.0001660703,0.00019371898,0.0001406443,0.0002451901,0.00018438416,0.00033699715,0.00013711634,0.00055007363,0.00046776034],"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":[0.00008449461,0.000035393416,0.0002986418,0.0000475566,0.000004436034,0.00010945631,0.00003134965,0.00024492617,0.99467045,0.00028058197,0.00042751565,0.0037652426],"study_design_scores_gemma":[0.000030239768,0.00015765704,0.05094636,0.000024542169,0.00001343272,0.00055694685,0.00013795056,0.009127493,0.9318718,0.00022564836,0.0068825297,0.000025422387],"about_ca_topic_score_codex":0.002873364,"about_ca_topic_score_gemma":0.003248141,"teacher_disagreement_score":0.007035667,"about_ca_system_score_codex":0.00038935902,"about_ca_system_score_gemma":0.00025202255,"threshold_uncertainty_score":0.023536682},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10000438,0.001027695,0.8564743,0.00086785527,0.00021697715,0.00026197286,0.000819682,0.00038317812,0.039944],"genre_scores_gemma":[0.8655172,0.0012488245,0.06508317,0.00029781915,0.00009907646,0.00028873715,0.00061874854,0.00013939878,0.06670706],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977785,0.000023529083,0.000016226066,0.000037733786,0.000113951704,0.000030689465],"domain_scores_gemma":[0.9997632,0.000049845978,0.000036479298,0.000016569855,0.00012406138,0.000009838384],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028223582,0.0002892047,0.00039715174,0.00050929555,0.00024059654,0.00058944133,0.00065470254,0.0007814592,0.0045069335],"category_scores_gemma":[0.00078505266,0.00019095877,0.00035679355,0.00037631884,0.00052061205,0.00086700235,0.00044067702,0.0006529363,0.0006695974],"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":[0.00005123587,0.00006810669,0.0047094207,0.00022112683,0.000022622533,0.000688241,0.0004964422,0.6870807,0.051956315,0.19301292,0.0053844578,0.05630846],"study_design_scores_gemma":[0.000013947137,0.000024834784,0.001129305,0.000015849788,0.0000113066335,0.00022347577,0.000048793372,0.9786632,0.004465649,0.0073149037,0.008070764,0.000018032557],"about_ca_topic_score_codex":0.006712636,"about_ca_topic_score_gemma":0.008219207,"teacher_disagreement_score":0.006712636,"about_ca_system_score_codex":0.0011192311,"about_ca_system_score_gemma":0.0007991936,"threshold_uncertainty_score":0.015077233},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6660368,0.00025130913,0.2764472,0.00043343406,0.0001003188,0.00017536184,0.00089195656,0.0011016495,0.054561995],"genre_scores_gemma":[0.97867054,0.0001072413,0.012263563,0.000044627595,0.000010096591,0.00013472937,0.00019806747,0.000053943342,0.008517172],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998692,0.000027480695,0.0000060594216,0.000023652321,0.000044577886,0.000028915274],"domain_scores_gemma":[0.99979633,0.00007684016,0.00003177956,0.000023779781,0.000052743722,0.000018422565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019631213,0.0003392659,0.00043713496,0.00038393197,0.0005172927,0.000777336,0.0010188833,0.0013305157,0.0043648826],"category_scores_gemma":[0.0008189463,0.0002740473,0.00040026734,0.00032349012,0.0006711927,0.00047086726,0.0005154509,0.0004061729,0.00067642244],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012883065,0.000010005917,0.00040340965,0.000009550937,0.0000031420493,0.00007819584,0.000020536076,0.99360895,0.002942322,0.0017375022,0.00012477582,0.0010486952],"study_design_scores_gemma":[0.000003784309,0.000008943968,0.0001757861,0.0000017765207,0.0000014198848,0.000012917065,0.000008388013,0.99881303,0.00038311054,0.00033165037,0.00025639028,0.0000028370343],"about_ca_topic_score_codex":0.008321656,"about_ca_topic_score_gemma":0.004000787,"teacher_disagreement_score":0.008321656,"about_ca_system_score_codex":0.000572312,"about_ca_system_score_gemma":0.00084775273,"threshold_uncertainty_score":0.016546428},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07063063,0.00034707176,0.916649,0.0003302262,0.00009577326,0.00014139556,0.00074667507,0.0013498204,0.009709342],"genre_scores_gemma":[0.9490505,0.0005500836,0.039626036,0.00007532922,0.00003502613,0.000461032,0.00052198814,0.00011252165,0.009567429],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997788,0.000031300726,0.000013859566,0.00007108387,0.00007640119,0.000028551407],"domain_scores_gemma":[0.9997131,0.0000926185,0.000044528315,0.000020308173,0.000115326955,0.000014002159],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003483159,0.000674905,0.00068152207,0.0006014394,0.00037111042,0.00070951384,0.002287133,0.0013929171,0.0022421295],"category_scores_gemma":[0.0009617067,0.00044603975,0.0005820498,0.00051031314,0.00044779855,0.0010894352,0.00059873296,0.000857486,0.00078488095],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021794498,0.000028131084,0.0009035098,0.000045833935,0.000013036076,0.00009677132,0.000043012307,0.9843129,0.004495879,0.0026499468,0.00049955165,0.006889609],"study_design_scores_gemma":[0.0000036264125,0.000012059222,0.00022666561,0.0000027554213,0.000004040296,0.000013989569,0.000003951154,0.9987809,0.00035146705,0.00034976043,0.00024588697,0.0000049452074],"about_ca_topic_score_codex":0.010373604,"about_ca_topic_score_gemma":0.0060143215,"teacher_disagreement_score":0.010373604,"about_ca_system_score_codex":0.0006615937,"about_ca_system_score_gemma":0.001137625,"threshold_uncertainty_score":0.020626426},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99749434,0.00002560619,0.0018289146,0.0000031515967,0.0000019877668,0.000003478878,0.000018055009,0.00002640398,0.00059810793],"genre_scores_gemma":[0.9988471,0.00003160562,0.00064162014,0.0000026204088,9.2776327e-7,0.0000031441969,0.000032109492,0.000006201836,0.0004345649],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982125,0.000016300739,0.000008497206,0.000026543881,0.000082074104,0.000045339766],"domain_scores_gemma":[0.9998078,0.00007395716,0.000057659392,0.000012270037,0.00002689037,0.000021384149],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001407797,0.00036154938,0.00019821878,0.00034206998,0.00019140975,0.00028068264,0.00022289487,0.00030955806,0.00080151175],"category_scores_gemma":[0.00032885943,0.00023071606,0.0002123489,0.00017950863,0.00035196583,0.0002625523,0.00037562763,0.0001612737,0.00022247361],"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":[0.00023213816,0.000093428236,0.018852174,0.00010979765,0.00001786583,0.0011221069,0.00027659282,0.0913909,0.86044204,0.0003986594,0.0001128969,0.026951408],"study_design_scores_gemma":[0.00002957261,0.0011772942,0.17172202,0.000049499864,0.000038302296,0.000574154,0.0007104144,0.20426592,0.61937726,0.0005689752,0.0014293952,0.000057136203],"about_ca_topic_score_codex":0.0010641742,"about_ca_topic_score_gemma":0.0021904046,"teacher_disagreement_score":0.0010641742,"about_ca_system_score_codex":0.00017094107,"about_ca_system_score_gemma":0.00019938132,"threshold_uncertainty_score":0.002681315},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.986702,0.00025178463,0.010302759,0.000025005991,0.000013022632,0.00002206468,0.000030121531,0.00007228689,0.0025809598],"genre_scores_gemma":[0.99809545,0.00006505615,0.0009910499,0.0000075903317,0.0000026101673,0.000005920027,0.000013894013,0.0000059243985,0.0008125077],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988174,0.000008551212,0.000006817413,0.000019616715,0.000054718388,0.000028626548],"domain_scores_gemma":[0.999843,0.0000279409,0.00007352129,0.000013085324,0.000020759202,0.000021653721],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014014897,0.00028390446,0.00020122084,0.00030688927,0.00020390876,0.0005283819,0.0003238487,0.00025260326,0.0013300863],"category_scores_gemma":[0.00020355795,0.00018251257,0.00015201751,0.00016338132,0.0005363625,0.00035264314,0.0005129549,0.00024356332,0.00018396428],"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":[0.00029628206,0.00009101059,0.018248701,0.00020098347,0.000021666694,0.001189221,0.0006191943,0.016508922,0.9379507,0.0023563087,0.00016394957,0.022353062],"study_design_scores_gemma":[0.00006431674,0.0008523477,0.21291585,0.000058489615,0.000060583498,0.0012798031,0.0017140305,0.056842096,0.71628004,0.002118598,0.007747928,0.00006589184],"about_ca_topic_score_codex":0.00096755545,"about_ca_topic_score_gemma":0.002225514,"teacher_disagreement_score":0.0013300863,"about_ca_system_score_codex":0.00029856217,"about_ca_system_score_gemma":0.00019662986,"threshold_uncertainty_score":0.0044495463},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99907434,0.0000059466042,0.0006684615,0.0000033302974,8.3124473e-7,0.000019379482,0.000057705576,0.000026965343,0.00014302207],"genre_scores_gemma":[0.99757034,0.000025482435,0.0016509225,0.000004449319,9.301391e-7,0.000028453884,0.00019020257,0.00000934327,0.0005198055],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999819,0.000027478056,0.000010447333,0.00004824601,0.00005686851,0.000038026115],"domain_scores_gemma":[0.9995925,0.000121271994,0.00004389191,0.000052392646,0.000102771264,0.00008733312],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040603668,0.00079522433,0.00043390068,0.0007193091,0.0008617366,0.00028993216,0.0005653134,0.0004483844,0.0011580588],"category_scores_gemma":[0.000666581,0.00024113093,0.00024433367,0.0004254719,0.0006241641,0.00032159442,0.00048373008,0.00030606127,0.00024187767],"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":[0.002886345,0.0011228923,0.0577535,0.00022990373,0.00005864991,0.0012348,0.0009093745,0.030504871,0.8775778,0.00017515643,0.000147744,0.027399011],"study_design_scores_gemma":[0.00024287708,0.020010974,0.3530284,0.000038878494,0.00010386242,0.0007204725,0.0009560839,0.05861781,0.5640036,0.00015164702,0.0020465695,0.00007883192],"about_ca_topic_score_codex":0.0087996805,"about_ca_topic_score_gemma":0.015706347,"teacher_disagreement_score":0.0087996805,"about_ca_system_score_codex":0.00056158286,"about_ca_system_score_gemma":0.0005413636,"threshold_uncertainty_score":0.017496884},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6182758,0.0010453083,0.35126242,0.00024700235,0.00011858169,0.00038228786,0.0008429698,0.0004734112,0.027352154],"genre_scores_gemma":[0.9345341,0.0005763525,0.060693465,0.00003784099,0.000025755697,0.00038221618,0.00026154472,0.000033153643,0.003455597],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998418,0.00022715054,0.00009394611,0.00015130131,0.0010007586,0.000108974615],"domain_scores_gemma":[0.99756515,0.00092369196,0.0003140045,0.00037947702,0.0007677554,0.000049955343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001993628,0.0007533317,0.0003710505,0.0012857291,0.0010112509,0.00057835574,0.0015448565,0.00084127806,0.0042900858],"category_scores_gemma":[0.0038068949,0.00041925086,0.00028331962,0.00079358014,0.0013617183,0.0011536117,0.00071132527,0.000992955,0.0006166042],"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":[0.00015766406,0.0008080187,0.0021756762,0.00034188823,0.000027250599,0.00008560111,0.00033776372,0.016945215,0.9245544,0.016170649,0.0002801877,0.038115576],"study_design_scores_gemma":[0.000030304856,0.000602065,0.0035448845,0.000029833089,0.000029845181,0.00012348926,0.00020171289,0.041060355,0.9483298,0.0028113064,0.0031943403,0.00004211174],"about_ca_topic_score_codex":0.0012542934,"about_ca_topic_score_gemma":0.0029150692,"teacher_disagreement_score":0.0042900858,"about_ca_system_score_codex":0.0007198876,"about_ca_system_score_gemma":0.000948119,"threshold_uncertainty_score":0.014351726},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979437,0.00001805942,0.0012547582,0.0000028970317,9.1391564e-7,0.0000067539654,0.000088025714,0.000033792767,0.0006510795],"genre_scores_gemma":[0.99853337,0.000020062655,0.0009175963,0.0000017598207,4.309436e-7,0.0000045857196,0.00010558799,0.000006861093,0.0004097026],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997738,0.000016637234,0.000008558529,0.000033090684,0.00014099228,0.000026906257],"domain_scores_gemma":[0.9996482,0.0000620869,0.00007598483,0.000017766597,0.00016552529,0.000030323967],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014234509,0.00021301527,0.00018845753,0.0008809864,0.00020899744,0.00027570437,0.00028007184,0.00016654284,0.00092273427],"category_scores_gemma":[0.00038284462,0.00015729372,0.00012811797,0.00040435366,0.00023714436,0.0001984563,0.00021288512,0.00016015532,0.00025105727],"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":[0.0005142419,0.00013486996,0.2984295,0.00011422536,0.0000403082,0.0006283519,0.0015590646,0.004056351,0.646922,0.0002434516,0.00017031787,0.047187317],"study_design_scores_gemma":[0.000011182029,0.00064944767,0.7509026,0.000015116548,0.000026943177,0.00053176034,0.0012457045,0.011609145,0.23402742,0.000056234094,0.00088044786,0.000043926124],"about_ca_topic_score_codex":0.005843143,"about_ca_topic_score_gemma":0.017035382,"teacher_disagreement_score":0.005843143,"about_ca_system_score_codex":0.0003044774,"about_ca_system_score_gemma":0.00019205143,"threshold_uncertainty_score":0.011618257},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87796235,0.00025502773,0.08694865,0.00012465892,0.000020138705,0.0000791924,0.00007452447,0.00010682481,0.034428727],"genre_scores_gemma":[0.99223024,0.00012746075,0.005336301,0.000006352994,0.0000035446,0.000013082337,0.000023452712,0.0000110785295,0.0022483855],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998691,0.000022568986,0.000005800928,0.000019038152,0.000057812977,0.000025610523],"domain_scores_gemma":[0.99987006,0.00003326855,0.000029878154,0.000014206428,0.00003600819,0.000016579246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023202397,0.0004403071,0.00020989291,0.0005936459,0.00035346454,0.0007422645,0.00047786342,0.00053144404,0.0025422922],"category_scores_gemma":[0.0005406631,0.00016421631,0.00032730616,0.00032753745,0.0008043745,0.0006344011,0.0006323294,0.00027777554,0.00021364276],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013636463,0.00014269755,0.01075821,0.00015002828,0.000027648357,0.00091948,0.00047374621,0.76539177,0.0388398,0.14621562,0.00058935594,0.03635531],"study_design_scores_gemma":[0.000027135358,0.00024240023,0.0052776653,0.000020637744,0.000024930221,0.00021664535,0.0005684266,0.9670989,0.008513895,0.012897768,0.005083069,0.000028567678],"about_ca_topic_score_codex":0.0074987044,"about_ca_topic_score_gemma":0.0061980193,"teacher_disagreement_score":0.0074987044,"about_ca_system_score_codex":0.00060921034,"about_ca_system_score_gemma":0.00042341003,"threshold_uncertainty_score":0.014910102},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999175,0.000020840454,0.00045147436,0.000008967395,0.0000027653766,8.1387645e-7,0.000009406653,0.000015493706,0.00031533503],"genre_scores_gemma":[0.99986935,0.000008253799,0.000049235867,0.0000012602734,4.928679e-7,3.9951436e-7,0.0000058291016,0.0000028126844,0.00006233964],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990785,0.000028634804,0.0000043849495,0.000010941876,0.000019878664,0.000028251123],"domain_scores_gemma":[0.9991406,0.00052017433,0.00011814208,0.000056024142,0.00010420436,0.000060839448],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001843963,0.00026630086,0.00022465592,0.0002126723,0.00014343906,0.00029515827,0.00018516005,0.00042952754,0.0013645556],"category_scores_gemma":[0.0014079751,0.00017716798,0.00012760346,0.000108861204,0.00036354712,0.00022735294,0.00018911094,0.00023296832,0.00019203569],"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":[0.0018035864,0.00017874067,0.0068728644,0.00009356418,0.00004293701,0.00058707054,0.00017257966,0.31591955,0.6638468,0.00048260237,0.00022075653,0.009778931],"study_design_scores_gemma":[0.00011023846,0.0015576376,0.041947644,0.0000247667,0.00011660159,0.0003049926,0.00049805245,0.50264263,0.45180568,0.0003315404,0.00059758086,0.00006266116],"about_ca_topic_score_codex":0.00073307846,"about_ca_topic_score_gemma":0.00081957824,"teacher_disagreement_score":0.0013645556,"about_ca_system_score_codex":0.00018510234,"about_ca_system_score_gemma":0.00011080353,"threshold_uncertainty_score":0.0045648813},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99889094,0.0000063620855,0.00088038127,0.0000022424579,0.0000012574334,0.0000017574919,0.00001044109,0.000014829808,0.0001917401],"genre_scores_gemma":[0.9991216,0.000006351598,0.00062806066,0.0000018365773,4.876253e-7,0.0000023591747,0.000024009027,0.0000051946636,0.00021004218],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969196,0.000047919373,0.000017896326,0.000033274297,0.0001243586,0.00008452293],"domain_scores_gemma":[0.99913675,0.00033883523,0.00014210484,0.00010711833,0.00014139296,0.00013382043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047332092,0.0005859338,0.00029907466,0.00026737447,0.00025643027,0.00038989962,0.00027849738,0.0004155199,0.00084415724],"category_scores_gemma":[0.001285996,0.00028236985,0.00025101966,0.00012284092,0.0005305947,0.00031155185,0.00046123774,0.00028156766,0.00020796417],"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":[0.0010474218,0.00012552214,0.012735823,0.00007259962,0.000026700447,0.0006424972,0.00025075895,0.077045344,0.896255,0.0003072565,0.00007960273,0.01141142],"study_design_scores_gemma":[0.00007796541,0.004721059,0.074105814,0.000021613983,0.00007456458,0.00047636096,0.00043563292,0.084042296,0.83525914,0.00020022265,0.0005100069,0.000075295175],"about_ca_topic_score_codex":0.0004086564,"about_ca_topic_score_gemma":0.0008706959,"teacher_disagreement_score":0.00084415724,"about_ca_system_score_codex":0.00018946163,"about_ca_system_score_gemma":0.00019333774,"threshold_uncertainty_score":0.0028239489},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99618715,0.000052289655,0.0028416151,0.000010977547,0.000016717831,0.000016407414,0.000081793885,0.00017109477,0.00062188605],"genre_scores_gemma":[0.9981811,0.000030183688,0.0010132146,0.0000049329983,0.0000031745546,0.000004705807,0.00007095113,0.0000132273735,0.0006784844],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994867,0.00006988368,0.000031885123,0.00007143662,0.00018319194,0.0001568142],"domain_scores_gemma":[0.99882823,0.00019125217,0.00019333338,0.00023685939,0.0002639985,0.00028631356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040623217,0.00071561796,0.0005626013,0.000737514,0.00054467976,0.00039427725,0.00089575734,0.0006156781,0.0036804704],"category_scores_gemma":[0.0014576043,0.00043128006,0.00028210774,0.00047213427,0.000557925,0.00047296938,0.0007412318,0.00024842116,0.0010474434],"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":[0.005405714,0.00062659726,0.017487766,0.00045812616,0.00014292277,0.0013882974,0.0004795524,0.071385406,0.8293261,0.00041949048,0.0010203014,0.07185962],"study_design_scores_gemma":[0.00026484163,0.016045207,0.06280114,0.000060144856,0.00015314633,0.0010998233,0.0005340685,0.08918062,0.8244697,0.00021152644,0.005010628,0.00016913032],"about_ca_topic_score_codex":0.0019886503,"about_ca_topic_score_gemma":0.0036011657,"teacher_disagreement_score":0.0036804704,"about_ca_system_score_codex":0.0003172649,"about_ca_system_score_gemma":0.00031125525,"threshold_uncertainty_score":0.012312412},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98799974,0.0000961052,0.010818091,0.000017452287,0.0000057523716,0.0000098812725,0.00008072188,0.000085818996,0.0008863925],"genre_scores_gemma":[0.99658406,0.000050395338,0.0029676056,0.000002475233,0.0000013474587,0.000003197452,0.000037650138,0.000004404718,0.00034888845],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992347,0.000010950418,0.0000035483909,0.0000093901535,0.000038168993,0.000014422552],"domain_scores_gemma":[0.9998454,0.000028815317,0.00004189275,0.000024589106,0.00002807176,0.00003122327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012685129,0.0002957873,0.00012838653,0.00037474313,0.00015757864,0.0002595826,0.0001729585,0.00019479048,0.001071275],"category_scores_gemma":[0.00020994214,0.00017135312,0.00017012707,0.00020953678,0.0002759605,0.0002790526,0.00016482135,0.0001364526,0.00021073532],"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":[0.00028608055,0.00006195352,0.0048034196,0.00006184313,0.000013961074,0.00022780658,0.00003600792,0.014584349,0.9597362,0.0005025891,0.0001331062,0.019552669],"study_design_scores_gemma":[0.000043645116,0.002101556,0.050357163,0.000026872673,0.000060994535,0.0008289215,0.00012768866,0.07411581,0.867828,0.00047141398,0.0039788214,0.000059095106],"about_ca_topic_score_codex":0.00048017726,"about_ca_topic_score_gemma":0.0023561365,"teacher_disagreement_score":0.001071275,"about_ca_system_score_codex":0.00013806504,"about_ca_system_score_gemma":0.00021691518,"threshold_uncertainty_score":0.0035837889},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936799,0.00001841335,0.005797133,0.000004410484,0.000001978208,0.000013459128,0.00003068358,0.000034114182,0.00041986982],"genre_scores_gemma":[0.99848,0.000011192178,0.0012444932,0.0000016567055,3.4011174e-7,0.000007006579,0.000013281905,0.0000023620935,0.00023959322],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99986076,0.000014839138,0.00000769895,0.00002493254,0.000053225092,0.000038377053],"domain_scores_gemma":[0.9995023,0.00018294409,0.00012077403,0.000052797193,0.0000571655,0.00008388429],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003223394,0.00036997316,0.00029322883,0.0005931748,0.00034214972,0.0003939478,0.00052899995,0.00049484044,0.0011018483],"category_scores_gemma":[0.00072406046,0.0002087698,0.00033361797,0.0001921586,0.000563057,0.00022837818,0.0004064276,0.00021787218,0.00015807284],"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":[0.0008310912,0.00014831932,0.051641766,0.00017680707,0.0000797493,0.0020704095,0.000676111,0.7410676,0.17750624,0.0017771664,0.00027889153,0.023745904],"study_design_scores_gemma":[0.000035861336,0.0012864204,0.024485834,0.000023375287,0.000040035753,0.0004884778,0.0004625249,0.9297699,0.042099383,0.00091545837,0.00034812922,0.000044514112],"about_ca_topic_score_codex":0.0022212903,"about_ca_topic_score_gemma":0.003383904,"teacher_disagreement_score":0.0022212903,"about_ca_system_score_codex":0.00033737643,"about_ca_system_score_gemma":0.00039496983,"threshold_uncertainty_score":0.004416704},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9920453,0.0007108021,0.0019992264,0.00036040563,0.00004746213,0.00019262664,0.00007030756,0.000015773983,0.004558157],"genre_scores_gemma":[0.9932674,0.0012588261,0.0013356608,0.00022491855,0.00004045687,0.000053017917,0.00008974962,0.000014151282,0.00371584],"study_design_codex":"case_report","study_design_gemma":"case_report","domain_scores_codex":[0.9984611,0.00032422593,0.00015067671,0.00012358495,0.00041693595,0.00052345404],"domain_scores_gemma":[0.9981061,0.0005743605,0.00051599665,0.00013570653,0.00016179982,0.0005059045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00083860446,0.0014227986,0.0004093795,0.0018894776,0.0038874224,0.0011133336,0.001101279,0.0024078062,0.0020398963],"category_scores_gemma":[0.0046600173,0.0009588087,0.0005261084,0.0022466509,0.0030834984,0.00063227094,0.0028479346,0.0014880125,0.00034731353],"study_design_candidate":"case_report","study_design_consensus":"case_report","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013697725,0.0005603478,0.13185483,0.0002462557,0.000043461983,0.82280904,0.017152434,0.0022326529,0.0013524044,0.0015881822,0.0020805763,0.019942869],"study_design_scores_gemma":[0.00002799134,0.00079237734,0.080012634,0.00026536916,0.00007215673,0.85881484,0.027522817,0.0011413167,0.0039235554,0.0012670633,0.026020477,0.00013947597],"about_ca_topic_score_codex":0.011419475,"about_ca_topic_score_gemma":0.035473987,"teacher_disagreement_score":0.011419475,"about_ca_system_score_codex":0.0022908375,"about_ca_system_score_gemma":0.001104069,"threshold_uncertainty_score":0.022706032},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8864091,0.00030054236,0.10751416,0.000033743,0.000008207622,0.000014257494,0.00013454366,0.00022486206,0.0053605274],"genre_scores_gemma":[0.99654573,0.00009847795,0.0028158026,0.0000023703833,0.0000017002616,0.000008258355,0.00005046771,0.0000116755955,0.0004655466],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997131,0.000027358115,0.000017678658,0.00004584507,0.0001532087,0.00004280576],"domain_scores_gemma":[0.99881893,0.00066628796,0.00021196294,0.00008567304,0.00017176729,0.000045373818],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055481616,0.0004019241,0.0002961917,0.0018044172,0.0002687274,0.0005801241,0.0005469903,0.0004659853,0.0015644066],"category_scores_gemma":[0.003929425,0.0002405495,0.00019668517,0.000530481,0.0011444701,0.0010493421,0.0007323383,0.00023918418,0.00042180685],"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":[0.00041982156,0.00007984593,0.034332655,0.00040913114,0.000052201587,0.0009909953,0.0007402398,0.615016,0.23191224,0.033593472,0.00043990463,0.08201356],"study_design_scores_gemma":[0.0000280283,0.0003015068,0.0281473,0.000075404525,0.000031453375,0.00059341826,0.0005358534,0.79274035,0.15424806,0.020606315,0.0026120218,0.0000803613],"about_ca_topic_score_codex":0.0011189725,"about_ca_topic_score_gemma":0.0011339043,"teacher_disagreement_score":0.0018044172,"about_ca_system_score_codex":0.00032788268,"about_ca_system_score_gemma":0.00025993178,"threshold_uncertainty_score":0.0052334666},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996929,0.000011306291,0.00038514432,0.000011038864,0.000003756393,0.0000028532609,0.00015218914,0.00003127226,0.0024734903],"genre_scores_gemma":[0.99852955,0.000008429902,0.000084712,0.0000031284296,4.730417e-7,0.0000015226377,0.000084034255,0.0000037578986,0.0012843957],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99995255,0.0000035539636,0.0000026967625,0.000009011216,0.000015662408,0.000016560576],"domain_scores_gemma":[0.9998565,0.000028988541,0.00002463797,0.000019396744,0.000036477482,0.00003393661],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000078419565,0.00013724336,0.00013607435,0.0002553911,0.00025265315,0.00034720276,0.00018201396,0.00029662292,0.004820009],"category_scores_gemma":[0.00022971009,0.00011076401,0.00011846355,0.00026532108,0.00047614175,0.00021248987,0.00024869345,0.00017161784,0.00039867894],"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":[0.0041605094,0.00040764557,0.06647478,0.0001688559,0.00005163446,0.0026290512,0.0010012336,0.2812589,0.60156184,0.005220693,0.0023208335,0.03474408],"study_design_scores_gemma":[0.000080663885,0.0010400779,0.45903262,0.000039692364,0.000052500207,0.0006517757,0.0031147914,0.31032184,0.21934547,0.0017977586,0.0044505345,0.00007231161],"about_ca_topic_score_codex":0.005424432,"about_ca_topic_score_gemma":0.0042406265,"teacher_disagreement_score":0.005424432,"about_ca_system_score_codex":0.0002615539,"about_ca_system_score_gemma":0.00021088465,"threshold_uncertainty_score":0.016124547},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99868363,0.000017271961,0.00096466864,0.0000038342673,0.0000030274216,0.00001415354,0.000041101353,0.000014572077,0.00025769812],"genre_scores_gemma":[0.9979742,0.000035583893,0.0013207184,0.000006437284,0.0000021080455,0.000019359566,0.00007798632,0.000006756382,0.00055674126],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99948454,0.000088675326,0.00003672825,0.000059569003,0.00022150857,0.00010894838],"domain_scores_gemma":[0.9991048,0.00031466552,0.00014911167,0.00010164577,0.0002197874,0.00011002715],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005020926,0.000874107,0.00044320367,0.00031699552,0.00031686982,0.0002814788,0.0005227689,0.00048862735,0.0019710595],"category_scores_gemma":[0.0011015692,0.00028197758,0.0002101971,0.0003971733,0.00051632395,0.00035471286,0.0005345851,0.00036720687,0.00022660132],"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":[0.00097118557,0.0002192345,0.0020634385,0.000121438556,0.000010018719,0.00023820727,0.0002913037,0.0028585882,0.98921317,0.00009199171,0.00004221475,0.0038791893],"study_design_scores_gemma":[0.00003211288,0.0044732047,0.006824935,0.000010771219,0.000026466147,0.00009438158,0.00026451022,0.0021146818,0.98558635,0.000032714564,0.00052603276,0.000013906595],"about_ca_topic_score_codex":0.00069925585,"about_ca_topic_score_gemma":0.0013212841,"teacher_disagreement_score":0.0019710595,"about_ca_system_score_codex":0.00020196164,"about_ca_system_score_gemma":0.00023034569,"threshold_uncertainty_score":0.006593883},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8507807,0.01145863,0.026253333,0.00084535195,0.00007738588,0.000042899967,0.00035388002,0.00023544184,0.1099524],"genre_scores_gemma":[0.98356134,0.005217896,0.0055808583,0.00004855385,0.000029585477,0.000016549404,0.00022314077,0.000053430635,0.0052686846],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99930024,0.00014585324,0.000065188,0.00016117436,0.00022247004,0.000105004765],"domain_scores_gemma":[0.9988121,0.00028085237,0.00018954516,0.0001249264,0.0005415977,0.00005094139],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017734726,0.00056046096,0.00026621454,0.0016998199,0.00064870884,0.0012590267,0.0005042739,0.00055074494,0.0026190334],"category_scores_gemma":[0.0018936043,0.00019765354,0.00025154054,0.0017927916,0.0017690304,0.0015098728,0.0008871745,0.000452965,0.00039376],"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":[0.0005827797,0.00018773941,0.2144901,0.0015352003,0.00014653224,0.0020156247,0.005704788,0.12767121,0.026411526,0.05823829,0.005418494,0.55759764],"study_design_scores_gemma":[0.000028647153,0.0037984084,0.45038316,0.0012370744,0.00047965825,0.0064812624,0.0121785365,0.034501992,0.13692157,0.01653973,0.33716348,0.00028653533],"about_ca_topic_score_codex":0.0028892446,"about_ca_topic_score_gemma":0.0068327086,"teacher_disagreement_score":0.0028892446,"about_ca_system_score_codex":0.0015737818,"about_ca_system_score_gemma":0.00046387862,"threshold_uncertainty_score":0.0114187},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2122117,0.00022026847,0.77651626,0.00012153539,0.000049925613,0.00034385343,0.0011519032,0.0032690726,0.0061154864],"genre_scores_gemma":[0.75638366,0.00009966748,0.24068977,0.000055027907,0.000017545726,0.0003470668,0.0010066439,0.00038958018,0.0010110305],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9969681,0.0011598945,0.00027537774,0.0002677325,0.0012545409,0.000074316864],"domain_scores_gemma":[0.9874784,0.0051749954,0.0013552115,0.0019508477,0.0039706305,0.0000700102],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0052656434,0.0008298279,0.00043985256,0.001879114,0.0003015366,0.00075710926,0.0007379259,0.0004012991,0.0023976932],"category_scores_gemma":[0.017778242,0.00024069038,0.00045496164,0.00088988035,0.00034491287,0.00065054424,0.00039415702,0.0005018019,0.0008330711],"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":[0.0005859968,0.0005346691,0.12298745,0.0006684218,0.0002052081,0.00038100986,0.0006054958,0.26245248,0.12452991,0.007206289,0.0066877315,0.4731554],"study_design_scores_gemma":[0.00010483009,0.0015881455,0.106869295,0.00020267344,0.00011967247,0.00068187935,0.00046438753,0.65975636,0.20520218,0.008702449,0.016166613,0.00014157186],"about_ca_topic_score_codex":0.0016508885,"about_ca_topic_score_gemma":0.0022667472,"teacher_disagreement_score":0.0052656434,"about_ca_system_score_codex":0.00087788684,"about_ca_system_score_gemma":0.0007949145,"threshold_uncertainty_score":0.027847707},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012706566,0.00010051902,0.9830783,0.000046987127,0.0000619925,0.00013917168,0.00014243441,0.00041115045,0.003312879],"genre_scores_gemma":[0.2836125,0.0004236261,0.7068602,0.000036290425,0.000047520014,0.00049871864,0.00035972882,0.00048461955,0.0076767686],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997205,0.000059494607,0.000011955635,0.000029964678,0.0001588085,0.00001926033],"domain_scores_gemma":[0.99922764,0.00036400591,0.000062992,0.00006741152,0.0002625856,0.000015397332],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006642168,0.00048020636,0.00029109212,0.00075524225,0.0003028853,0.0005533403,0.0006441901,0.00051012635,0.0028022605],"category_scores_gemma":[0.0023890042,0.00024371012,0.00039659863,0.00071730954,0.00030686092,0.0005932466,0.0004047652,0.00090339646,0.0007747562],"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":[0.00018984836,0.00014417051,0.0028870893,0.00062101503,0.000068286674,0.00044025265,0.0007862354,0.24768041,0.11974275,0.14335048,0.0076078493,0.4764816],"study_design_scores_gemma":[0.00009506701,0.00017284999,0.0017608074,0.00004251039,0.00002422728,0.00046925672,0.00008222391,0.8945518,0.04521024,0.009125954,0.048400484,0.000064543085],"about_ca_topic_score_codex":0.0015093955,"about_ca_topic_score_gemma":0.0012319678,"teacher_disagreement_score":0.0028022605,"about_ca_system_score_codex":0.00037047418,"about_ca_system_score_gemma":0.0009699752,"threshold_uncertainty_score":0.00937444},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991273,0.00009397691,0.00013705663,0.000010838675,0.0000058688925,0.0000057936295,0.00011222244,0.0000071608392,0.000499813],"genre_scores_gemma":[0.9973398,0.00016304156,0.0003032499,0.000021301274,0.0000035738078,0.000007976894,0.0002338264,0.000007869718,0.0019194519],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998056,0.000020206187,0.000020236213,0.000032469394,0.00007886109,0.000042606687],"domain_scores_gemma":[0.99965143,0.000060880597,0.00009927301,0.000017499266,0.00010712834,0.00006373591],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022931378,0.00040262128,0.0002777353,0.00039050798,0.00023625967,0.00029488315,0.00015540351,0.00037796656,0.002046423],"category_scores_gemma":[0.0003098037,0.00021361711,0.0002466149,0.00036884146,0.0003157182,0.00020038379,0.00013433122,0.00041377795,0.0002777398],"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":[0.0002645962,0.000036175825,0.0014447268,0.000034217574,0.000012909643,0.0001061851,0.00016506089,0.0004717686,0.99618787,0.000025934669,0.000030723608,0.0012199],"study_design_scores_gemma":[0.000014007013,0.0012734062,0.038154095,0.000012735009,0.00003057931,0.00007286003,0.00036179624,0.0023675077,0.95691013,0.000023106702,0.0007613891,0.000018437368],"about_ca_topic_score_codex":0.005136401,"about_ca_topic_score_gemma":0.0094472915,"teacher_disagreement_score":0.005136401,"about_ca_system_score_codex":0.00028582054,"about_ca_system_score_gemma":0.00024736396,"threshold_uncertainty_score":0.010213017},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.003563517,0.000022373857,0.9958264,0.000009459108,0.0000047082563,0.00007991805,0.000009303793,0.00009533419,0.0003890605],"genre_scores_gemma":[0.2073497,0.00016865929,0.78992814,0.000020768675,0.0000065866107,0.0008419853,0.000050237606,0.000051301147,0.0015826398],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994886,0.00015515467,0.000030789244,0.00008500104,0.00021083634,0.000029595354],"domain_scores_gemma":[0.9990398,0.00047824244,0.00017788554,0.00008882381,0.00019093708,0.000024286483],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001445892,0.0011986581,0.000547922,0.00066178513,0.00026200566,0.00055898214,0.001188969,0.0007532175,0.0027521674],"category_scores_gemma":[0.0017270698,0.0005887249,0.00038742644,0.00030962654,0.00079176493,0.00058619137,0.0006884588,0.00065030996,0.00050512905],"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":[0.000057469464,0.00007666538,0.0007519484,0.00050702866,0.000022049286,0.00006714403,0.0001775818,0.8714096,0.04373385,0.014168402,0.00023345892,0.06879479],"study_design_scores_gemma":[0.000030645377,0.00026490513,0.00031140522,0.00004056726,0.000016270285,0.00006003526,0.000067695626,0.97836375,0.011415922,0.005758784,0.0036508255,0.000019193418],"about_ca_topic_score_codex":0.00056268147,"about_ca_topic_score_gemma":0.0013727817,"teacher_disagreement_score":0.0027521674,"about_ca_system_score_codex":0.00056406367,"about_ca_system_score_gemma":0.00074507087,"threshold_uncertainty_score":0.009206891},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993734,0.0000335857,0.00037076298,0.0000032891037,0.0000010134694,0.0000011006867,0.000012622656,0.0000093955905,0.00019474867],"genre_scores_gemma":[0.99980575,0.0000148802965,0.00009008498,8.3507e-7,2.1822571e-7,7.616615e-7,0.000013625762,0.000002416731,0.000071353665],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998627,0.000028347002,0.000010454208,0.000021962429,0.000040036495,0.000036507918],"domain_scores_gemma":[0.99961215,0.00016206452,0.00008222819,0.000041913783,0.000054720436,0.000046970854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030219767,0.00025838328,0.00020737867,0.00024319181,0.00019341205,0.00029496077,0.00019636248,0.00022387119,0.00076661265],"category_scores_gemma":[0.0011830211,0.00013873201,0.00020064304,0.00013022863,0.00035451644,0.0002550412,0.00025658973,0.00018302807,0.000119677294],"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":[0.0010327026,0.00012583387,0.027231527,0.00012782021,0.000052127918,0.0005643835,0.00021053503,0.14905281,0.8017735,0.0003604271,0.00007030491,0.019398013],"study_design_scores_gemma":[0.000048029022,0.0034492742,0.21130948,0.00004805545,0.00011585535,0.0007078798,0.0003978261,0.25743604,0.5248102,0.0002564873,0.0013434413,0.000077397715],"about_ca_topic_score_codex":0.0012582307,"about_ca_topic_score_gemma":0.002112819,"teacher_disagreement_score":0.0012582307,"about_ca_system_score_codex":0.0002732242,"about_ca_system_score_gemma":0.00017641866,"threshold_uncertainty_score":0.0025645494},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99934226,0.000024249946,0.00046435668,0.0000023960604,7.1911774e-7,0.0000015578769,0.000008989054,0.000007844116,0.00014758574],"genre_scores_gemma":[0.9996264,0.000014597829,0.00024468024,0.0000010834366,3.216296e-7,9.604486e-7,0.000011677661,0.0000021213104,0.00009823215],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982256,0.00003507846,0.0000124027265,0.00002753235,0.000047936053,0.000054609223],"domain_scores_gemma":[0.99955076,0.00020001813,0.00009947947,0.000033706547,0.000058103993,0.000057851423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027966438,0.0004515585,0.00022939993,0.00025206487,0.00014853607,0.0002964544,0.00024587603,0.00032155483,0.00073006033],"category_scores_gemma":[0.001106214,0.00017993979,0.00020467232,0.00014720182,0.00034020873,0.00025984333,0.0003460287,0.0001707267,0.00012176751],"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":[0.0017448111,0.00023138203,0.053873315,0.00019142678,0.000089573216,0.0006442024,0.00016640266,0.1475479,0.76587486,0.00025074134,0.00006071315,0.029324673],"study_design_scores_gemma":[0.000173817,0.009939163,0.27014935,0.000046726655,0.0003267945,0.0009422284,0.0004899838,0.14676936,0.56943977,0.00028875787,0.0013634916,0.00007052023],"about_ca_topic_score_codex":0.0017130834,"about_ca_topic_score_gemma":0.0051328056,"teacher_disagreement_score":0.0017130834,"about_ca_system_score_codex":0.00026088618,"about_ca_system_score_gemma":0.00018638262,"threshold_uncertainty_score":0.0034062266},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37054655,0.00016963952,0.6139041,0.00011143389,0.0001070589,0.0051714783,0.0021701779,0.0029274723,0.0048921267],"genre_scores_gemma":[0.67947125,0.00023708331,0.30473602,0.00011013307,0.000035908095,0.007196528,0.001710029,0.00023722046,0.00626585],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99869883,0.00019859789,0.00014322925,0.00013253464,0.00077479007,0.000051935578],"domain_scores_gemma":[0.99772555,0.00034165138,0.0002662215,0.0005037246,0.0011002211,0.00006268102],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020728842,0.0007029397,0.0003782764,0.001380245,0.0005549113,0.00034048955,0.0009916754,0.00057849794,0.0038880205],"category_scores_gemma":[0.0027523546,0.0003167916,0.00021747682,0.0008943582,0.00045198697,0.000411684,0.0005688244,0.0005030689,0.0009623487],"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":[0.000697472,0.0005146165,0.012917387,0.00043136292,0.000023817272,0.00023789909,0.00039898584,0.011730023,0.85170865,0.0034542638,0.002207858,0.11567755],"study_design_scores_gemma":[0.00018461,0.008375297,0.039684445,0.00012263082,0.00005887202,0.0006398398,0.0002831584,0.03007282,0.89934343,0.0015005467,0.019604508,0.00012975167],"about_ca_topic_score_codex":0.00073657767,"about_ca_topic_score_gemma":0.0013496953,"teacher_disagreement_score":0.0038880205,"about_ca_system_score_codex":0.0003776869,"about_ca_system_score_gemma":0.0009040293,"threshold_uncertainty_score":0.013006687},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998887,0.000032346667,0.00082832744,0.000004107138,0.0000016989026,0.0000048016022,0.000058989484,0.000013600174,0.00016913145],"genre_scores_gemma":[0.99904305,0.00003013445,0.000510947,0.000004171457,6.6822344e-7,0.0000054791735,0.00006790825,0.000003643173,0.0003339496],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981934,0.000026809816,0.000011199081,0.00002788652,0.000075611075,0.00003924185],"domain_scores_gemma":[0.9995159,0.00010610322,0.000119544704,0.00003862004,0.00016779765,0.00005212968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024895775,0.00027071184,0.0001964462,0.0002919579,0.00026349621,0.00018149197,0.00014013174,0.00022060258,0.0010862981],"category_scores_gemma":[0.0005162014,0.00019321538,0.0001484705,0.00019261573,0.0003291188,0.00028974868,0.00026701193,0.00025857973,0.00013169757],"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":[0.00010181375,0.000011336906,0.0018532893,0.00002293475,0.0000044754534,0.000064564985,0.00006985881,0.00043103067,0.9962119,0.000015678881,0.000009558968,0.0012035801],"study_design_scores_gemma":[0.000004755341,0.00035394027,0.02661716,0.0000045391103,0.000012012021,0.000116594565,0.00021425029,0.0021473349,0.9702308,0.000017490727,0.00027059997,0.000010434802],"about_ca_topic_score_codex":0.0011877923,"about_ca_topic_score_gemma":0.00198173,"teacher_disagreement_score":0.0011877923,"about_ca_system_score_codex":0.00023283398,"about_ca_system_score_gemma":0.0001064846,"threshold_uncertainty_score":0.0036340356},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8590608,0.00067756197,0.12832923,0.00015632255,0.00003750575,0.000033020235,0.000114186245,0.00009634824,0.0114950035],"genre_scores_gemma":[0.99342996,0.00025189717,0.0025767116,0.0000074881705,0.000008152079,0.0000124550725,0.000030193247,0.000012154663,0.0036709192],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989104,0.000009612202,0.000003657752,0.000012133013,0.00004736393,0.000036210953],"domain_scores_gemma":[0.9998822,0.00004643838,0.000020524416,0.000007901127,0.00002801139,0.000014901572],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016576069,0.00034727942,0.00032990007,0.00054042065,0.0002368996,0.00055817474,0.0003390263,0.00063151366,0.0015992678],"category_scores_gemma":[0.00056816445,0.00014286222,0.00030227,0.00026269778,0.0008689438,0.00050569966,0.00061658863,0.00029539192,0.0002910136],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002392857,0.000098000564,0.005652253,0.00027788934,0.000034071956,0.002807371,0.00048412976,0.6779491,0.24226044,0.03149168,0.00076630735,0.0379395],"study_design_scores_gemma":[0.000047335157,0.00015452044,0.0074806446,0.00004272038,0.00001260829,0.00045833332,0.00044347544,0.9516517,0.03243964,0.005997837,0.0012366569,0.00003451811],"about_ca_topic_score_codex":0.0010698014,"about_ca_topic_score_gemma":0.0009816436,"teacher_disagreement_score":0.0015992678,"about_ca_system_score_codex":0.00027729187,"about_ca_system_score_gemma":0.0003162065,"threshold_uncertainty_score":0.005350113},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999206,0.0002110034,0.0004335086,0.000005448789,0.0000026560876,0.0000127850535,0.000031025884,0.000006787086,0.000090921036],"genre_scores_gemma":[0.993668,0.00046092705,0.00501309,0.00001680854,0.0000032258854,0.000020788959,0.00014745565,0.0000071863487,0.0006625558],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997229,0.00007919877,0.00002555596,0.00005301766,0.00006449741,0.00005483794],"domain_scores_gemma":[0.99968815,0.000069083704,0.000101590726,0.000030982417,0.000053392556,0.00005691196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032139578,0.00043299288,0.00036155884,0.00041300931,0.00027425014,0.00047917708,0.00028071742,0.00031089224,0.00048761626],"category_scores_gemma":[0.00040494793,0.00018572163,0.00043461288,0.00026307773,0.00022156611,0.00039974414,0.00035863847,0.00024570612,0.0001745678],"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":[0.0005886348,0.000108976245,0.0021688489,0.00022039539,0.000029661558,0.00008361645,0.00006308644,0.00040367944,0.98991513,0.000014929868,0.000016012978,0.006387155],"study_design_scores_gemma":[0.000018575987,0.0044302787,0.014069088,0.000019090914,0.00008066063,0.00015090645,0.0001511372,0.00076745776,0.9796214,0.000011648993,0.0006611671,0.00001853062],"about_ca_topic_score_codex":0.0019599847,"about_ca_topic_score_gemma":0.0056322836,"teacher_disagreement_score":0.0019599847,"about_ca_system_score_codex":0.00023596612,"about_ca_system_score_gemma":0.00024525676,"threshold_uncertainty_score":0.0038971305},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99612075,0.0000139975555,0.0035333126,0.0000023559326,7.5428414e-7,0.00000452722,0.000031334133,0.000013914385,0.00027905256],"genre_scores_gemma":[0.99912566,0.000011220904,0.0006082647,4.9243084e-7,2.5962154e-7,0.0000019722743,0.000033560795,0.0000021664457,0.00021644076],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999019,0.000011696541,0.000006506853,0.000020354435,0.00003841371,0.0000210885],"domain_scores_gemma":[0.9997862,0.000057378173,0.000053339616,0.000016321088,0.00006941674,0.000017366352],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018716067,0.00026031223,0.00022845264,0.0006897798,0.00018511222,0.00024797628,0.00019405599,0.00022715422,0.00080528785],"category_scores_gemma":[0.00043127165,0.00015555815,0.00026627368,0.00034858598,0.00022156781,0.0001370583,0.00017152655,0.00012284455,0.00014107599],"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":[0.00084016763,0.00017965236,0.08162793,0.00015775567,0.00007691638,0.0012067589,0.00020724392,0.3647122,0.5200693,0.0011976853,0.0002227979,0.029501492],"study_design_scores_gemma":[0.000020948546,0.000610197,0.0900107,0.000011313229,0.00004311093,0.00022054605,0.00020555132,0.81449986,0.09364458,0.00020728662,0.0005035646,0.000022326467],"about_ca_topic_score_codex":0.0057939505,"about_ca_topic_score_gemma":0.009173713,"teacher_disagreement_score":0.0057939505,"about_ca_system_score_codex":0.0003423801,"about_ca_system_score_gemma":0.0002532486,"threshold_uncertainty_score":0.011520445},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989586,0.00003384059,0.00041913654,0.0000038408466,0.0000029304258,0.00000768024,0.000019913121,0.00002339464,0.00053060957],"genre_scores_gemma":[0.9993185,0.000028131692,0.00020553233,0.000004668902,0.0000014813822,0.0000024116193,0.000019367239,0.0000032867501,0.00041665253],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996824,0.000021552081,0.000011363248,0.000036271824,0.00014386063,0.00010462112],"domain_scores_gemma":[0.99948347,0.00016702428,0.00009796338,0.000095992764,0.00006169329,0.000093813105],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024534375,0.00028389177,0.0003814128,0.00054646836,0.0005460024,0.00035491108,0.00029190085,0.0003255221,0.0019231783],"category_scores_gemma":[0.00085358764,0.00021838193,0.0003151964,0.00029341088,0.0007782365,0.00022639292,0.0006764296,0.00049434684,0.00014586383],"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":[0.001278127,0.00015380344,0.0051042945,0.000071235794,0.000021322798,0.0011299232,0.000417995,0.0040084473,0.9801326,0.00044113278,0.00007062133,0.007170576],"study_design_scores_gemma":[0.000060819457,0.002684535,0.047151256,0.0000136862645,0.000057220208,0.00067109155,0.0003279858,0.011547038,0.93631387,0.00042607792,0.00070726866,0.00003909827],"about_ca_topic_score_codex":0.0017334191,"about_ca_topic_score_gemma":0.0018064056,"teacher_disagreement_score":0.0019231783,"about_ca_system_score_codex":0.00029525283,"about_ca_system_score_gemma":0.00016470981,"threshold_uncertainty_score":0.0064336658},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93209064,0.0005826788,0.06405699,0.00005738873,0.000045376495,0.00061552593,0.00021973558,0.00026619367,0.0020654604],"genre_scores_gemma":[0.9571211,0.000819971,0.040314715,0.000021142823,0.000014212201,0.00015926364,0.00014511093,0.00004006414,0.0013643493],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99938786,0.000113644455,0.000034206645,0.00008976635,0.0003240163,0.000050519822],"domain_scores_gemma":[0.99929917,0.0002051512,0.0001047548,0.00018702098,0.00015224447,0.000051698335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007165106,0.0005095046,0.0002836204,0.0005532564,0.00045554797,0.0002878664,0.0006709258,0.00063213776,0.0013375086],"category_scores_gemma":[0.0008828591,0.00025118008,0.0002687474,0.0005679422,0.00056893774,0.0005913289,0.00042931546,0.00061159616,0.00027275673],"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":[0.00028204947,0.0008416323,0.0013803783,0.00040016114,0.000020859505,0.00028089146,0.00029513435,0.0051742694,0.9660768,0.00040659306,0.00010006433,0.024741191],"study_design_scores_gemma":[0.00006944282,0.0042616343,0.0041912626,0.000021305683,0.00003913721,0.00024708718,0.00012733461,0.0057920483,0.9832736,0.00012390815,0.0018024566,0.00005072311],"about_ca_topic_score_codex":0.0013242465,"about_ca_topic_score_gemma":0.0018470971,"teacher_disagreement_score":0.0013375086,"about_ca_system_score_codex":0.00022602477,"about_ca_system_score_gemma":0.0003347975,"threshold_uncertainty_score":0.0044744015},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9887318,0.000086942855,0.003117287,0.000082421175,0.000019055036,0.00002897414,0.00530707,0.000680756,0.0019457651],"genre_scores_gemma":[0.99093646,0.000071752416,0.003186789,0.000011871581,0.0000053695585,0.000046818604,0.0042771986,0.000042448377,0.001421299],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998646,0.000017098584,0.00000951311,0.000033200347,0.000058591617,0.000016905278],"domain_scores_gemma":[0.99974066,0.00002918417,0.00004219548,0.000035511257,0.00013602395,0.000016435928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000294612,0.0005170164,0.00035013768,0.0010878216,0.00052857306,0.00052344205,0.00065481826,0.0004478176,0.002299981],"category_scores_gemma":[0.0004925771,0.00026387203,0.00051380834,0.0012407404,0.00023644221,0.00028836358,0.00022863307,0.00032275083,0.00049654616],"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":[0.00042886083,0.0002695155,0.24529281,0.0002062988,0.00032739184,0.0009366757,0.00068502553,0.6140188,0.021394676,0.0005959841,0.008132325,0.10771167],"study_design_scores_gemma":[0.000085975866,0.00020366396,0.47245342,0.000040986426,0.00012371554,0.00018023643,0.00057686627,0.51133126,0.0061691287,0.00029531287,0.008446303,0.000093097995],"about_ca_topic_score_codex":0.23234214,"about_ca_topic_score_gemma":0.24468774,"teacher_disagreement_score":0.23234214,"about_ca_system_score_codex":0.0018348449,"about_ca_system_score_gemma":0.000980855,"threshold_uncertainty_score":0.4619795},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975426,0.000026660266,0.0019822426,0.000009438738,0.0000011972962,0.0000031310776,0.000023610026,0.000016467417,0.00039469523],"genre_scores_gemma":[0.9992223,0.000024399575,0.00040367522,0.0000013605497,7.238316e-7,0.0000016035445,0.000021946584,0.0000030303952,0.000321038],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999821,0.00001629037,0.000008779224,0.000018756788,0.00009465074,0.00004046196],"domain_scores_gemma":[0.9996363,0.00018338367,0.00005925744,0.000023822915,0.00006903652,0.000028294888],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029775032,0.0002839026,0.00034302633,0.0005711719,0.00020516705,0.00047367797,0.00045472404,0.00038714585,0.0006410238],"category_scores_gemma":[0.000720424,0.00014524093,0.00029810876,0.00035218854,0.0007231616,0.00024699254,0.0003442196,0.00022947848,0.00010285614],"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":[0.0011469286,0.00013997445,0.025248565,0.00029204454,0.000071741866,0.0014824577,0.0004149846,0.39970958,0.5462552,0.0012555793,0.0001870921,0.023795862],"study_design_scores_gemma":[0.000032022428,0.00037195464,0.033395357,0.000011856878,0.00002802876,0.0001388298,0.0003988767,0.8288421,0.13629615,0.00018907698,0.00026816624,0.000027557238],"about_ca_topic_score_codex":0.009613197,"about_ca_topic_score_gemma":0.00633824,"teacher_disagreement_score":0.009613197,"about_ca_system_score_codex":0.00038697335,"about_ca_system_score_gemma":0.00034872943,"threshold_uncertainty_score":0.019114435},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988844,0.000037613303,0.0008675056,0.0000036739973,0.0000068705126,0.0000116735455,0.000045291014,0.000023213846,0.00011968768],"genre_scores_gemma":[0.9965063,0.000051668725,0.0021337145,0.0000049902296,0.0000013661771,0.000011737205,0.00008245033,0.000016388534,0.0011912952],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994541,0.00004729287,0.00007111807,0.000108705106,0.0002425554,0.000076256794],"domain_scores_gemma":[0.9985183,0.000553793,0.00021134516,0.00020550196,0.00032019962,0.00019080448],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000609992,0.00057111395,0.0005145567,0.0005491865,0.00027012764,0.00033717373,0.0003639457,0.00039287496,0.0019966196],"category_scores_gemma":[0.0022631742,0.000298425,0.00027240044,0.0002319928,0.00025133364,0.0004117837,0.0005529162,0.00020244962,0.00035080494],"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":[0.0011271504,0.00010573249,0.0056378376,0.00011010116,0.000025643621,0.00015976204,0.0002538293,0.0018894074,0.9810493,0.000051410134,0.000057440386,0.00953236],"study_design_scores_gemma":[0.000053405445,0.005232846,0.03239965,0.000031070358,0.000064276464,0.00022389441,0.00047937618,0.012829004,0.94735277,0.00006762538,0.0012275148,0.0000386445],"about_ca_topic_score_codex":0.002062728,"about_ca_topic_score_gemma":0.0040812846,"teacher_disagreement_score":0.002062728,"about_ca_system_score_codex":0.00031195575,"about_ca_system_score_gemma":0.00027506766,"threshold_uncertainty_score":0.0066792965},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99904925,0.000024274761,0.000524909,0.000009031739,0.00000436908,0.00003246801,0.0001430916,0.000048631293,0.00016381865],"genre_scores_gemma":[0.9964328,0.000047744154,0.0019014737,0.000007197889,0.0000032478008,0.00004083361,0.00046016107,0.00002072232,0.0010857792],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991875,0.00010980898,0.00007704447,0.00018345525,0.00030787734,0.00013422218],"domain_scores_gemma":[0.99909997,0.0000999439,0.00015255883,0.000171952,0.00031284805,0.0001626941],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016087971,0.0010757267,0.0009415119,0.0017692661,0.0011825068,0.0008173033,0.0011694813,0.0010150273,0.00089253776],"category_scores_gemma":[0.0015431017,0.0006333101,0.0008861438,0.0006809968,0.00069414434,0.00042997344,0.0006149617,0.00065056595,0.0006852774],"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":[0.003425565,0.0042870105,0.27959123,0.000395858,0.00036043624,0.0073624915,0.0019864922,0.10306796,0.5322219,0.00032659582,0.0011460716,0.06582842],"study_design_scores_gemma":[0.00015537092,0.03319809,0.6200124,0.000045227855,0.00033343962,0.004169495,0.0020383594,0.0958366,0.23926173,0.00013448155,0.004545697,0.00026915723],"about_ca_topic_score_codex":0.013204444,"about_ca_topic_score_gemma":0.021356342,"teacher_disagreement_score":0.013204444,"about_ca_system_score_codex":0.0020306248,"about_ca_system_score_gemma":0.00090562255,"threshold_uncertainty_score":0.02625519},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982969,0.0001984468,0.0009195578,0.000005553923,0.000002886676,0.000005848098,0.00009511144,0.000021263599,0.00045453114],"genre_scores_gemma":[0.9987149,0.00006827108,0.00057466934,0.0000053975587,0.0000010539469,0.000005026172,0.00013019137,0.0000071364675,0.00049338385],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997242,0.000028280003,0.000024142892,0.00005186925,0.00013517999,0.00003626684],"domain_scores_gemma":[0.99958974,0.00009290687,0.00013149183,0.000036215577,0.00009350072,0.000056178404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024906054,0.00031556294,0.0002160421,0.0006717543,0.00018429855,0.00026330233,0.00017682117,0.0001716262,0.0020597961],"category_scores_gemma":[0.00045816897,0.00022247383,0.00019224914,0.00030299046,0.00033570087,0.00021374587,0.00023979408,0.00015478137,0.00032272772],"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":[0.00018919779,0.000009429166,0.0017836682,0.0000435691,0.000012327625,0.00007456194,0.00005945163,0.00079248624,0.99446046,0.000032602788,0.000015980542,0.0025263063],"study_design_scores_gemma":[0.000012040187,0.0005090448,0.035312865,0.000015140294,0.000046617202,0.00028882123,0.00019501236,0.002994757,0.95951986,0.0000374308,0.0010488827,0.000019514435],"about_ca_topic_score_codex":0.001522568,"about_ca_topic_score_gemma":0.002798854,"teacher_disagreement_score":0.0020597961,"about_ca_system_score_codex":0.00022533404,"about_ca_system_score_gemma":0.00012946369,"threshold_uncertainty_score":0.0068906546},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99959,0.000014200431,0.00026723027,0.0000040175005,0.0000017972395,0.0000020306165,0.00002811782,0.000015821735,0.00007675773],"genre_scores_gemma":[0.99963,0.000015959366,0.0001672903,0.000002933391,9.796782e-7,0.0000026887317,0.00005180588,0.0000028896764,0.00012552692],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99967015,0.000021441829,0.000019928599,0.00007871773,0.00014104639,0.00006868265],"domain_scores_gemma":[0.99967146,0.000092088405,0.00007157989,0.000037036054,0.00006134375,0.00006645111],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037583054,0.00050702726,0.00073414145,0.00083174015,0.00044947883,0.00088590157,0.0004970415,0.00066316593,0.0011810107],"category_scores_gemma":[0.0004813743,0.00029655336,0.00048505783,0.000573991,0.0012656015,0.0004499916,0.00049411267,0.000419096,0.00015420199],"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":[0.0019590857,0.0003322148,0.034809906,0.00012470607,0.00008298728,0.0020874415,0.001123707,0.03024133,0.91983044,0.00024638034,0.00008928182,0.009072544],"study_design_scores_gemma":[0.000167503,0.00628385,0.37063247,0.00005721903,0.000229944,0.00067052664,0.0040073986,0.15735708,0.45916367,0.00037642414,0.0008872104,0.00016673561],"about_ca_topic_score_codex":0.0031330378,"about_ca_topic_score_gemma":0.0031636201,"teacher_disagreement_score":0.0031330378,"about_ca_system_score_codex":0.00038855252,"about_ca_system_score_gemma":0.00031657118,"threshold_uncertainty_score":0.0062295794},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989303,0.0003430384,0.00044006988,0.000006750199,0.000003876177,0.0000065638224,0.000046975267,0.000012159679,0.00021012255],"genre_scores_gemma":[0.9990349,0.00012485658,0.00034796668,0.000008254276,0.0000015842784,0.0000049826936,0.00007596182,0.000008598966,0.000392874],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995703,0.00006836319,0.000043264074,0.0000660821,0.00016670555,0.00008526488],"domain_scores_gemma":[0.9995061,0.00012351057,0.00017966398,0.00003934751,0.00007755972,0.00007381331],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003685865,0.0004949527,0.0003722372,0.0003389662,0.00023240039,0.00030294075,0.00019145686,0.00028679773,0.0014703318],"category_scores_gemma":[0.00074606953,0.00034838996,0.00029585356,0.0002566624,0.00034716522,0.00032172105,0.00027857782,0.00043259643,0.00019082463],"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":[0.00022403325,0.000014852378,0.0009375563,0.000030472485,0.000014259615,0.000051565155,0.000053345586,0.00021721897,0.99733055,0.000019940122,0.000007942464,0.0010983574],"study_design_scores_gemma":[0.000006058639,0.00042316492,0.013716972,0.000004136379,0.000026574246,0.00011437887,0.00007771945,0.00090672425,0.98430055,0.000023121356,0.00039185557,0.000008655077],"about_ca_topic_score_codex":0.0016726133,"about_ca_topic_score_gemma":0.0037534889,"teacher_disagreement_score":0.0016726133,"about_ca_system_score_codex":0.00024905437,"about_ca_system_score_gemma":0.00022382553,"threshold_uncertainty_score":0.004918754},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99957615,0.0000066495336,0.00006254692,0.0000017909304,9.893399e-7,0.0000026393623,0.000022812532,0.0000107244,0.000315737],"genre_scores_gemma":[0.99927527,0.000010318428,0.00015481828,0.0000019332401,5.360821e-7,0.000001549957,0.000065444685,0.0000038370076,0.0004863086],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969447,0.000019349744,0.000013202377,0.000045093366,0.00012512719,0.00010278841],"domain_scores_gemma":[0.9995215,0.00007161359,0.000070411275,0.00006432012,0.00014459033,0.00012760199],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019737105,0.0004320905,0.00044836517,0.0006070036,0.00058357796,0.00041577846,0.00048365773,0.00040657233,0.001709643],"category_scores_gemma":[0.00084648066,0.00020075019,0.00024474447,0.0005165051,0.000405654,0.00021448673,0.0006838591,0.00017168692,0.00051746797],"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":[0.004723201,0.00036231568,0.108512,0.00026208092,0.000099229306,0.0021114799,0.0021018435,0.042499155,0.7706335,0.0002069302,0.0006651361,0.06782309],"study_design_scores_gemma":[0.00006679637,0.0069850716,0.6067761,0.000027755388,0.0000876082,0.0007931369,0.002786296,0.043741718,0.3353314,0.0000951085,0.003212327,0.00009670921],"about_ca_topic_score_codex":0.012705541,"about_ca_topic_score_gemma":0.027446708,"teacher_disagreement_score":0.012705541,"about_ca_system_score_codex":0.0005675918,"about_ca_system_score_gemma":0.0004919,"threshold_uncertainty_score":0.02526319},"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":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1261208,0.012813518,0.0068524326,0.14018232,0.049486343,0.00039092812,0.0015432264,0.0017416081,0.6608689],"genre_scores_gemma":[0.2900072,0.0035846073,0.0028701862,0.012851278,0.0050089364,0.000121106656,0.001121435,0.00061763957,0.6838177],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9978993,0.00021877483,0.000083681734,0.00022708559,0.0007505558,0.0008207453],"domain_scores_gemma":[0.99686795,0.00030497054,0.00019269263,0.000418399,0.0010902532,0.0011256778],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020259174,0.0005605694,0.0005618784,0.0011839089,0.01118064,0.0059533603,0.0017134397,0.0037906114,0.056292173],"category_scores_gemma":[0.005572607,0.00038366576,0.00065343187,0.0010190245,0.003960857,0.003471418,0.005198309,0.0046107117,0.004773738],"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":[0.00017810019,0.00009260217,0.004111864,0.00021533176,0.00001208567,0.0013410044,0.005790639,0.00015892595,0.001475793,0.050940596,0.8051028,0.13058026],"study_design_scores_gemma":[0.0000045677316,0.000024987452,0.0054247817,0.00006847061,0.000003994135,0.000111763635,0.0047645224,0.000037522594,0.00015199608,0.0014789519,0.98791784,0.000010605932],"about_ca_topic_score_codex":0.084621035,"about_ca_topic_score_gemma":0.19452871,"teacher_disagreement_score":0.084621035,"about_ca_system_score_codex":0.002792225,"about_ca_system_score_gemma":0.009457703,"threshold_uncertainty_score":0.1883161},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9997707,0.000005735302,0.0001396595,0.0000015171031,0.0000012023761,0.000005498858,0.00001808555,0.000007948688,0.000049600432],"genre_scores_gemma":[0.99908173,0.000015916848,0.00036586486,0.0000037731918,9.882162e-7,0.000011396324,0.00008569321,0.0000051191887,0.0004296402],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996706,0.0000419736,0.000026702188,0.00007046787,0.000104727,0.0000854787],"domain_scores_gemma":[0.9994424,0.00013122695,0.00010171445,0.00008722105,0.00011877467,0.00011858001],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047039866,0.00086177106,0.00043784874,0.00049718056,0.00045832252,0.00024985994,0.00053610164,0.0006157436,0.001852846],"category_scores_gemma":[0.0011433298,0.00040432558,0.00035621136,0.00022195814,0.00094157207,0.00044894964,0.0005194148,0.00043893277,0.0003091758],"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":[0.00302326,0.0012997636,0.015157868,0.00010664785,0.000048374488,0.0004854197,0.00058635185,0.013689077,0.95772743,0.00009929351,0.00006907335,0.007707373],"study_design_scores_gemma":[0.00016217389,0.030599648,0.10056716,0.000021875778,0.00007108663,0.00032065235,0.000774752,0.023449207,0.843272,0.000087239976,0.0006074864,0.000066806715],"about_ca_topic_score_codex":0.0022157014,"about_ca_topic_score_gemma":0.0036289766,"teacher_disagreement_score":0.0022157014,"about_ca_system_score_codex":0.00030475593,"about_ca_system_score_gemma":0.00025212974,"threshold_uncertainty_score":0.0061983466},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99957615,0.000107716485,0.000079841484,0.0000023819425,0.0000020945847,0.0000028751965,0.000021920443,0.0000072836915,0.00019971842],"genre_scores_gemma":[0.99928266,0.000108088185,0.00019797722,0.000007342072,0.0000011187878,0.0000027200354,0.00005481708,0.0000060704206,0.0003392134],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984455,0.000024888664,0.000015613294,0.000028306831,0.000057510595,0.000029025457],"domain_scores_gemma":[0.9997063,0.000055572767,0.00009834837,0.00002580694,0.00006358653,0.000050326806],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020030909,0.00032270345,0.00019581261,0.0003779428,0.00010570388,0.00026389066,0.00013410993,0.00013393434,0.0012975156],"category_scores_gemma":[0.0003904436,0.00015985918,0.00019551262,0.00029406114,0.00020279641,0.00019628368,0.00020582227,0.00022149937,0.00018981639],"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":[0.00057257543,0.00010024732,0.00543233,0.000092759066,0.000025402973,0.00013954936,0.0001095136,0.0006762298,0.98850644,0.00003677111,0.000033449203,0.0042746374],"study_design_scores_gemma":[0.000014722076,0.0016290479,0.05159436,0.000014130835,0.00004425787,0.00010049532,0.00016760797,0.0010522424,0.9446068,0.000020047972,0.00074581325,0.000010424901],"about_ca_topic_score_codex":0.0015402898,"about_ca_topic_score_gemma":0.004438478,"teacher_disagreement_score":0.0015402898,"about_ca_system_score_codex":0.00016266132,"about_ca_system_score_gemma":0.00014530412,"threshold_uncertainty_score":0.004340589},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99723685,0.00011456556,0.0016394062,0.000008446243,0.000007030948,0.000009403523,0.000027498043,0.00005420537,0.0009025764],"genre_scores_gemma":[0.99867475,0.00007815248,0.00067563844,0.0000031928093,0.0000020570965,0.0000035782432,0.000026152873,0.0000073099823,0.0005291646],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991417,0.0000057889206,0.000005017419,0.000010247333,0.00003598348,0.000028817438],"domain_scores_gemma":[0.99975914,0.000047852995,0.000059758142,0.000022410628,0.000046986002,0.000063915046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013755006,0.0003650309,0.0003008142,0.00075150543,0.00024026366,0.0002680281,0.00027273048,0.000218717,0.0017661613],"category_scores_gemma":[0.00036654063,0.00013943623,0.00016024406,0.00038977998,0.00031936524,0.0003722349,0.0005516888,0.00022450754,0.00034672298],"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":[0.0005061263,0.000105812636,0.0024374363,0.00015285776,0.000009909335,0.00026922897,0.00013415587,0.00579944,0.97228515,0.00015749643,0.00009574275,0.018046644],"study_design_scores_gemma":[0.00005431906,0.001761921,0.03030317,0.000033050717,0.000044547447,0.00019324802,0.00037755008,0.015496066,0.94870394,0.00020830013,0.0027866182,0.000037353777],"about_ca_topic_score_codex":0.000982262,"about_ca_topic_score_gemma":0.0024050875,"teacher_disagreement_score":0.0017661613,"about_ca_system_score_codex":0.00017464756,"about_ca_system_score_gemma":0.00011212595,"threshold_uncertainty_score":0.0059084296},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0038926145,0.00006793723,0.9935999,0.000060218044,0.000027715743,0.000033735574,0.00012157619,0.00033587118,0.0018605068],"genre_scores_gemma":[0.2146905,0.0004305004,0.77650064,0.00013231942,0.000042411946,0.0004428782,0.00059211935,0.0005014944,0.006667155],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997677,0.000047186015,0.000017234126,0.000029723455,0.00011521529,0.000022861837],"domain_scores_gemma":[0.99969196,0.00012501093,0.0000321194,0.000036510595,0.00008635652,0.00002799706],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005277729,0.0007529968,0.0009764647,0.00068060955,0.0006495394,0.0010945335,0.002423098,0.0020155646,0.005196428],"category_scores_gemma":[0.0008459307,0.0008120431,0.0010726501,0.0006163022,0.00078711816,0.0007415543,0.0011505827,0.0013113436,0.0012461791],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024860745,0.00007236011,0.00033742213,0.000091570466,0.000025864425,0.0000940008,0.00012301498,0.9485579,0.0083928155,0.024077533,0.0008269492,0.017375663],"study_design_scores_gemma":[0.0000039967067,0.0000062648674,0.000041715208,0.000008068304,0.0000030816839,0.00001529284,0.000008731091,0.9957087,0.000535875,0.0013944943,0.002266665,0.000007167385],"about_ca_topic_score_codex":0.008456951,"about_ca_topic_score_gemma":0.010769628,"teacher_disagreement_score":0.008456951,"about_ca_system_score_codex":0.00054719,"about_ca_system_score_gemma":0.0012189146,"threshold_uncertainty_score":0.017383754},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.764961,0.00083052146,0.22643076,0.0001134204,0.000078285644,0.0001015595,0.00044844035,0.00041000053,0.006626119],"genre_scores_gemma":[0.98833126,0.00020423013,0.010793604,0.000014696101,0.000014452607,0.000029428931,0.00007607419,0.000017338594,0.0005188465],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955124,0.00005188422,0.0000570844,0.000084350315,0.00020771906,0.000047694528],"domain_scores_gemma":[0.99897695,0.00024783835,0.00023012198,0.000100594036,0.00038936196,0.000055148063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062522985,0.0008192893,0.0003805016,0.0024681368,0.00023518807,0.00072386867,0.00095102034,0.0004009167,0.0011230792],"category_scores_gemma":[0.0019179427,0.00019139389,0.00027496408,0.001153525,0.0007685734,0.0012223899,0.0005634975,0.000290235,0.00014484691],"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":[0.00042275508,0.00018152644,0.07470829,0.0009775332,0.00012854971,0.0014848112,0.0014606877,0.23309709,0.38103032,0.021945935,0.0012323536,0.28333014],"study_design_scores_gemma":[0.00003706262,0.0005112089,0.14295007,0.000097858996,0.00009213829,0.0015397017,0.0016116697,0.7039062,0.119002014,0.024079243,0.005904126,0.00026877457],"about_ca_topic_score_codex":0.0018805974,"about_ca_topic_score_gemma":0.0039555407,"teacher_disagreement_score":0.0024681368,"about_ca_system_score_codex":0.00051968865,"about_ca_system_score_gemma":0.0004909947,"threshold_uncertainty_score":0.0037706494},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989674,0.000006277649,0.00025615102,0.000011836658,0.000005903844,0.0000054297752,0.000056017852,0.000034794353,0.00065621955],"genre_scores_gemma":[0.99879223,0.000010306567,0.00019606751,0.0000038758185,7.144221e-7,0.000003673725,0.00008363226,0.000009519199,0.0008999868],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997358,0.00002654364,0.000013708994,0.00004873335,0.00007983931,0.00009537479],"domain_scores_gemma":[0.9995939,0.00009977213,0.000040348583,0.00005003961,0.000062819716,0.00015311711],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023936189,0.0005129021,0.00078455644,0.000579099,0.0010916762,0.000973151,0.00092631154,0.0017423285,0.0034791217],"category_scores_gemma":[0.0007323003,0.00037264285,0.0005704687,0.00039088307,0.00129961,0.00045078504,0.00090424385,0.00070664496,0.00057354884],"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":[0.0051668584,0.0013160645,0.0386582,0.00020373518,0.00019260013,0.008545516,0.0022841967,0.4863251,0.44215572,0.0014736474,0.0009942463,0.012684055],"study_design_scores_gemma":[0.00033179112,0.006920778,0.15479428,0.000103908984,0.00026694537,0.000877006,0.0041939607,0.6575138,0.17172456,0.00055054936,0.0024436086,0.0002787777],"about_ca_topic_score_codex":0.015272217,"about_ca_topic_score_gemma":0.009448497,"teacher_disagreement_score":0.015272217,"about_ca_system_score_codex":0.0005202953,"about_ca_system_score_gemma":0.0008614632,"threshold_uncertainty_score":0.03036666},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9966241,0.00016661827,0.0019834158,0.00001530744,0.000013911118,0.00002379316,0.000058442736,0.000073936266,0.0010404787],"genre_scores_gemma":[0.99801373,0.00008461158,0.0011947785,0.000015694124,0.0000034961693,0.000010710487,0.000061671875,0.000007685234,0.0006075701],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978095,0.00002684486,0.00001808482,0.00003615672,0.00007248513,0.00006545308],"domain_scores_gemma":[0.9994604,0.000121672056,0.00011422078,0.00008929913,0.00008336344,0.0001309665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018813509,0.00039293492,0.0002784278,0.00028970916,0.00031939446,0.0007531533,0.00035906132,0.00029741382,0.0019483671],"category_scores_gemma":[0.00079318514,0.00014978112,0.00017644677,0.00018757711,0.00040236305,0.00037180347,0.00073076616,0.00020621768,0.00036792245],"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":[0.001646916,0.00032274754,0.02209989,0.00047173144,0.00007023608,0.000469723,0.00022259908,0.019726768,0.8923572,0.0004289347,0.00039285226,0.061790403],"study_design_scores_gemma":[0.00018539224,0.009309737,0.08030815,0.00011569222,0.00020982386,0.00089109805,0.0011162802,0.04243829,0.85449255,0.000576726,0.01027891,0.000077419754],"about_ca_topic_score_codex":0.0025261417,"about_ca_topic_score_gemma":0.008008618,"teacher_disagreement_score":0.0025261417,"about_ca_system_score_codex":0.00032448475,"about_ca_system_score_gemma":0.00034124378,"threshold_uncertainty_score":0.006517887},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20704842,0.00044112754,0.78646964,0.00015710026,0.00002535893,0.00006286939,0.00001674142,0.00014588368,0.0056328545],"genre_scores_gemma":[0.9890121,0.00008306114,0.010089509,0.000011976137,0.0000039488177,0.00003197565,0.0000075912762,0.000009624355,0.0007501949],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995166,0.00014297981,0.000018506764,0.00009847648,0.00016546893,0.000058027308],"domain_scores_gemma":[0.9996793,0.00017301492,0.00004536079,0.000014784948,0.00007269041,0.000014753904],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00081483234,0.00047491677,0.00055556785,0.00031388324,0.0002223059,0.0004716471,0.00040805148,0.000483015,0.0006827784],"category_scores_gemma":[0.0011748878,0.00021416918,0.00035650795,0.00021557727,0.00036850374,0.0004196025,0.00037176712,0.000352631,0.000078801204],"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":[0.00019304725,0.00008091224,0.00090731774,0.00015220942,0.00004031325,0.00008536587,0.000090320784,0.89926475,0.03998205,0.0048396834,0.00023530159,0.05412873],"study_design_scores_gemma":[0.0000064688825,0.00007423571,0.00053519866,0.0000026375576,0.000006123143,0.0000087483595,0.000013386935,0.9957236,0.0030782775,0.0004312093,0.00011497533,0.0000051369243],"about_ca_topic_score_codex":0.0020191139,"about_ca_topic_score_gemma":0.00072193664,"teacher_disagreement_score":0.0020191139,"about_ca_system_score_codex":0.00034765425,"about_ca_system_score_gemma":0.00030895628,"threshold_uncertainty_score":0.004309237},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993316,0.00012945129,0.00023810669,0.0000050318276,0.0000011935214,0.0000036464364,0.00011137274,0.000006786218,0.00017284657],"genre_scores_gemma":[0.9993339,0.00008918086,0.000116014984,0.0000035157227,0.0000018113429,0.000006252105,0.00020090108,0.0000042323995,0.00024425873],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995586,0.000058884198,0.000026612306,0.000047251382,0.00024170234,0.00006704896],"domain_scores_gemma":[0.9995383,0.00013819024,0.00012567436,0.000032955613,0.0001169709,0.00004791461],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029070274,0.00031579137,0.00030282323,0.0006988285,0.00035175972,0.00038495575,0.00020543956,0.00028372862,0.00090921705],"category_scores_gemma":[0.0008296754,0.00014144844,0.00018498642,0.00071769144,0.0006132699,0.00040219104,0.00029099084,0.00034506037,0.00013394852],"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":[0.00040335103,0.000040482893,0.0101573225,0.00006784324,0.000016055874,0.00015111815,0.00021336495,0.00051720714,0.9849582,0.000051813975,0.000021149275,0.0034021048],"study_design_scores_gemma":[0.0000053064546,0.0008484836,0.06914874,0.000008549532,0.000016408565,0.00018041463,0.00026100277,0.0010403763,0.92816126,0.000045896504,0.0002697338,0.0000138543965],"about_ca_topic_score_codex":0.0024033778,"about_ca_topic_score_gemma":0.002881933,"teacher_disagreement_score":0.0024033778,"about_ca_system_score_codex":0.00024371987,"about_ca_system_score_gemma":0.00019669792,"threshold_uncertainty_score":0.0047788024},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992048,0.00011032481,0.0002795572,0.000010234791,0.0000119908145,0.0000035229036,0.00001904925,0.000020772044,0.0003397498],"genre_scores_gemma":[0.99927276,0.000055201494,0.00016756913,0.0000060517427,0.0000026345758,0.0000020783968,0.000012571616,0.0000037628552,0.00047738597],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998216,0.00003881458,0.00001179976,0.0000244062,0.000032018106,0.00007128957],"domain_scores_gemma":[0.9993149,0.00023826762,0.00011475986,0.00004791318,0.0001153898,0.00016871809],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022167136,0.00044292238,0.00054627855,0.00030147913,0.00029928403,0.0004769919,0.00047975316,0.00057290547,0.0036453009],"category_scores_gemma":[0.00080299715,0.00025127112,0.0003254467,0.00019816718,0.00040580233,0.00036660844,0.00047214577,0.00044757838,0.00028081163],"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":[0.013960104,0.0004996327,0.008009174,0.00039449896,0.00014342194,0.0006615984,0.0001471326,0.044373594,0.90645605,0.0003836604,0.00028736287,0.024683803],"study_design_scores_gemma":[0.00030331497,0.006397621,0.020712992,0.000041652092,0.00025757134,0.00022243864,0.00034440798,0.030499686,0.9392983,0.00025438707,0.0016333875,0.00003425064],"about_ca_topic_score_codex":0.0028454347,"about_ca_topic_score_gemma":0.004649323,"teacher_disagreement_score":0.0036453009,"about_ca_system_score_codex":0.000406039,"about_ca_system_score_gemma":0.0003956802,"threshold_uncertainty_score":0.012194753},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996007,0.000010530348,0.0001685095,0.000006270454,0.0000020199263,0.0000012535229,0.000021733367,0.000010201137,0.00017873963],"genre_scores_gemma":[0.9997925,0.000007146239,0.00003251675,0.00000146162,5.866919e-7,0.0000012224422,0.000023800158,0.0000023679654,0.0001383186],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997955,0.000024302764,0.000011067648,0.00003570419,0.000042154876,0.00009129148],"domain_scores_gemma":[0.99948823,0.00018722752,0.00006163483,0.000037285503,0.0001295394,0.00009613046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032620772,0.00024709667,0.00048805785,0.00031183832,0.0005019098,0.00080103526,0.00027929002,0.00051219756,0.0025207659],"category_scores_gemma":[0.0008284272,0.00022910202,0.00034483196,0.00024014938,0.00071743195,0.00051816786,0.00040893038,0.000342536,0.0002950747],"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":[0.010586173,0.000712724,0.05545138,0.00018099531,0.00014635015,0.0024285642,0.0008869956,0.0674535,0.8438445,0.00072574196,0.00051176694,0.017071303],"study_design_scores_gemma":[0.0002539208,0.0064235902,0.22592135,0.000029591107,0.00023156802,0.00034720995,0.003892591,0.18235189,0.57819515,0.00071139017,0.0015163526,0.00012533482],"about_ca_topic_score_codex":0.0027233672,"about_ca_topic_score_gemma":0.0030218773,"teacher_disagreement_score":0.0027233672,"about_ca_system_score_codex":0.00024177435,"about_ca_system_score_gemma":0.00033653787,"threshold_uncertainty_score":0.008432806},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948874,0.00006862571,0.0029314293,0.000053707514,0.0000058318283,0.00011966048,0.000119642114,0.000028661276,0.0017850798],"genre_scores_gemma":[0.9911843,0.00014305375,0.005564254,0.000019186342,0.0000050474055,0.000044062454,0.00011788194,0.000010083837,0.002912155],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99954295,0.000120757744,0.000022631315,0.00005975354,0.0001323602,0.000121561476],"domain_scores_gemma":[0.9993923,0.00019054995,0.000074822034,0.00007714834,0.00009555894,0.00016964116],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047124556,0.00075725396,0.00036009384,0.0009826673,0.001483565,0.00080988905,0.0013921527,0.0016959049,0.0023878645],"category_scores_gemma":[0.00079831976,0.00034654373,0.00043853067,0.0010771013,0.00095610763,0.00041419786,0.0009137931,0.0005661265,0.0003942468],"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":[0.0017139425,0.004078169,0.15615174,0.0011779891,0.00030341384,0.23350829,0.0052839387,0.41655824,0.05569419,0.0069136214,0.004512936,0.11410361],"study_design_scores_gemma":[0.00079863996,0.012549881,0.2743517,0.00036995413,0.0004734701,0.0582294,0.03801839,0.4453654,0.11801066,0.0031598816,0.048143294,0.0005293267],"about_ca_topic_score_codex":0.020407338,"about_ca_topic_score_gemma":0.06844512,"teacher_disagreement_score":0.020407338,"about_ca_system_score_codex":0.0011566282,"about_ca_system_score_gemma":0.0010460215,"threshold_uncertainty_score":0.040577114},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986362,0.00002755523,0.00086901954,0.000005729324,0.0000051331176,0.000024999255,0.000056885154,0.000025256264,0.0003491094],"genre_scores_gemma":[0.99825186,0.000055692,0.0009807266,0.0000094772195,0.00000449315,0.00001344333,0.000100177545,0.000014689457,0.0005694241],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993044,0.0000745146,0.000097371194,0.000071162096,0.00031883153,0.00013379872],"domain_scores_gemma":[0.99853146,0.0007013204,0.00019539332,0.00015572262,0.00023126122,0.00018485889],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047817302,0.0008510128,0.00053967093,0.000778129,0.0003936157,0.00027980012,0.00064641796,0.0005695655,0.0024753297],"category_scores_gemma":[0.0019622413,0.0002662318,0.00030090223,0.00049705425,0.000760588,0.00046516518,0.0007485207,0.00033663027,0.0003349201],"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":[0.0009386023,0.00017358217,0.0039177844,0.00015184237,0.000017849114,0.00045578677,0.00047732552,0.0044422057,0.9799177,0.00007009703,0.00005624467,0.009380884],"study_design_scores_gemma":[0.000054132437,0.00355016,0.03886523,0.000023769087,0.000034968463,0.00026348914,0.0004470872,0.009323186,0.94678706,0.000100053665,0.0005170048,0.00003385522],"about_ca_topic_score_codex":0.0019333278,"about_ca_topic_score_gemma":0.00353483,"teacher_disagreement_score":0.0024753297,"about_ca_system_score_codex":0.0002668837,"about_ca_system_score_gemma":0.00022780577,"threshold_uncertainty_score":0.008280754},"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":"editorial","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0006279335,0.029732138,0.0037595376,0.021194741,0.8906285,0.00008126016,0.0002761985,0.0002547663,0.05344489],"genre_scores_gemma":[0.005690707,0.03731948,0.0018912908,0.009914097,0.7434274,0.00012224683,0.0005634332,0.000699236,0.20037213],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9975561,0.00034300488,0.00022585262,0.00054982177,0.0010586819,0.00026649403],"domain_scores_gemma":[0.99485624,0.0013877288,0.00035210518,0.00043668467,0.002016554,0.0009506423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002682752,0.0024536278,0.0019397819,0.0040937816,0.0022784988,0.005683786,0.0015763832,0.0037574142,0.06036899],"category_scores_gemma":[0.006435099,0.0006755051,0.002292846,0.0019865884,0.0015005486,0.0043593096,0.0031051536,0.0059597264,0.025204722],"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":[0.00003358971,0.00004305808,0.00019543951,0.00023285416,0.000014968606,0.00015100033,0.000054594537,0.00022781895,0.0004854164,0.011370387,0.95566094,0.031529963],"study_design_scores_gemma":[0.000005046532,0.000044713954,0.00033058555,0.00021675098,0.000007867757,0.00023945836,0.000041156378,0.00019340473,0.00015271308,0.004705494,0.99405307,0.000009719035],"about_ca_topic_score_codex":0.00085185084,"about_ca_topic_score_gemma":0.0015712013,"teacher_disagreement_score":0.06036899,"about_ca_system_score_codex":0.0024088235,"about_ca_system_score_gemma":0.0025494534,"threshold_uncertainty_score":0.20195436},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959578,0.00004890104,0.0029127318,0.0000058547953,0.000004931356,0.000019181636,0.00006856412,0.000034107838,0.000947938],"genre_scores_gemma":[0.9960807,0.000050121147,0.0030685582,0.0000037945638,0.0000014688453,0.000010745098,0.0000830661,0.000004920309,0.00069669756],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999833,0.00001923975,0.000018885945,0.000028018321,0.00006231092,0.000038526774],"domain_scores_gemma":[0.99956447,0.00016053043,0.000107898646,0.00008402209,0.000051070518,0.000031850093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029210016,0.00018374812,0.00026489873,0.00018799935,0.00021739348,0.0003259311,0.00027987696,0.0002100819,0.0016907669],"category_scores_gemma":[0.0004612856,0.000109391694,0.00015338957,0.00020312384,0.00027376474,0.00021044619,0.00028821433,0.00024604183,0.00018913765],"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":[0.0005298013,0.0002529502,0.019266523,0.00017899572,0.000024066701,0.0005393046,0.00029508703,0.008372899,0.94280964,0.0004746188,0.0002330267,0.027023088],"study_design_scores_gemma":[0.000042900883,0.002806496,0.101231016,0.00003260694,0.00006403849,0.0005167465,0.00042821525,0.018289978,0.8730183,0.00017762414,0.0033675847,0.000024474954],"about_ca_topic_score_codex":0.0010798331,"about_ca_topic_score_gemma":0.0040087225,"teacher_disagreement_score":0.0016907669,"about_ca_system_score_codex":0.00019529315,"about_ca_system_score_gemma":0.0001955613,"threshold_uncertainty_score":0.0056561828},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99751544,0.000026126327,0.0018454202,0.000009183518,0.000010518547,0.000012290416,0.00007209363,0.0000307615,0.00047826945],"genre_scores_gemma":[0.9984971,0.00002272783,0.00083142676,0.00000412989,0.0000021086655,0.000009719854,0.000068694644,0.0000036335161,0.00056043273],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997663,0.00002836114,0.000012521395,0.000043928438,0.00009704927,0.000051951934],"domain_scores_gemma":[0.9995322,0.00011209034,0.00007843591,0.00006657944,0.0001442382,0.00006638897],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023277137,0.0003938843,0.000208184,0.00023283352,0.00023220458,0.00013303952,0.00037949398,0.0003994333,0.002594284],"category_scores_gemma":[0.0004187548,0.00015960513,0.0001798595,0.00016615407,0.00031923281,0.00021837777,0.00032564998,0.0002633734,0.00031412634],"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":[0.00044743306,0.00022073125,0.0018767451,0.00010947903,0.000012863779,0.00022076808,0.000185297,0.0031874012,0.98969483,0.00013092707,0.00009480984,0.0038188274],"study_design_scores_gemma":[0.000045717603,0.007557162,0.021678409,0.000020258372,0.00003561604,0.00023838475,0.0003877014,0.022617806,0.9462427,0.000089858055,0.00105854,0.000027827198],"about_ca_topic_score_codex":0.0003457227,"about_ca_topic_score_gemma":0.00057175825,"teacher_disagreement_score":0.002594284,"about_ca_system_score_codex":0.00013018367,"about_ca_system_score_gemma":0.000111847025,"threshold_uncertainty_score":0.008678794},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99908686,0.000010467877,0.00064231455,0.0000036956144,0.0000034551406,0.0000031223287,0.000014530256,0.00000978843,0.0002257882],"genre_scores_gemma":[0.99963975,0.000008979475,0.00018305477,6.3820613e-7,5.515739e-7,0.0000018608238,0.000008093618,0.0000010884035,0.00015594483],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983835,0.000020051608,0.0000065541194,0.000035493464,0.000060596536,0.000039000908],"domain_scores_gemma":[0.99972564,0.000061331164,0.0000373913,0.000041739306,0.00010614261,0.000027652086],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018897468,0.00028252925,0.00021433219,0.00019760003,0.0003497092,0.00020587466,0.00046163774,0.00030407126,0.0016836294],"category_scores_gemma":[0.00039144987,0.00013413385,0.00024174925,0.00017560387,0.00037871243,0.00022810897,0.00017582101,0.0001866355,0.00012453337],"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":[0.0012149818,0.0005940576,0.0070348606,0.00013942142,0.000020419573,0.00029842078,0.00033096527,0.036067132,0.9427467,0.00042496543,0.00019833683,0.010929769],"study_design_scores_gemma":[0.00014471602,0.0038574068,0.06772186,0.000009742044,0.00008729319,0.00011735766,0.000554673,0.29258674,0.6340749,0.00020503899,0.0005905452,0.000049678245],"about_ca_topic_score_codex":0.0021063315,"about_ca_topic_score_gemma":0.002818135,"teacher_disagreement_score":0.0021063315,"about_ca_system_score_codex":0.00024796918,"about_ca_system_score_gemma":0.00020766181,"threshold_uncertainty_score":0.0056322813},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99198467,0.0001712641,0.0028937266,0.000026136244,0.0000027102553,0.00011146088,0.00062535313,0.00006918718,0.004115475],"genre_scores_gemma":[0.98261607,0.0003354333,0.0052678995,0.000042278352,0.000004247895,0.00009546346,0.0017818133,0.000017653827,0.00983918],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996245,0.000054843364,0.0000125243,0.000039342034,0.00021681644,0.000052062896],"domain_scores_gemma":[0.99980944,0.000024139403,0.000042560834,0.000018228206,0.000082269755,0.000023410637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045005747,0.00070206804,0.00022801655,0.00065387227,0.00041344872,0.00039347692,0.00034395076,0.0004390129,0.0033502625],"category_scores_gemma":[0.00028686994,0.00012897636,0.00044747794,0.00042320162,0.00021619705,0.00031171436,0.0003778657,0.0001600631,0.00043688482],"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":[0.003123527,0.0018201761,0.17455392,0.00082031556,0.00023864977,0.001583834,0.0003637597,0.05500162,0.48812568,0.0007100516,0.0029571014,0.2707013],"study_design_scores_gemma":[0.00013289967,0.009987745,0.34394076,0.000069448986,0.0002687455,0.0010031167,0.0005530135,0.012579044,0.5948769,0.00050295633,0.036019202,0.00006619434],"about_ca_topic_score_codex":0.008027752,"about_ca_topic_score_gemma":0.020752536,"teacher_disagreement_score":0.008027752,"about_ca_system_score_codex":0.0009173231,"about_ca_system_score_gemma":0.000805416,"threshold_uncertainty_score":0.015962064},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994867,0.00006581916,0.00019472619,0.0000040433138,0.0000033242964,0.000004103259,0.000045346467,0.000007723297,0.00018815602],"genre_scores_gemma":[0.99834824,0.000078996694,0.000622723,0.000006543646,0.000002564614,0.000004327892,0.000101032434,0.000004134274,0.0008314717],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998437,0.00000965558,0.000012308265,0.000025934694,0.00007409558,0.00003431411],"domain_scores_gemma":[0.99977523,0.000033396733,0.000050079147,0.0000152473285,0.000066553344,0.000059626687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025245786,0.00038111003,0.00024356355,0.00046458023,0.00012869995,0.00018131555,0.00017140001,0.00018730956,0.0012841485],"category_scores_gemma":[0.00028115,0.00008850347,0.00022059437,0.00029015145,0.00016554871,0.00025574808,0.00019641605,0.0001940671,0.00015885614],"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":[0.00014940291,0.000044921773,0.002306414,0.000034120952,0.000007729494,0.00004067151,0.000020512038,0.00020937147,0.99442977,0.000016056565,0.000014101428,0.002726922],"study_design_scores_gemma":[0.00001358047,0.001702166,0.047314588,0.0000057661755,0.000038618815,0.00005764859,0.00010296632,0.0013924774,0.9487405,0.000016467746,0.00060120155,0.000014010691],"about_ca_topic_score_codex":0.001451612,"about_ca_topic_score_gemma":0.0039426773,"teacher_disagreement_score":0.001451612,"about_ca_system_score_codex":0.00016300274,"about_ca_system_score_gemma":0.00012530525,"threshold_uncertainty_score":0.004295945},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06962612,0.000040973693,0.9277046,0.00003444295,0.000019376837,0.000107663225,0.00003062397,0.00029816318,0.0021380405],"genre_scores_gemma":[0.78463244,0.000074632386,0.21284893,0.000021341588,0.000010310979,0.00016678381,0.00003853124,0.000036843427,0.002170241],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987483,0.000025079604,0.000011819321,0.00002856003,0.00004449336,0.000015300793],"domain_scores_gemma":[0.9998184,0.000046839443,0.000045275123,0.000016673332,0.0000578262,0.000015066434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023739638,0.00033356325,0.00023201246,0.00028336444,0.0002686329,0.00044735594,0.00035096417,0.00026548735,0.0016459203],"category_scores_gemma":[0.00047261515,0.00021293973,0.00017657905,0.00013204878,0.00029207315,0.00026181413,0.0003589092,0.0002448635,0.00022867712],"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":[0.00029803906,0.00014014993,0.003889732,0.00041042344,0.000035923007,0.0002750046,0.00035522663,0.2139496,0.5645197,0.017890744,0.0008708782,0.19736461],"study_design_scores_gemma":[0.00029168706,0.0024193784,0.0048736017,0.000089569476,0.0001042676,0.0006640454,0.00032436402,0.69725466,0.24558634,0.009245107,0.039057773,0.00008930549],"about_ca_topic_score_codex":0.00040298892,"about_ca_topic_score_gemma":0.0011232765,"teacher_disagreement_score":0.0016459203,"about_ca_system_score_codex":0.00023243915,"about_ca_system_score_gemma":0.0006543448,"threshold_uncertainty_score":0.005506158},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99684477,0.00003154731,0.0019107108,0.000012678147,0.0000093253775,0.000008120988,0.00010401687,0.000069012865,0.0010099575],"genre_scores_gemma":[0.9988887,0.0000163603,0.0006560708,0.0000021146186,9.82489e-7,0.0000060811954,0.000064335574,0.0000031405216,0.00036222863],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979836,0.000017105474,0.00001260735,0.000027817829,0.00009962517,0.000044473283],"domain_scores_gemma":[0.9996623,0.00006701711,0.000060196882,0.000054917353,0.000116778865,0.000038781312],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021167596,0.00032135812,0.00025917802,0.00037406263,0.0003251093,0.00018956083,0.00036545377,0.00035666808,0.0023634085],"category_scores_gemma":[0.00036033336,0.00013200246,0.00022237925,0.00022297818,0.00039595112,0.00028008837,0.00033575913,0.000247434,0.00024193162],"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":[0.00048588848,0.00033061497,0.009825618,0.00031219103,0.000027174467,0.00079228386,0.0004094737,0.076519206,0.8975503,0.0005204998,0.00042806327,0.01279877],"study_design_scores_gemma":[0.000040788924,0.0028191367,0.032661926,0.000038606468,0.000042971315,0.000280862,0.0009286208,0.29952714,0.66174275,0.0002439143,0.001604314,0.00006893461],"about_ca_topic_score_codex":0.0010674624,"about_ca_topic_score_gemma":0.001673103,"teacher_disagreement_score":0.0023634085,"about_ca_system_score_codex":0.00017494973,"about_ca_system_score_gemma":0.00015706096,"threshold_uncertainty_score":0.007906377},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997326,0.0005933284,0.0012086423,0.000016527096,0.000009529805,0.000018854695,0.00020136853,0.000031392607,0.0005943109],"genre_scores_gemma":[0.997829,0.00034438277,0.0009551671,0.000007735595,0.0000034914342,0.000013630478,0.00025042146,0.000007933878,0.0005882714],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955064,0.00004631999,0.000035014047,0.00006312159,0.00025070002,0.000054149987],"domain_scores_gemma":[0.99944633,0.00010415277,0.000099761106,0.000047560945,0.00024915635,0.000053106916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005289357,0.00047596046,0.00035076716,0.0011639999,0.00031921515,0.00036165142,0.0003353984,0.00036528797,0.0015077601],"category_scores_gemma":[0.00078409037,0.00015965155,0.00027024487,0.0010305229,0.00021112166,0.0004096512,0.00033174764,0.00032658022,0.0003089784],"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":[0.0002418604,0.0000781396,0.0043524,0.00012065252,0.000014908056,0.0001529994,0.00009814988,0.0015629865,0.981793,0.00004819599,0.00011224258,0.011424672],"study_design_scores_gemma":[0.000010114004,0.0010938969,0.05227709,0.000024954837,0.00005226024,0.00023038934,0.00024355858,0.0066785254,0.9375204,0.00004520884,0.0017916545,0.00003191456],"about_ca_topic_score_codex":0.0021366968,"about_ca_topic_score_gemma":0.006691929,"teacher_disagreement_score":0.0021366968,"about_ca_system_score_codex":0.00039381877,"about_ca_system_score_gemma":0.00026437896,"threshold_uncertainty_score":0.0050439835},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98546547,0.0002987748,0.013514877,0.000009780607,0.000010573502,0.000018915827,0.00004072347,0.00008954965,0.000551296],"genre_scores_gemma":[0.9914575,0.00012286809,0.007631876,0.0000069256503,0.0000027885003,0.000007978106,0.000034532615,0.0000090094445,0.0007264031],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998807,0.000013928704,0.0000049441833,0.000017428756,0.000056208475,0.000026853426],"domain_scores_gemma":[0.9998516,0.000024184845,0.000053466356,0.000020362826,0.000029191138,0.000021164178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010277819,0.0004203079,0.00018925579,0.00029728003,0.00013169443,0.0001820815,0.00023290412,0.00014552359,0.0005730396],"category_scores_gemma":[0.00016920026,0.00012149936,0.00015397382,0.00017721545,0.00017989863,0.00013767878,0.00021768366,0.0001609847,0.00012949419],"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":[0.00008824521,0.000032557356,0.0019994036,0.000078431025,0.000017684592,0.00023103814,0.00006640415,0.0033549971,0.978826,0.00011968704,0.00005042332,0.015135173],"study_design_scores_gemma":[0.000007495265,0.0011603527,0.011100557,0.00001212602,0.00003387251,0.00031327538,0.000058737143,0.0070935776,0.97822887,0.00003716579,0.0019378638,0.00001617024],"about_ca_topic_score_codex":0.0010376949,"about_ca_topic_score_gemma":0.0038548452,"teacher_disagreement_score":0.0010376949,"about_ca_system_score_codex":0.000113436916,"about_ca_system_score_gemma":0.00016642381,"threshold_uncertainty_score":0.002063334},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99847525,0.000060831353,0.0006470698,0.000013316124,0.0000055350374,0.0000123748205,0.00010687013,0.0000142779845,0.0006644402],"genre_scores_gemma":[0.9967982,0.00009397043,0.001625943,0.00000792804,0.0000013209647,0.000011126392,0.00015066899,0.000008073136,0.0013028617],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995732,0.00012335782,0.000036397934,0.00008864986,0.00010094361,0.00007756706],"domain_scores_gemma":[0.9994154,0.00013836192,0.00007934137,0.00006398306,0.00025426678,0.000048728514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006231744,0.00031342576,0.00022652507,0.0004671646,0.00062229997,0.0007731517,0.00042364598,0.0005665405,0.0020445192],"category_scores_gemma":[0.0010978052,0.00020604041,0.0005639803,0.0003756611,0.00032388823,0.00054551475,0.0002958482,0.00017095036,0.0005846585],"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":[0.0046534333,0.0005034031,0.10065445,0.00073000917,0.00012283277,0.0006556256,0.00057235506,0.024941398,0.7925246,0.000244013,0.00055373495,0.073844165],"study_design_scores_gemma":[0.0001067399,0.007297216,0.27271572,0.00014388953,0.00032719274,0.00083998765,0.004828978,0.030669982,0.6745692,0.00033609473,0.008059061,0.00010595915],"about_ca_topic_score_codex":0.0074159624,"about_ca_topic_score_gemma":0.027773958,"teacher_disagreement_score":0.0074159624,"about_ca_system_score_codex":0.0005522412,"about_ca_system_score_gemma":0.0007926369,"threshold_uncertainty_score":0.014745593},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995571,0.0000064001442,0.00012861741,0.0000028413174,8.675137e-7,7.7822773e-7,0.000034863533,0.0000059097515,0.00026261006],"genre_scores_gemma":[0.99967086,0.0000081258495,0.00007252693,9.943773e-7,5.2169435e-7,0.0000014510139,0.000053175263,0.0000014268569,0.00019086084],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99981564,0.00001576131,0.000011850651,0.000049271785,0.000046855042,0.00006076848],"domain_scores_gemma":[0.99981123,0.000039777133,0.000027894112,0.000013543687,0.00007667001,0.000030907315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017122572,0.0003867576,0.00021395201,0.00048106196,0.00056362455,0.0004400948,0.0003972578,0.00045881627,0.0006398714],"category_scores_gemma":[0.00026915458,0.00030684366,0.0002925885,0.00044945168,0.0005017015,0.0004093645,0.00030480328,0.0002014804,0.00021612245],"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":[0.0007104356,0.00030640268,0.76247674,0.0001007289,0.000071771785,0.0013444535,0.0015551897,0.109701626,0.10307777,0.0004013508,0.0005577714,0.01969581],"study_design_scores_gemma":[0.00002418244,0.00013058113,0.926013,0.000006711617,0.000051894207,0.000082907245,0.0010945156,0.05674344,0.01528742,0.00009066526,0.00044162938,0.000033037217],"about_ca_topic_score_codex":0.02789447,"about_ca_topic_score_gemma":0.049913652,"teacher_disagreement_score":0.02789447,"about_ca_system_score_codex":0.00077832886,"about_ca_system_score_gemma":0.0005370928,"threshold_uncertainty_score":0.055464208},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993919,0.000010378861,0.00037271707,0.0000035278872,0.000002061613,0.0000077845425,0.000029906847,0.000012318705,0.00016936516],"genre_scores_gemma":[0.99901974,0.00001336203,0.00034026252,0.000004422972,0.000001154323,0.000004914135,0.00006601233,0.0000051758384,0.0005449158],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972004,0.000030475137,0.000019086267,0.000042577853,0.00011459025,0.00007323067],"domain_scores_gemma":[0.99935836,0.00021338944,0.000109162684,0.000057642377,0.00012229115,0.00013909665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023620336,0.0003475008,0.00028459905,0.0003908348,0.0003206206,0.00016734848,0.00031442117,0.00036842487,0.002681288],"category_scores_gemma":[0.0008936117,0.00020914516,0.00027151447,0.0003048765,0.00040334696,0.00042275747,0.0006420405,0.00040603295,0.0003275256],"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":[0.0007749803,0.00014513404,0.0035862245,0.00006417139,0.000010002497,0.00044003184,0.0003375798,0.0014002366,0.9897802,0.00005724677,0.000052170224,0.0033520774],"study_design_scores_gemma":[0.00008110302,0.004858229,0.068688855,0.000018068042,0.00002709281,0.0005138124,0.0005570407,0.0078560645,0.9164368,0.00007836904,0.0008517355,0.00003284533],"about_ca_topic_score_codex":0.0019846247,"about_ca_topic_score_gemma":0.0034667612,"teacher_disagreement_score":0.002681288,"about_ca_system_score_codex":0.00020911187,"about_ca_system_score_gemma":0.00016396206,"threshold_uncertainty_score":0.008969784},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99912196,0.000005182997,0.0005381958,0.0000030692986,9.876841e-7,0.000020728765,0.000029494098,0.000016272676,0.00026422323],"genre_scores_gemma":[0.9987729,0.0000108904605,0.00071409985,0.000004158903,7.041821e-7,0.000007871945,0.000053206844,0.0000021474957,0.00043387437],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998535,0.000019928451,0.000005218785,0.000033946413,0.00005503272,0.00003230758],"domain_scores_gemma":[0.9997491,0.000036004385,0.000037262776,0.000027049693,0.000092685725,0.00005783554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029589812,0.00034144832,0.0002536057,0.00030429807,0.00043667186,0.00020438216,0.0003421018,0.00038867941,0.0006451467],"category_scores_gemma":[0.00020252529,0.00014420664,0.00015830394,0.00018073386,0.00031681877,0.0002226249,0.0001776655,0.0002565342,0.00014345466],"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":[0.001534363,0.002361469,0.04104315,0.00016686475,0.000031933552,0.0010129013,0.00062533387,0.008068071,0.922278,0.00023859432,0.000324089,0.022315208],"study_design_scores_gemma":[0.0003253349,0.04575468,0.35711583,0.00003511684,0.00016149295,0.0010646699,0.0021744862,0.046995394,0.54254514,0.00033676563,0.0034221462,0.00006903481],"about_ca_topic_score_codex":0.0030799578,"about_ca_topic_score_gemma":0.009693464,"teacher_disagreement_score":0.0030799578,"about_ca_system_score_codex":0.0002791883,"about_ca_system_score_gemma":0.00033609924,"threshold_uncertainty_score":0.0061240196},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9921714,0.000069831935,0.0035042947,0.000064198764,0.000028798366,0.000010333535,0.00007865445,0.000075166776,0.0039974265],"genre_scores_gemma":[0.99819,0.000034290333,0.00015110773,0.0000029235646,0.000005653442,0.000002039644,0.00001949425,0.0000049262158,0.0015895395],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986994,0.000016876696,0.0000053096173,0.000029574645,0.000039326897,0.000038907296],"domain_scores_gemma":[0.9997714,0.000072962364,0.000031071104,0.000020907395,0.00005524484,0.0000482635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009504641,0.00033199758,0.0005501314,0.00048660455,0.00039449963,0.0009065455,0.00053862133,0.00066434883,0.0031442747],"category_scores_gemma":[0.0008582842,0.00024962254,0.00014483214,0.000358992,0.0010010559,0.0007793586,0.0010757472,0.00044117452,0.00046753124],"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":[0.004211386,0.0008563052,0.026831616,0.00035195216,0.0001300828,0.008345698,0.0009657723,0.4076874,0.4812771,0.029289993,0.0019563092,0.038096398],"study_design_scores_gemma":[0.0002459441,0.0008999385,0.05548481,0.000031037558,0.000068075504,0.0005777954,0.0012124655,0.86621356,0.06700298,0.0070164017,0.0011568792,0.00009010613],"about_ca_topic_score_codex":0.0024901254,"about_ca_topic_score_gemma":0.0010949601,"teacher_disagreement_score":0.0031442747,"about_ca_system_score_codex":0.00035921283,"about_ca_system_score_gemma":0.00031453272,"threshold_uncertainty_score":0.0105186105},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983316,0.00010864403,0.00036470304,0.00000700817,0.0000030696826,0.0000035402695,0.00016051602,0.000011057167,0.0010098909],"genre_scores_gemma":[0.99754274,0.00004699236,0.00012108774,0.0000068790728,0.0000020290756,0.0000040433038,0.00022402409,0.000011385076,0.0020408551],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998301,0.000019587585,0.000011571686,0.000042260795,0.000057844474,0.000038647882],"domain_scores_gemma":[0.99979264,0.00007200705,0.000023835457,0.000014185333,0.00007561396,0.000021820142],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021578456,0.00022861651,0.00020513321,0.00059371354,0.00030946333,0.00024714897,0.00019391986,0.0002817019,0.004074485],"category_scores_gemma":[0.0004155536,0.0001955447,0.00024820265,0.0003379398,0.00026675902,0.0003467554,0.0002540297,0.0002262257,0.0004885461],"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":[0.0029553962,0.00008670096,0.028409207,0.00012677038,0.000051094037,0.00019365804,0.00028187397,0.006277839,0.94514894,0.00023350908,0.00043154488,0.015803542],"study_design_scores_gemma":[0.000025155347,0.0008933049,0.19424523,0.00001966421,0.00006153414,0.00020933153,0.00078438374,0.015043251,0.7864141,0.00016189623,0.0021073564,0.000034899236],"about_ca_topic_score_codex":0.0030843886,"about_ca_topic_score_gemma":0.0041950825,"teacher_disagreement_score":0.004074485,"about_ca_system_score_codex":0.00018376952,"about_ca_system_score_gemma":0.00011293439,"threshold_uncertainty_score":0.013630509},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99674976,0.00014732801,0.002097221,0.000010716302,0.000003333381,0.000024633571,0.000107622516,0.000022160035,0.0008371856],"genre_scores_gemma":[0.9988507,0.00006420559,0.00078391854,0.0000053191634,8.313631e-7,0.000007982186,0.00007036362,0.000005782698,0.00021095431],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998677,0.00001645188,0.000007130009,0.000019304414,0.00006790639,0.000021482216],"domain_scores_gemma":[0.99985206,0.000026686817,0.000041238778,0.000015515418,0.000041135903,0.000023412505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022966717,0.00020064952,0.00014556537,0.0004764875,0.00024879543,0.0004036104,0.00025160986,0.00020794594,0.00076251297],"category_scores_gemma":[0.00034335942,0.00011812898,0.00012254831,0.00029570638,0.00029384732,0.0002353103,0.00019358142,0.00024397958,0.00013023384],"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":[0.00006112933,0.000027013188,0.0041326433,0.00007766384,0.000005826082,0.0000958682,0.000056534467,0.0029796588,0.9885445,0.00015053015,0.000030142171,0.0038384954],"study_design_scores_gemma":[0.000015131859,0.00059197407,0.098130874,0.000017093744,0.00003487157,0.00031233628,0.0005505129,0.009611134,0.8876873,0.00020740429,0.0028179865,0.00002329754],"about_ca_topic_score_codex":0.0028633426,"about_ca_topic_score_gemma":0.012197757,"teacher_disagreement_score":0.0028633426,"about_ca_system_score_codex":0.00036990846,"about_ca_system_score_gemma":0.00030428733,"threshold_uncertainty_score":0.005693376},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99880123,0.00015998865,0.000674138,0.000014238337,0.0000057693783,0.000059048692,0.00006216678,0.000012225358,0.00021119225],"genre_scores_gemma":[0.9946608,0.00034835894,0.003950893,0.000024174862,0.000012622195,0.000058504207,0.00015742882,0.000008928141,0.0007783121],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991099,0.00028339995,0.00007331522,0.00018161397,0.00023768273,0.00011391273],"domain_scores_gemma":[0.99876523,0.00038142802,0.0002451271,0.00008215029,0.00034204748,0.00018403206],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011988573,0.00070716505,0.00056516065,0.00053025596,0.0006378827,0.00049177837,0.00087517785,0.00059651415,0.00071100774],"category_scores_gemma":[0.0014640981,0.00030788864,0.00061024557,0.00024273916,0.00055841525,0.00031884774,0.00035698712,0.00040675432,0.00015239284],"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":[0.0016458776,0.002182231,0.0051973895,0.00035973615,0.000091394526,0.00011922981,0.00027539232,0.0017017344,0.97811353,0.000058110407,0.00008051359,0.010174699],"study_design_scores_gemma":[0.00016814667,0.033785332,0.012089583,0.00002298416,0.00020954128,0.00012770544,0.00023953336,0.0016725099,0.95089906,0.000045950637,0.0007175061,0.000022142684],"about_ca_topic_score_codex":0.005106197,"about_ca_topic_score_gemma":0.01330358,"teacher_disagreement_score":0.005106197,"about_ca_system_score_codex":0.0006231988,"about_ca_system_score_gemma":0.00076488726,"threshold_uncertainty_score":0.010152996},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998302,0.00002058802,0.0009693759,0.000004132573,7.648232e-7,0.0000028370353,0.00006549415,0.00004153516,0.00059322995],"genre_scores_gemma":[0.99929893,0.000011609021,0.00040671366,9.739731e-7,1.7179681e-7,0.0000017781174,0.000046711513,0.0000022428474,0.00023092968],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992263,0.0000053432514,0.000005550668,0.000012277569,0.00004028832,0.000013897365],"domain_scores_gemma":[0.9997466,0.00006950242,0.000044486384,0.00002657972,0.000089507615,0.000023345025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012698586,0.00017153342,0.00011349015,0.0005338628,0.00014890818,0.0002120978,0.00024494034,0.00015213875,0.0012175043],"category_scores_gemma":[0.0003972394,0.00010131043,0.00013509346,0.00036527682,0.0002874846,0.00018468028,0.00019036939,0.000111364934,0.00012596499],"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":[0.0006568743,0.000097626726,0.10347994,0.00024395194,0.00003438108,0.0008472551,0.0011011472,0.042661544,0.8069133,0.00063397246,0.00020505977,0.043124914],"study_design_scores_gemma":[0.00001607977,0.000848905,0.2745285,0.00004122212,0.000044365166,0.0004449841,0.0013940256,0.21632788,0.5039853,0.00043040563,0.001875523,0.00006286689],"about_ca_topic_score_codex":0.005054473,"about_ca_topic_score_gemma":0.0095134275,"teacher_disagreement_score":0.005054473,"about_ca_system_score_codex":0.00029504742,"about_ca_system_score_gemma":0.00018623004,"threshold_uncertainty_score":0.010050118},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.026815085,0.00028323237,0.9593291,0.00020262678,0.000045686847,0.00004002374,0.000043811167,0.00012161545,0.013118827],"genre_scores_gemma":[0.7738742,0.0011629913,0.20337541,0.00016636417,0.0001859037,0.0003864624,0.00019720147,0.00023900895,0.020412384],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996623,0.000100216486,0.000016679061,0.000038106,0.0001370649,0.000045708366],"domain_scores_gemma":[0.9989774,0.0006080559,0.00009367873,0.000052706095,0.00021249878,0.00005568445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009651162,0.0007618981,0.00062320865,0.0013975585,0.00048205254,0.001739106,0.0011371061,0.0012229921,0.0028118347],"category_scores_gemma":[0.0055667884,0.00039462285,0.00067869027,0.00034935217,0.001505254,0.0017604973,0.0020381662,0.0014349266,0.00048642972],"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":[0.0000634187,0.000063087646,0.0008317573,0.00026415364,0.00003340844,0.0002961864,0.00049950794,0.3961409,0.009642892,0.55660015,0.0015326127,0.034031924],"study_design_scores_gemma":[0.00001011451,0.0000122464735,0.00009549728,0.000018783128,0.0000036419076,0.00003771093,0.000036855807,0.94475317,0.0011681494,0.05244369,0.0014074919,0.000012627809],"about_ca_topic_score_codex":0.0017706141,"about_ca_topic_score_gemma":0.0010720132,"teacher_disagreement_score":0.0028118347,"about_ca_system_score_codex":0.00055030576,"about_ca_system_score_gemma":0.0009556158,"threshold_uncertainty_score":0.009406567},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61275995,0.006199273,0.11158474,0.018856106,0.0010696999,0.000087526285,0.00039400955,0.00021108815,0.24883756],"genre_scores_gemma":[0.9839458,0.0009769633,0.0029824695,0.00023022003,0.00019758561,0.000015396914,0.00005111146,0.00003434594,0.011565993],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99949205,0.00015343302,0.000025195644,0.000044832042,0.00016006693,0.0001245546],"domain_scores_gemma":[0.99853563,0.00068103196,0.00012432403,0.000092986964,0.0004156416,0.00015042018],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008757067,0.00043251642,0.00048269372,0.0012680533,0.0020179525,0.002462652,0.0011635099,0.001808203,0.0075585973],"category_scores_gemma":[0.0053074504,0.00029210516,0.00048242143,0.0005121561,0.001764385,0.0016108312,0.0012688761,0.0010865823,0.0007117602],"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":[0.00044441808,0.000069587404,0.0045128604,0.0002913441,0.00005981797,0.0026226235,0.0009379623,0.12472936,0.0258612,0.7861425,0.0077169137,0.04661138],"study_design_scores_gemma":[0.00006825157,0.00044832527,0.013301258,0.00046300807,0.00008904069,0.0016263542,0.0037666585,0.19667833,0.02082963,0.7104179,0.05219324,0.00011802682],"about_ca_topic_score_codex":0.005026227,"about_ca_topic_score_gemma":0.008723825,"teacher_disagreement_score":0.0075585973,"about_ca_system_score_codex":0.00092670135,"about_ca_system_score_gemma":0.00062249985,"threshold_uncertainty_score":0.02528596},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9563186,0.00007269772,0.042195503,0.000016933198,0.0000073377296,0.00001900337,0.00008480232,0.00015464895,0.0011305801],"genre_scores_gemma":[0.9911917,0.00006414332,0.007947714,0.0000043248688,0.0000015558203,0.000011894598,0.000045335542,0.000023469556,0.00070984993],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999013,0.000015128041,0.000006118008,0.00001657543,0.000040825773,0.000020065458],"domain_scores_gemma":[0.9995191,0.0003029712,0.00005709307,0.000027467458,0.000072586634,0.000020809275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019452302,0.00037174657,0.00030051777,0.00042264868,0.00015646934,0.0004844737,0.00039862635,0.0004726933,0.0010265147],"category_scores_gemma":[0.000950116,0.0002871871,0.00026735355,0.00038877057,0.0002877701,0.0002796868,0.00032262068,0.00021760873,0.00016992976],"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":[0.00024530542,0.00007301384,0.0073581836,0.00018341471,0.000020814701,0.00037126377,0.000179381,0.88652986,0.06691793,0.00049244537,0.000081611455,0.037546776],"study_design_scores_gemma":[0.000008914176,0.00011527205,0.0053678206,0.0000099541685,0.000010040834,0.000046369583,0.00007530375,0.9767567,0.017235706,0.00018425622,0.0001763478,0.000013307211],"about_ca_topic_score_codex":0.009321917,"about_ca_topic_score_gemma":0.010648798,"teacher_disagreement_score":0.009321917,"about_ca_system_score_codex":0.0004146757,"about_ca_system_score_gemma":0.00043929592,"threshold_uncertainty_score":0.018535316},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9877494,0.000501202,0.010486321,0.000008548171,0.000012407743,0.00007023019,0.0001815668,0.000055252203,0.0009350542],"genre_scores_gemma":[0.99237305,0.00034233255,0.0062633255,0.000009595863,0.000004457965,0.000032163844,0.00018768529,0.000013790188,0.00077352696],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993586,0.00005076136,0.000056349225,0.000111046334,0.00034646248,0.000076870114],"domain_scores_gemma":[0.998958,0.00032481417,0.00024445323,0.00008172266,0.000319054,0.0000719632],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042542466,0.00069322414,0.00045284888,0.0009518298,0.00025165232,0.00037750078,0.00046988018,0.0003364772,0.0017480695],"category_scores_gemma":[0.001276547,0.00026591343,0.00034231463,0.0007078093,0.00033725152,0.00045614346,0.0005414462,0.00030700606,0.00031517298],"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":[0.00058457005,0.00011083287,0.0071699633,0.00021651776,0.00002471594,0.00013495803,0.00023003443,0.0006324101,0.97300786,0.00009600974,0.0000894376,0.017702686],"study_design_scores_gemma":[0.000045548462,0.0027414046,0.038161438,0.000019552335,0.00006290347,0.00047134302,0.00023403951,0.0038979754,0.95258194,0.000102349935,0.0016397462,0.000041833868],"about_ca_topic_score_codex":0.0013655806,"about_ca_topic_score_gemma":0.0041150246,"teacher_disagreement_score":0.0017480695,"about_ca_system_score_codex":0.00024281925,"about_ca_system_score_gemma":0.00019140284,"threshold_uncertainty_score":0.0058478117},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995078,0.000030061761,0.0002570344,0.000001914365,0.0000015652062,0.0000032569287,0.000035414927,0.000009127177,0.00015400027],"genre_scores_gemma":[0.99882835,0.000029594596,0.00033569452,0.0000069845073,0.0000012074196,0.0000035398632,0.00014043831,0.0000054196303,0.0006488512],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998425,0.000013204408,0.000009635598,0.000027255192,0.00006752805,0.00003973034],"domain_scores_gemma":[0.9997633,0.00003247935,0.00004844069,0.00002884116,0.00007928283,0.000047731955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011845847,0.0003290592,0.00019620809,0.0002484766,0.00013507955,0.00012899174,0.00017691424,0.00018186893,0.0021914595],"category_scores_gemma":[0.0002802492,0.000119894205,0.00011944836,0.00017385716,0.00028460342,0.00017701296,0.0001952386,0.00020033335,0.00025213984],"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":[0.00019323897,0.0000270413,0.0019010615,0.000020911604,0.000008756056,0.00006990973,0.000041652398,0.00043277143,0.99541616,0.000010119128,0.000011140918,0.0018671625],"study_design_scores_gemma":[0.000011405961,0.0017454891,0.05544289,0.000004305445,0.000019263693,0.0001932094,0.00017639442,0.0021870674,0.9396335,0.000014529769,0.0005623945,0.00000949674],"about_ca_topic_score_codex":0.0019551923,"about_ca_topic_score_gemma":0.0063571576,"teacher_disagreement_score":0.0021914595,"about_ca_system_score_codex":0.00017206877,"about_ca_system_score_gemma":0.00011705443,"threshold_uncertainty_score":0.007331133},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996068,0.000018779527,0.00020915529,0.0000026246835,0.0000027546375,0.000005654495,0.000024506646,0.000008117305,0.000121662255],"genre_scores_gemma":[0.9986966,0.000023514713,0.00056160823,0.0000073512288,0.000001300712,0.000004727251,0.00008962115,0.00000544287,0.000609742],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995592,0.000041740364,0.00003209061,0.00010203297,0.00017270583,0.00009233053],"domain_scores_gemma":[0.9986499,0.00028613498,0.00026443985,0.00013844874,0.00039353807,0.00026755218],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038164813,0.0005081766,0.00041054262,0.0007477076,0.0004444967,0.00051317475,0.0006936415,0.0005762571,0.0021448876],"category_scores_gemma":[0.0022520723,0.00033458276,0.00023496909,0.00046798823,0.00074747467,0.00055097573,0.0008110923,0.00040628988,0.00056830497],"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":[0.0035527826,0.00053518586,0.06625522,0.00023210264,0.00006806808,0.0013708834,0.0011906342,0.006148208,0.8940849,0.000204815,0.00014648346,0.026210828],"study_design_scores_gemma":[0.00021444763,0.028516524,0.50721824,0.000101003,0.0001784732,0.0010834128,0.0031161222,0.028164428,0.42756113,0.00049020443,0.0032040456,0.0001519157],"about_ca_topic_score_codex":0.002165829,"about_ca_topic_score_gemma":0.004550613,"teacher_disagreement_score":0.002165829,"about_ca_system_score_codex":0.00026071686,"about_ca_system_score_gemma":0.00020443264,"threshold_uncertainty_score":0.0071753263},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995376,0.00013426688,0.00018903255,0.000004587898,0.0000023925459,0.0000051335246,0.000020943073,0.0000026959804,0.00010340482],"genre_scores_gemma":[0.9986473,0.00013544243,0.00082334626,0.0000070874908,0.000001714522,0.00000862868,0.000051965046,0.000002797878,0.0003217652],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975497,0.000054968034,0.000023918765,0.00003131136,0.00010885601,0.00002603183],"domain_scores_gemma":[0.99976295,0.0000622979,0.0000616539,0.000012838573,0.00006122423,0.00003908785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000309716,0.00032287237,0.00030196036,0.00031439,0.00016137245,0.0002173483,0.00014141148,0.00032758305,0.0005080749],"category_scores_gemma":[0.00047181212,0.00016232154,0.00020997718,0.00026529402,0.0001788299,0.00019513883,0.0001641136,0.00018636449,0.00010184666],"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":[0.00013652074,0.000030001642,0.000718357,0.00004793613,0.0000059410195,0.00004171143,0.000032511176,0.00021780447,0.99741757,0.000009604082,0.0000055563337,0.001336493],"study_design_scores_gemma":[0.00000997714,0.0019216472,0.012597723,0.000007650539,0.000023319382,0.00012554498,0.00014828803,0.0011229769,0.98357195,0.000011877333,0.00045122567,0.000007713428],"about_ca_topic_score_codex":0.000528352,"about_ca_topic_score_gemma":0.0017499694,"teacher_disagreement_score":0.000528352,"about_ca_system_score_codex":0.00018252943,"about_ca_system_score_gemma":0.00013947493,"threshold_uncertainty_score":0.001699686},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92151064,0.0005289935,0.0734964,0.00005427043,0.000034353638,0.00006997217,0.00007192723,0.0005989682,0.003634421],"genre_scores_gemma":[0.9705721,0.00021934988,0.026579639,0.000014576952,0.0000065404015,0.0000140933425,0.000037192818,0.000017699953,0.0025387234],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988616,0.0000070474484,0.0000034722068,0.000015259408,0.000070671114,0.000017370061],"domain_scores_gemma":[0.9998648,0.000012687242,0.000052735508,0.000015428677,0.000025674388,0.000028795715],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011159571,0.00020567769,0.00008218888,0.00032397345,0.000102828686,0.00015497247,0.000251714,0.00016765657,0.0006451956],"category_scores_gemma":[0.00012395025,0.00016142847,0.0001239402,0.00013753682,0.0001535214,0.00023760446,0.0002068157,0.00025490116,0.00030176612],"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":[0.000018001247,0.000017120292,0.00036857993,0.000032353244,0.0000023366888,0.00008144743,0.00002384082,0.0007208304,0.9891289,0.00014653913,0.00007487013,0.009385142],"study_design_scores_gemma":[0.000010647372,0.0005935884,0.008999873,0.000011121972,0.000014039553,0.00056797575,0.000032587417,0.009195891,0.97397906,0.000049067952,0.0065224213,0.000023685207],"about_ca_topic_score_codex":0.0006053284,"about_ca_topic_score_gemma":0.0020957743,"teacher_disagreement_score":0.0006451956,"about_ca_system_score_codex":0.00014753471,"about_ca_system_score_gemma":0.0001607091,"threshold_uncertainty_score":0.0021584034},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.053281836,0.00014175668,0.94081736,0.00009320661,0.000048751077,0.000094099836,0.000122266,0.0012788092,0.004122002],"genre_scores_gemma":[0.8544275,0.00034570482,0.13845058,0.000030541265,0.000022918439,0.0002976255,0.00016267029,0.000092253555,0.006170162],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998573,0.00001815382,0.000008277348,0.000020891213,0.0000797529,0.000015635145],"domain_scores_gemma":[0.999632,0.00012243693,0.00005399582,0.000034781788,0.00014623694,0.000010592481],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032339178,0.0007830566,0.00035599308,0.00079576025,0.0003367402,0.00045998284,0.0007388752,0.0009477608,0.0027173415],"category_scores_gemma":[0.0017340776,0.00033593026,0.00038045735,0.00044576728,0.00031577723,0.00068353396,0.0002570285,0.00041093238,0.001033268],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040488627,0.0000886628,0.0012679435,0.00010245201,0.000015229003,0.00015918672,0.000066945984,0.9078929,0.03014671,0.0045533148,0.0008529489,0.054813206],"study_design_scores_gemma":[0.0000028919437,0.00002263947,0.00011005447,0.000004408422,0.000003244035,0.000017373966,0.0000070212363,0.995756,0.0033365954,0.00028104815,0.00045520574,0.0000035262933],"about_ca_topic_score_codex":0.0038847388,"about_ca_topic_score_gemma":0.002974982,"teacher_disagreement_score":0.0038847388,"about_ca_system_score_codex":0.00052882254,"about_ca_system_score_gemma":0.0010828973,"threshold_uncertainty_score":0.009090424},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99845505,0.000029536344,0.0005297843,0.000017403956,0.000006431786,0.000006186025,0.000046442427,0.000048384034,0.0008608483],"genre_scores_gemma":[0.997472,0.000029790723,0.00019223857,0.0000069710795,0.000001651509,0.000005476189,0.000068118134,0.000022109953,0.0022015441],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99961275,0.000060371887,0.000016524584,0.00004404148,0.00014339955,0.00012295727],"domain_scores_gemma":[0.99900836,0.00030086926,0.00015116154,0.00012465019,0.00026028583,0.00015473294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037607388,0.00029965435,0.00060214836,0.0008626505,0.00059288257,0.0006231088,0.00063989934,0.0009638476,0.006235282],"category_scores_gemma":[0.001733292,0.00035219223,0.00040594995,0.0005200095,0.001079521,0.0005669554,0.0005822312,0.0005853575,0.00096657197],"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":[0.0043721367,0.0005460539,0.006095246,0.00016219063,0.00007514629,0.0019305274,0.0021607308,0.084760405,0.88304317,0.0015036411,0.00104297,0.014307789],"study_design_scores_gemma":[0.00022313638,0.0050071324,0.07567594,0.000086189,0.00011799528,0.0012226485,0.0034997263,0.46054927,0.44744965,0.001949798,0.003986941,0.0002315576],"about_ca_topic_score_codex":0.006553962,"about_ca_topic_score_gemma":0.0050434708,"teacher_disagreement_score":0.006553962,"about_ca_system_score_codex":0.00047183057,"about_ca_system_score_gemma":0.00037276046,"threshold_uncertainty_score":0.020859063},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99676174,0.000032531316,0.0028314,0.0000081575,0.0000017780739,0.0000029360585,0.00001661865,0.000010969664,0.0003339228],"genre_scores_gemma":[0.99933076,0.000016395757,0.00057019916,7.6048764e-7,3.0639922e-7,0.0000023478794,0.000010918991,0.0000019125735,0.000066408706],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.999859,0.000034774363,0.000013846593,0.00001639726,0.00004338024,0.00003257214],"domain_scores_gemma":[0.9993787,0.00027957198,0.00013723815,0.000060858067,0.000086409935,0.00005719933],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061698013,0.00029767252,0.00017946192,0.00047614967,0.00022617071,0.0003227985,0.00027719166,0.0003552633,0.00060436764],"category_scores_gemma":[0.0013148673,0.0001492808,0.0002547481,0.00014481638,0.00024761693,0.0002943234,0.00023752473,0.00018636344,0.00009640209],"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":[0.0011249342,0.0002893393,0.036893573,0.00015975528,0.000051807107,0.00060280546,0.00022988113,0.60136294,0.33564514,0.0020447534,0.00012813423,0.0214669],"study_design_scores_gemma":[0.000044182936,0.0012082504,0.04706312,0.000054814616,0.00006534961,0.00029195857,0.00031961864,0.6955834,0.2541374,0.0005803126,0.0005899205,0.000061645245],"about_ca_topic_score_codex":0.00078172877,"about_ca_topic_score_gemma":0.0015390062,"teacher_disagreement_score":0.00078172877,"about_ca_system_score_codex":0.00022363995,"about_ca_system_score_gemma":0.00025432583,"threshold_uncertainty_score":0.003262937},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99947184,0.0000056138547,0.00043874918,9.720499e-7,5.220184e-7,0.0000019940298,0.000011299189,0.000007932933,0.00006117898],"genre_scores_gemma":[0.99944955,0.0000069531916,0.00040723107,0.0000014502277,3.4001954e-7,0.0000031354928,0.000022798462,0.000003874938,0.00010472631],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962986,0.000074210046,0.0000266522,0.00005736614,0.00014311266,0.00006868376],"domain_scores_gemma":[0.998919,0.00049057364,0.00022113847,0.00011883141,0.00015129252,0.00009914798],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003965527,0.0005029895,0.0002656542,0.00024460474,0.00020868322,0.00025643784,0.00024361305,0.00029780908,0.0005470341],"category_scores_gemma":[0.0013676904,0.00028924827,0.00013739681,0.000189608,0.00041444134,0.00022195285,0.00035734073,0.00021985777,0.00013297547],"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":[0.0007369029,0.000090255584,0.028353844,0.000054976223,0.000017377362,0.00035097275,0.00034764633,0.00719097,0.9560651,0.00003373219,0.000024110253,0.0067341644],"study_design_scores_gemma":[0.000022567992,0.0015346139,0.20191585,0.000010675787,0.000039594084,0.00022558922,0.00027877212,0.011476898,0.78419113,0.000028834991,0.00024266835,0.000032824835],"about_ca_topic_score_codex":0.00067833817,"about_ca_topic_score_gemma":0.0019053846,"teacher_disagreement_score":0.00067833817,"about_ca_system_score_codex":0.00018850336,"about_ca_system_score_gemma":0.00014026997,"threshold_uncertainty_score":0.0020971894},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99928755,0.00002354728,0.00027196523,0.0000028780148,0.0000016898591,0.0000018250887,0.000013626833,0.000006767435,0.00039028184],"genre_scores_gemma":[0.99942493,0.000011704059,0.00013293594,0.000001539135,4.6087868e-7,0.000001185639,0.00002026829,0.0000019116922,0.00040503655],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99976856,0.000025737709,0.000013959469,0.00003281666,0.00010025372,0.00005875945],"domain_scores_gemma":[0.9995426,0.00009367864,0.00008059316,0.000046177636,0.00014578235,0.00009133352],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028931143,0.00025979997,0.00019376073,0.00035166935,0.00026808432,0.00027070567,0.00018510074,0.00026211608,0.0026522044],"category_scores_gemma":[0.0007498072,0.00015534648,0.00010758075,0.00022208516,0.00044162263,0.00017525177,0.0003543933,0.00018029152,0.00039967024],"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":[0.00052028097,0.00006409954,0.009660798,0.00005136044,0.000012135007,0.00029310846,0.00022436443,0.0075176256,0.97056705,0.00013161809,0.000112546935,0.010844978],"study_design_scores_gemma":[0.000050034712,0.0055342093,0.17054805,0.000021208387,0.000041748874,0.00055642735,0.0007229543,0.01897955,0.80200094,0.00009791053,0.001405761,0.000041213203],"about_ca_topic_score_codex":0.0016506001,"about_ca_topic_score_gemma":0.0033598708,"teacher_disagreement_score":0.0026522044,"about_ca_system_score_codex":0.00022327369,"about_ca_system_score_gemma":0.00022394824,"threshold_uncertainty_score":0.008872509},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99778557,0.000058331778,0.0015323564,0.000009083436,0.000008182014,0.000015965144,0.000105889245,0.000035933328,0.00044861008],"genre_scores_gemma":[0.99616015,0.0000992228,0.0021382037,0.000015147059,0.000004461606,0.0000320167,0.0002048337,0.000015777629,0.0013300569],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960417,0.00003635105,0.00003859937,0.00008585952,0.0001348172,0.00010032072],"domain_scores_gemma":[0.9989942,0.00020674522,0.00027544887,0.0001373288,0.00022277678,0.00016349154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033923468,0.00069756625,0.0002517603,0.00038222468,0.00035189086,0.00019700537,0.0004054267,0.00037820122,0.0031662497],"category_scores_gemma":[0.0005635899,0.00032916054,0.00034423108,0.0004136267,0.0004692638,0.00032287577,0.0005621336,0.000497391,0.0004937332],"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":[0.0002360912,0.00006375693,0.0010148503,0.0000418332,0.000007821722,0.000104621555,0.00015036494,0.0012698022,0.9954768,0.000031292206,0.000030317962,0.0015726157],"study_design_scores_gemma":[0.000028143233,0.002943496,0.02570317,0.00001949672,0.000034619738,0.00018804098,0.0003986213,0.0072995247,0.9624037,0.000040139807,0.0009193032,0.000021782274],"about_ca_topic_score_codex":0.0022119894,"about_ca_topic_score_gemma":0.005212856,"teacher_disagreement_score":0.0031662497,"about_ca_system_score_codex":0.00022941043,"about_ca_system_score_gemma":0.00025061888,"threshold_uncertainty_score":0.010592163},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9870733,0.0002846111,0.011058201,0.000017880735,0.000022197784,0.000106930995,0.00050850987,0.0000892884,0.00083909614],"genre_scores_gemma":[0.9850794,0.00025271616,0.013226318,0.00002243435,0.0000144458845,0.00010036894,0.00041490098,0.000021872233,0.0008675392],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993956,0.00006231219,0.000044838536,0.00014699453,0.00029786458,0.00005248684],"domain_scores_gemma":[0.9992206,0.00015606373,0.00010833079,0.000089970534,0.0003233611,0.00010161578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058178295,0.0006054017,0.0003574014,0.00057964044,0.00038864883,0.00028424466,0.00029980208,0.00030489019,0.00094548566],"category_scores_gemma":[0.00056627335,0.00020555846,0.00037571933,0.00039015617,0.00030066707,0.00027704664,0.0006038446,0.00034671673,0.00037893653],"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":[0.000118644195,0.0000462539,0.0033739875,0.000048365247,0.000014334215,0.00007153655,0.00010335311,0.00043333994,0.98874515,0.000023618999,0.000057564954,0.0069637923],"study_design_scores_gemma":[0.000025150914,0.0019332395,0.05376867,0.000011371628,0.00004879251,0.00034926864,0.00025566664,0.003674218,0.937606,0.000085090534,0.002211444,0.00003103991],"about_ca_topic_score_codex":0.00080908905,"about_ca_topic_score_gemma":0.0024389045,"teacher_disagreement_score":0.00094548566,"about_ca_system_score_codex":0.00020439754,"about_ca_system_score_gemma":0.0001922988,"threshold_uncertainty_score":0.0031629205},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992587,0.0000897788,0.00019824812,0.0000075396592,8.8185e-7,0.000007844492,0.0001217811,0.000010890376,0.0003043821],"genre_scores_gemma":[0.99870026,0.00011146395,0.0003029208,0.000004552903,5.0900576e-7,0.0000032613377,0.00021579619,0.0000026970947,0.00065852783],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998801,0.0000051941374,0.00000457067,0.000020885116,0.000057197853,0.00003211898],"domain_scores_gemma":[0.99986064,0.000019856885,0.000024637906,0.000005053396,0.000066634675,0.00002312646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014502353,0.00035368753,0.00021524762,0.0006632996,0.0004905533,0.00032398058,0.00026040012,0.00020162338,0.00053908845],"category_scores_gemma":[0.00026569323,0.00013976608,0.00018340645,0.0005180513,0.00039824934,0.00012196669,0.00014996319,0.00022701891,0.00009002318],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008396849,0.00015976669,0.14453648,0.00017158585,0.000055428714,0.00032319294,0.0005460353,0.012314282,0.8173918,0.00015446401,0.00017805016,0.023329167],"study_design_scores_gemma":[0.000018779829,0.00062239735,0.71588165,0.000012040933,0.00004892379,0.00008128914,0.000629179,0.012332739,0.2690041,0.000063752326,0.0012790826,0.000025999763],"about_ca_topic_score_codex":0.5914881,"about_ca_topic_score_gemma":0.7898024,"teacher_disagreement_score":0.40851188,"about_ca_system_score_codex":0.0026571406,"about_ca_system_score_gemma":0.0014661002,"threshold_uncertainty_score":0.8218354},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99844676,0.00002628303,0.00051087583,0.000039191753,0.0000022910774,0.000009277227,0.000028919498,0.000009526611,0.00092695636],"genre_scores_gemma":[0.9988097,0.00004168823,0.00038934115,0.00000678741,0.000001389516,0.0000027137692,0.000023566408,0.0000020424095,0.0007227631],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997874,0.000044066994,0.000016949754,0.00003469158,0.00007596766,0.000041058778],"domain_scores_gemma":[0.99967134,0.00009783155,0.00008987173,0.000043805838,0.000038002014,0.000059206526],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021286563,0.00032403803,0.00019189496,0.00076609274,0.0010958512,0.00046948416,0.00056394807,0.00087771873,0.0013393016],"category_scores_gemma":[0.0010608046,0.00023968116,0.00018487462,0.000567327,0.00088556943,0.00034284766,0.00069922354,0.00039598494,0.0001685759],"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":[0.0008536387,0.0004983983,0.40769574,0.0003105828,0.00011401255,0.3843332,0.017017975,0.041729923,0.08348518,0.0026670955,0.001605159,0.059689138],"study_design_scores_gemma":[0.00006519437,0.0020846615,0.7256359,0.00014917532,0.00013542356,0.12884651,0.021288168,0.025074199,0.07903386,0.00089690916,0.01662871,0.00016116907],"about_ca_topic_score_codex":0.0096569555,"about_ca_topic_score_gemma":0.027206834,"teacher_disagreement_score":0.0096569555,"about_ca_system_score_codex":0.00071226264,"about_ca_system_score_gemma":0.0003796085,"threshold_uncertainty_score":0.019201517},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99953055,0.000025081634,0.0003342308,0.0000023424348,0.0000014293803,0.000002278917,0.000017604103,0.000005076498,0.00008141009],"genre_scores_gemma":[0.9996344,0.00004096169,0.0001813212,0.0000023210182,0.0000014273043,0.0000027554574,0.000031940173,0.0000019586823,0.000102846745],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996278,0.00005184882,0.000017695704,0.000048698774,0.00017618052,0.00007778859],"domain_scores_gemma":[0.9994672,0.00016808945,0.00016751768,0.00005300329,0.0000796249,0.000064570515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024670683,0.00038839754,0.00039472122,0.00040104036,0.00018707683,0.00034151197,0.00037796295,0.0002476599,0.00076301233],"category_scores_gemma":[0.00070194295,0.00019531978,0.00019080097,0.000316978,0.0005250153,0.00037069106,0.0004382816,0.00028311656,0.000114758695],"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":[0.00039169978,0.000046570185,0.00771345,0.000084533036,0.000013555152,0.0004983396,0.00015027335,0.0022160448,0.98397857,0.00008276956,0.000035969628,0.0047882525],"study_design_scores_gemma":[0.00003199659,0.0018585022,0.094179265,0.000013823185,0.0000405484,0.00036798257,0.000509839,0.012954575,0.88934386,0.00015083097,0.0005186583,0.000030067966],"about_ca_topic_score_codex":0.0009226679,"about_ca_topic_score_gemma":0.0013079696,"teacher_disagreement_score":0.0009226679,"about_ca_system_score_codex":0.00013612068,"about_ca_system_score_gemma":0.00020270942,"threshold_uncertainty_score":0.0025525093},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974009,0.000009879777,0.0019870442,0.0000024310368,0.000001567392,0.000004083259,0.000029601577,0.000043983946,0.00052055664],"genre_scores_gemma":[0.99932027,0.000009339847,0.0005011239,9.2693506e-7,2.2186079e-7,0.0000025087058,0.00002663348,0.000008175148,0.00013078739],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998023,0.00002807882,0.000010925207,0.000027362068,0.00006686504,0.000064407446],"domain_scores_gemma":[0.9993333,0.0003449921,0.0001250207,0.000056887526,0.000070317496,0.000069498805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023960757,0.00043295245,0.0002948871,0.0003888273,0.00024451612,0.00055543974,0.00039319607,0.00038492453,0.0015311657],"category_scores_gemma":[0.0010786765,0.00025357623,0.0003563423,0.00024704178,0.0004550469,0.00028569196,0.0005064983,0.0002971593,0.00026991114],"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":[0.0006538905,0.00021146206,0.045289423,0.00013369913,0.00003218132,0.0010139502,0.00019960933,0.6293099,0.30947304,0.00067307235,0.00013260175,0.012877078],"study_design_scores_gemma":[0.000037252517,0.00097235455,0.05521967,0.000025876638,0.000039704708,0.00015432244,0.00031308987,0.7534372,0.1892676,0.00021727679,0.00027458763,0.00004099344],"about_ca_topic_score_codex":0.003141096,"about_ca_topic_score_gemma":0.0033480567,"teacher_disagreement_score":0.003141096,"about_ca_system_score_codex":0.00031501194,"about_ca_system_score_gemma":0.00032413102,"threshold_uncertainty_score":0.0062456727},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9604639,0.00020339047,0.034337133,0.000030389703,0.000013003372,0.0004284084,0.00045935376,0.00037597827,0.0036885287],"genre_scores_gemma":[0.96148217,0.0001564469,0.03284646,0.00001551592,0.000005691018,0.0003037219,0.0007149125,0.00006454026,0.004410478],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99960285,0.00005594683,0.000022180315,0.00003847763,0.00021766862,0.00006288322],"domain_scores_gemma":[0.999634,0.000060840764,0.000073222844,0.00004905281,0.000118284086,0.000064608765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006673047,0.00061585737,0.0002738804,0.00089361507,0.00043289302,0.000345015,0.00062847213,0.0005657843,0.0015201023],"category_scores_gemma":[0.00067413144,0.0002673227,0.00033564423,0.00037809287,0.0006156476,0.0003321404,0.0004265806,0.000237752,0.00058197184],"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":[0.00063371554,0.00037673552,0.013590278,0.00044448118,0.000018211998,0.0008300233,0.0003096704,0.018283462,0.9068883,0.0007377872,0.0005647814,0.05732252],"study_design_scores_gemma":[0.00009177519,0.008341313,0.057572987,0.000056329543,0.000058694175,0.0017958183,0.00046095473,0.015897026,0.8989572,0.00032359318,0.016370311,0.00007409555],"about_ca_topic_score_codex":0.0017657459,"about_ca_topic_score_gemma":0.0035410277,"teacher_disagreement_score":0.0017657459,"about_ca_system_score_codex":0.00036852446,"about_ca_system_score_gemma":0.0006820386,"threshold_uncertainty_score":0.00508523},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983606,0.000017501854,0.001399348,0.000002928677,0.0000010610386,0.000002381806,0.000036791007,0.000018249642,0.00016119567],"genre_scores_gemma":[0.99935037,0.000028972292,0.00042104418,0.0000016221935,6.036916e-7,0.0000045525835,0.000050844515,0.0000030077056,0.00013907894],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997002,0.00003154191,0.000019889667,0.000035589692,0.00014444457,0.00006834632],"domain_scores_gemma":[0.9994649,0.00016867231,0.00017620172,0.000060019003,0.00008572926,0.000044360877],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003399484,0.00028644933,0.00028151774,0.0004614277,0.00021475255,0.0004605936,0.00033847615,0.00027741058,0.0008632972],"category_scores_gemma":[0.000968631,0.00016483833,0.00015816362,0.00042050725,0.00072664506,0.0005060068,0.00053311477,0.00023946828,0.00019358474],"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":[0.0010931478,0.00011150139,0.04580018,0.00015300667,0.000021611984,0.0009164107,0.0007162772,0.034396555,0.8905153,0.0008220488,0.00015786738,0.02529606],"study_design_scores_gemma":[0.000034799545,0.0010358596,0.08594322,0.000023725095,0.000029700323,0.00043349992,0.0006453151,0.03308035,0.87762076,0.00035939005,0.00075247884,0.00004089177],"about_ca_topic_score_codex":0.0007762434,"about_ca_topic_score_gemma":0.0007437266,"teacher_disagreement_score":0.0008632972,"about_ca_system_score_codex":0.000206428,"about_ca_system_score_gemma":0.0002180395,"threshold_uncertainty_score":0.0028879642},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968514,0.00027448608,0.0016179774,0.0000122614265,0.0000069138255,0.000036004392,0.00039001493,0.000034347115,0.00077672733],"genre_scores_gemma":[0.9970385,0.00027367598,0.0012789338,0.000015735317,0.000007600095,0.000041429692,0.00064738,0.000013129507,0.00068363105],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99928015,0.00005765172,0.000058172416,0.00014879064,0.0003944709,0.000060916864],"domain_scores_gemma":[0.99856645,0.00054524885,0.00020461697,0.000097351076,0.0005013056,0.000085090505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074560184,0.00046550497,0.0003613132,0.0010944376,0.0003271848,0.00036772745,0.0004006323,0.00028513817,0.001727004],"category_scores_gemma":[0.0011130595,0.00016603437,0.0002653889,0.0007687001,0.00044390574,0.00044118438,0.00031967778,0.0003693373,0.00029388568],"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":[0.0003907786,0.00016173096,0.013894231,0.00014814174,0.000022497301,0.00011902389,0.0002406374,0.0008262144,0.970916,0.000043533244,0.00008904442,0.013148335],"study_design_scores_gemma":[0.000017768853,0.0017699454,0.11378508,0.000021526,0.000054215434,0.00023773011,0.0003965142,0.003337566,0.8792369,0.000049248138,0.0010569517,0.000036626043],"about_ca_topic_score_codex":0.0033904053,"about_ca_topic_score_gemma":0.0066284137,"teacher_disagreement_score":0.0033904053,"about_ca_system_score_codex":0.00033170875,"about_ca_system_score_gemma":0.0002739368,"threshold_uncertainty_score":0.006741345},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91017365,0.00012653728,0.08423378,0.000066617285,0.0000111279605,0.000034836106,0.0002449193,0.00018845711,0.0049200677],"genre_scores_gemma":[0.99132514,0.000058890037,0.007617966,0.000005765643,0.000001771838,0.00003512794,0.000103923056,0.000020250809,0.00083113194],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99961156,0.00009157574,0.000024413968,0.00003654699,0.0001677521,0.00006808077],"domain_scores_gemma":[0.99906677,0.0004923707,0.000097411925,0.00013464928,0.00018183608,0.000026958787],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051385316,0.00051667844,0.0005523496,0.000740783,0.00034749255,0.00055723253,0.00110218,0.0009383113,0.0019161289],"category_scores_gemma":[0.0022565178,0.00040676497,0.0005445072,0.0004613538,0.0008115302,0.000501373,0.0005980395,0.00039557915,0.00032938374],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000081309256,0.000037283186,0.0016199388,0.00005713825,0.000015572716,0.00012410544,0.0001378524,0.9659206,0.02205732,0.0015346073,0.000107523694,0.00830676],"study_design_scores_gemma":[0.000007915751,0.000054867814,0.0012010492,0.000007410009,0.000008199801,0.00004411217,0.0000687818,0.98923653,0.0085633965,0.00035756186,0.00043674113,0.000013469975],"about_ca_topic_score_codex":0.003133352,"about_ca_topic_score_gemma":0.0031543479,"teacher_disagreement_score":0.003133352,"about_ca_system_score_codex":0.00032378946,"about_ca_system_score_gemma":0.00050854293,"threshold_uncertainty_score":0.006410122},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9932816,0.00002314503,0.0060714283,0.0000057145876,0.000002500338,0.000010632939,0.000023062075,0.00002616168,0.00055580586],"genre_scores_gemma":[0.99729234,0.000025409916,0.0022059714,0.0000019488841,4.9144336e-7,0.000009890797,0.0000272494,0.000005786465,0.00043096108],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9999033,0.000018005783,0.0000066686302,0.000015324638,0.000026842537,0.000029806402],"domain_scores_gemma":[0.9998142,0.000040446674,0.00006031499,0.000015140377,0.000029936436,0.000040050058],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021092549,0.00035832357,0.00026455472,0.00023195562,0.00020042161,0.0003099009,0.00037450367,0.0004377217,0.00065126206],"category_scores_gemma":[0.00043906042,0.00023489808,0.00019404323,0.00012011746,0.00032630106,0.00017796799,0.00033233583,0.00018598922,0.00013671332],"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":[0.0002849132,0.00008881191,0.010586632,0.00008827604,0.0000338815,0.00057961215,0.000097168326,0.68851566,0.29009873,0.0009889043,0.00007602936,0.0085614165],"study_design_scores_gemma":[0.00005350314,0.0019889227,0.036775116,0.00004330511,0.000092699825,0.00021128374,0.00030504158,0.7732203,0.18574074,0.00047638235,0.0010397133,0.000052973388],"about_ca_topic_score_codex":0.001366475,"about_ca_topic_score_gemma":0.0025091316,"teacher_disagreement_score":0.001366475,"about_ca_system_score_codex":0.00035440747,"about_ca_system_score_gemma":0.00044747646,"threshold_uncertainty_score":0.0027170777},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12850654,0.00024667554,0.86428416,0.00004446628,0.000035260055,0.000299112,0.000091692295,0.00068271224,0.0058094054],"genre_scores_gemma":[0.52908576,0.00020673746,0.46618235,0.000021571546,0.000009034512,0.000420398,0.00013080018,0.00019268297,0.0037506702],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989405,0.00035694262,0.000065934306,0.000085529166,0.00049258035,0.000058540256],"domain_scores_gemma":[0.99803025,0.0008941929,0.00025297052,0.00026007983,0.00050507305,0.0000574643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015896965,0.000723966,0.00042632772,0.001114098,0.00018927186,0.0005724486,0.001098899,0.000503049,0.0029800308],"category_scores_gemma":[0.0039762827,0.00044976326,0.00042024057,0.00037221928,0.0003506212,0.00040207314,0.0004743566,0.00034968118,0.0005459189],"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":[0.00091982534,0.0005560943,0.0043573063,0.0007148633,0.000088444176,0.00009074168,0.00042634443,0.45432636,0.041927382,0.008996762,0.00080497324,0.48679093],"study_design_scores_gemma":[0.00030509947,0.0024330951,0.006275642,0.000079466176,0.00010739609,0.00019860094,0.00019207475,0.92672396,0.04744312,0.004165712,0.011974824,0.00010108055],"about_ca_topic_score_codex":0.0015060818,"about_ca_topic_score_gemma":0.0032891443,"teacher_disagreement_score":0.0029800308,"about_ca_system_score_codex":0.00063285604,"about_ca_system_score_gemma":0.00084220205,"threshold_uncertainty_score":0.009969175},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73264354,0.0018130911,0.21233633,0.002544767,0.0002471573,0.0000899002,0.0003200937,0.00038457388,0.04962054],"genre_scores_gemma":[0.97720534,0.000282297,0.0091342805,0.000105053885,0.000080492246,0.000035681376,0.00017099039,0.000077539415,0.012908356],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997013,0.000067806955,0.000015394087,0.0000518205,0.00009716511,0.00006650813],"domain_scores_gemma":[0.99941385,0.00030473404,0.00006910573,0.00007477186,0.000063228435,0.00007427976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005852523,0.00037524913,0.0008008952,0.0012019565,0.0007837629,0.0018953832,0.0007077428,0.0017851654,0.0040172758],"category_scores_gemma":[0.0016329031,0.0003487226,0.00066797686,0.000560865,0.0018527111,0.0018469556,0.0015421228,0.0011305548,0.00045367825],"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":[0.00014211338,0.000093163966,0.0020233355,0.0001862815,0.000047658978,0.000998,0.00024196143,0.34260017,0.005409362,0.62980944,0.0024742892,0.01597421],"study_design_scores_gemma":[0.000052774467,0.00005486279,0.0010857017,0.000024979963,0.000011321338,0.00020469146,0.00015128627,0.677283,0.0009529561,0.31793255,0.0022252938,0.00002054921],"about_ca_topic_score_codex":0.0013416677,"about_ca_topic_score_gemma":0.0006106072,"teacher_disagreement_score":0.0040172758,"about_ca_system_score_codex":0.00071384874,"about_ca_system_score_gemma":0.00038464705,"threshold_uncertainty_score":0.013439059},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16651607,0.00021156062,0.82447946,0.00013536676,0.000020055302,0.000051932057,0.000060029528,0.00030653257,0.0082189925],"genre_scores_gemma":[0.9764947,0.0000802917,0.021744875,0.000014668924,0.0000059573135,0.000038770766,0.00003412586,0.000026239042,0.0015604219],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987113,0.00003206868,0.0000037766702,0.000016077682,0.000051824954,0.000025078696],"domain_scores_gemma":[0.9998678,0.000039561728,0.000039459614,0.000010498422,0.000028852704,0.000013819301],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023734137,0.00043136624,0.00025342611,0.00030920972,0.00021507467,0.00034764525,0.00052057335,0.00039184038,0.0016843324],"category_scores_gemma":[0.00058709545,0.00024304393,0.0002807557,0.00010296251,0.000343898,0.00028351037,0.000437763,0.0002798244,0.00034702706],"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":[0.0001481759,0.000024781222,0.000768666,0.00012728847,0.0000141516075,0.00012088299,0.000091961614,0.92583424,0.042914268,0.007813755,0.00028151606,0.021860357],"study_design_scores_gemma":[0.000016754973,0.0002942538,0.0007562646,0.000019654755,0.000020320944,0.00006665892,0.000041496176,0.98459727,0.009008009,0.0033698098,0.0017997351,0.0000098292085],"about_ca_topic_score_codex":0.0014624964,"about_ca_topic_score_gemma":0.0014417919,"teacher_disagreement_score":0.0016843324,"about_ca_system_score_codex":0.0002877679,"about_ca_system_score_gemma":0.0006292256,"threshold_uncertainty_score":0.0056346655},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9998185,0.00000767841,0.0000677015,0.0000012781286,0.0000018385158,0.0000017644231,0.000022202032,0.000004847573,0.00007421789],"genre_scores_gemma":[0.9994043,0.00001354799,0.00009979002,0.0000020130244,0.0000011139709,0.0000019694178,0.0000698213,0.000003863328,0.00040357962],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978834,0.000012910406,0.000015744026,0.000044018772,0.0000752922,0.00006364271],"domain_scores_gemma":[0.9992719,0.00015467712,0.00011103607,0.00007497279,0.00018923859,0.00019813716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002850115,0.00046648664,0.00045533368,0.00058766425,0.00028836305,0.00025556062,0.0005184181,0.00038408552,0.0022467107],"category_scores_gemma":[0.0009382268,0.0001886634,0.00022212707,0.00027675676,0.00051296613,0.00033659738,0.000389434,0.00028588375,0.0003715524],"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":[0.0010439965,0.00013441204,0.007963741,0.00005469939,0.000014130707,0.0003595804,0.00036291475,0.0029750324,0.98275524,0.00004069793,0.000053671905,0.00424189],"study_design_scores_gemma":[0.00006419391,0.0068524145,0.19725545,0.000024072031,0.000051760286,0.0002694468,0.0011542146,0.015972473,0.7774032,0.00010637865,0.00079790835,0.00004847728],"about_ca_topic_score_codex":0.0023382262,"about_ca_topic_score_gemma":0.0041514426,"teacher_disagreement_score":0.0023382262,"about_ca_system_score_codex":0.00024081088,"about_ca_system_score_gemma":0.00020685396,"threshold_uncertainty_score":0.007515967},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9726499,0.00018957123,0.025882285,0.0000198375,0.000014538319,0.0000627481,0.00030287937,0.00008893129,0.0007893368],"genre_scores_gemma":[0.9810097,0.00018175005,0.017854143,0.000015303625,0.00001025041,0.00006170333,0.00018463701,0.000013206813,0.00066922326],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997042,0.000028757226,0.00002017866,0.000078934354,0.00013071692,0.00003717117],"domain_scores_gemma":[0.99933594,0.00017798206,0.0001597976,0.00012013571,0.00013274269,0.0000734515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027805907,0.0004197467,0.00026488307,0.00058154936,0.00028683932,0.00023944474,0.00040432825,0.0002605556,0.0014108454],"category_scores_gemma":[0.00040127191,0.00017486534,0.00013507724,0.00044291798,0.00041191446,0.00032433256,0.00030182625,0.0003297922,0.00024054629],"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":[0.00008328663,0.000036733505,0.0009020474,0.000033543856,0.0000036827807,0.00003983876,0.000046365316,0.00019775434,0.9950478,0.00004635555,0.000014424557,0.0035482089],"study_design_scores_gemma":[0.000016530814,0.0010024529,0.030366862,0.000005452844,0.000024172296,0.00022303667,0.0001562801,0.003477417,0.96344227,0.000045827543,0.0012247659,0.000014974678],"about_ca_topic_score_codex":0.0009041245,"about_ca_topic_score_gemma":0.0025307056,"teacher_disagreement_score":0.0014108454,"about_ca_system_score_codex":0.00019824391,"about_ca_system_score_gemma":0.00021690568,"threshold_uncertainty_score":0.004719734},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9416264,0.00003404794,0.049959976,0.000032698925,0.000006120594,0.00030119572,0.00036166448,0.00024892014,0.007428917],"genre_scores_gemma":[0.9678775,0.00005793211,0.028354364,0.000012336341,0.0000014091626,0.00012746347,0.00030127456,0.000021958916,0.0032458052],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9991672,0.000174198,0.000038969152,0.000076148295,0.0004725534,0.00007096684],"domain_scores_gemma":[0.9991598,0.00016112853,0.00012391497,0.00014571889,0.0003823601,0.000027143491],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001630208,0.0006922036,0.0002057989,0.0012098276,0.00037875667,0.00042073964,0.00080964476,0.00038895404,0.0020217705],"category_scores_gemma":[0.0010920329,0.00031311333,0.00032491842,0.0005450254,0.000397537,0.0005487585,0.00044260433,0.00029432678,0.00031394043],"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":[0.0005242366,0.0011389749,0.048173603,0.00028176475,0.00007539218,0.0004832829,0.00067052606,0.3826219,0.4107122,0.0033245024,0.00087892043,0.1511147],"study_design_scores_gemma":[0.00012987228,0.0062536444,0.15812472,0.00004433197,0.00012494414,0.00048745572,0.0011611234,0.45919168,0.36395493,0.0011103873,0.009279424,0.00013749255],"about_ca_topic_score_codex":0.0079307575,"about_ca_topic_score_gemma":0.04111847,"teacher_disagreement_score":0.0079307575,"about_ca_system_score_codex":0.0016865652,"about_ca_system_score_gemma":0.0010310443,"threshold_uncertainty_score":0.015769184},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981248,0.000010574806,0.00028093442,0.000014511682,0.0000048609068,0.0000040366103,0.00012625697,0.000025152207,0.0014088746],"genre_scores_gemma":[0.99931693,0.000007405481,0.000086311455,0.0000014722549,0.0000012832887,0.0000014927823,0.000072666,0.0000059754925,0.0005064245],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9997992,0.000028287575,0.000010980596,0.000044496148,0.000033015618,0.00008411206],"domain_scores_gemma":[0.99965537,0.00008737768,0.000056729594,0.000053292828,0.000038809016,0.00010838722],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019863236,0.00021840443,0.0003371662,0.00053559284,0.0004192241,0.00054819725,0.00045347653,0.00063968264,0.0043355697],"category_scores_gemma":[0.0010190003,0.00024985897,0.00044160069,0.00048787106,0.0006978555,0.00025606184,0.00047682936,0.00042145798,0.0004099458],"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":[0.0055858972,0.0005789116,0.11272951,0.00024274745,0.00021305936,0.00699001,0.0015816077,0.5242281,0.3037041,0.011418219,0.0022824518,0.030445416],"study_design_scores_gemma":[0.000097757256,0.0011172735,0.5665268,0.000026734091,0.0000940743,0.0010810449,0.0018144835,0.40140882,0.023842659,0.0024133762,0.0014638195,0.000113197486],"about_ca_topic_score_codex":0.0060300035,"about_ca_topic_score_gemma":0.00447311,"teacher_disagreement_score":0.0060300035,"about_ca_system_score_codex":0.0005403949,"about_ca_system_score_gemma":0.0003831506,"threshold_uncertainty_score":0.014503956},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.990965,0.000039015213,0.0075301076,0.0000053496155,0.0000011014127,0.0000047237572,0.000110941946,0.000039728606,0.0013041126],"genre_scores_gemma":[0.9994861,0.000019554498,0.00030653007,3.3056847e-7,5.846541e-7,0.0000017104136,0.00005936097,0.0000029741063,0.0001228382],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998312,0.000021062147,0.000011114701,0.000028150096,0.000058520694,0.000049981227],"domain_scores_gemma":[0.9993467,0.00024104299,0.00017476232,0.000053645545,0.00012956637,0.000054197524],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032193091,0.00033408075,0.00025226656,0.0018340574,0.00020872979,0.00038294098,0.00024019381,0.00016479086,0.0016011945],"category_scores_gemma":[0.0017473873,0.00017693771,0.00019525926,0.000799146,0.0005457069,0.00061187363,0.00040697056,0.00013569793,0.00022309963],"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":[0.0013921749,0.00013606742,0.1272163,0.00037199137,0.000096417716,0.0018349178,0.00082594575,0.5414067,0.19208603,0.012418044,0.0007542447,0.1214612],"study_design_scores_gemma":[0.00004197983,0.00044684336,0.23441802,0.000039394225,0.000075853655,0.0008226808,0.000821783,0.61763066,0.13446194,0.009307631,0.0018100835,0.00012313508],"about_ca_topic_score_codex":0.0014120963,"about_ca_topic_score_gemma":0.0012788409,"teacher_disagreement_score":0.0018340574,"about_ca_system_score_codex":0.00037114124,"about_ca_system_score_gemma":0.00022130705,"threshold_uncertainty_score":0.0053564906},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007440054,0.0001585018,0.98908126,0.00003296357,0.000028760138,0.000063311025,0.000045449306,0.00014041303,0.0030093363],"genre_scores_gemma":[0.31563395,0.0006557546,0.67623293,0.00006795104,0.00006088908,0.00051526196,0.00014504393,0.00019945769,0.0064887214],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99694014,0.0014800903,0.00013083924,0.00043350423,0.00085975253,0.00015576296],"domain_scores_gemma":[0.9951674,0.0034492982,0.0002907557,0.00037035486,0.0006726677,0.00004962673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003853648,0.00089307915,0.0011908925,0.0032955736,0.00062296394,0.0011991131,0.0024120638,0.0013565884,0.0052189273],"category_scores_gemma":[0.01519036,0.00055088376,0.00088814925,0.0015804846,0.0017184165,0.0020253845,0.0013988528,0.0010533028,0.0019178176],"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":[0.00015966257,0.000060709186,0.0071106176,0.0005346555,0.0000797989,0.00031769625,0.00078184094,0.39281872,0.006320383,0.1549774,0.0031509844,0.43368748],"study_design_scores_gemma":[0.000019129768,0.00012265563,0.0034758148,0.00008549917,0.000023740155,0.00044526378,0.000113901675,0.94287807,0.0039192876,0.039399095,0.009422303,0.0000952138],"about_ca_topic_score_codex":0.0014557781,"about_ca_topic_score_gemma":0.0014529368,"teacher_disagreement_score":0.0052189273,"about_ca_system_score_codex":0.0006906409,"about_ca_system_score_gemma":0.0005368144,"threshold_uncertainty_score":0.020380259},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98877585,0.006020261,0.001361311,0.00016839478,0.00013417026,0.000033279535,0.0004320339,0.000026269448,0.0030485447],"genre_scores_gemma":[0.99365634,0.0026838582,0.0007690186,0.0000942729,0.00005259532,0.000017068767,0.00031788417,0.000025347355,0.002383565],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996425,0.00007894665,0.0000416662,0.000048226542,0.00013139486,0.000057120327],"domain_scores_gemma":[0.999571,0.0001819768,0.00006091798,0.00001461386,0.00011418517,0.00005730251],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040602736,0.00035129508,0.000233435,0.00040280112,0.00023120866,0.0008449595,0.00016156412,0.000279359,0.0015262883],"category_scores_gemma":[0.00082535075,0.0001449497,0.00017325713,0.0003411498,0.00013039127,0.00031296292,0.0002643999,0.0002991086,0.00035891484],"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":[0.0011246201,0.00011654501,0.003911655,0.00029195234,0.000047959882,0.00008312655,0.00006903911,0.00028822263,0.9763423,0.00006272436,0.0003297995,0.017332017],"study_design_scores_gemma":[0.000013497109,0.0009903574,0.015688004,0.000027730846,0.000081196245,0.00010641396,0.00017323732,0.00049949024,0.97842807,0.000040999523,0.0039358586,0.000015101089],"about_ca_topic_score_codex":0.0010781813,"about_ca_topic_score_gemma":0.0018443809,"teacher_disagreement_score":0.0015262883,"about_ca_system_score_codex":0.00024170337,"about_ca_system_score_gemma":0.0002325633,"threshold_uncertainty_score":0.0051059723},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968857,0.00007204551,0.0016998478,0.000009239326,0.000012737203,0.000012065887,0.000037186397,0.000063660635,0.0012074815],"genre_scores_gemma":[0.9983992,0.00003703993,0.00035982166,0.0000061265127,0.0000028959778,0.00000467977,0.000033709548,0.000008015,0.0011486785],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995407,0.000031500804,0.00002450741,0.000072210656,0.0002005475,0.00013053074],"domain_scores_gemma":[0.9993799,0.00008495874,0.00017442444,0.00010530396,0.0001267766,0.00012868318],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030753863,0.0005910497,0.0003518595,0.00053750584,0.00043056245,0.0005518916,0.00026285887,0.0004384134,0.0028439332],"category_scores_gemma":[0.0006824362,0.00026599053,0.00019592395,0.0003786043,0.00074275135,0.00053895894,0.0009220313,0.00031811235,0.00069312635],"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":[0.00037265924,0.000037355516,0.0028730861,0.0000437625,0.000006836433,0.00051884004,0.00019758844,0.0015908066,0.9892223,0.00021072954,0.00007710199,0.0048489966],"study_design_scores_gemma":[0.000035534547,0.0012777521,0.023546422,0.000019697993,0.000025493406,0.00041726828,0.00066468335,0.008977266,0.96247745,0.00036910252,0.0021583268,0.000031029544],"about_ca_topic_score_codex":0.0012468797,"about_ca_topic_score_gemma":0.0015184437,"teacher_disagreement_score":0.0028439332,"about_ca_system_score_codex":0.00024647033,"about_ca_system_score_gemma":0.00019963506,"threshold_uncertainty_score":0.009513974},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99958354,0.00011776824,0.000113336995,0.0000044798257,0.0000040742934,0.0000024976537,0.000028899845,0.0000065402874,0.00013886485],"genre_scores_gemma":[0.9994824,0.00009746407,0.00014512162,0.0000043702576,0.0000012369966,0.0000018254656,0.000040287563,0.0000032330238,0.00022415635],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998362,0.000013445098,0.000013291095,0.00002108295,0.000057125842,0.000058777216],"domain_scores_gemma":[0.99967086,0.00009291317,0.00007143656,0.000023480166,0.0000661549,0.000075290605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014830765,0.0004927154,0.000305197,0.00026420332,0.00021961704,0.0003980588,0.00019059605,0.00024855384,0.0010319743],"category_scores_gemma":[0.0005369011,0.00012104328,0.00017950333,0.00019878148,0.0002674438,0.00028562875,0.0003469247,0.00032398367,0.00018285902],"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":[0.00043817115,0.0000403509,0.001537511,0.000082990715,0.000015054767,0.000119539116,0.000057927464,0.0017293552,0.9924585,0.000012385532,0.000017076394,0.0034909672],"study_design_scores_gemma":[0.000008640477,0.0014419341,0.020886157,0.000008812299,0.000028464412,0.0000757481,0.0001802747,0.0017556548,0.97507983,0.0000113307005,0.0005026338,0.000020523235],"about_ca_topic_score_codex":0.0025266958,"about_ca_topic_score_gemma":0.0058246353,"teacher_disagreement_score":0.0025266958,"about_ca_system_score_codex":0.00022684646,"about_ca_system_score_gemma":0.00018547494,"threshold_uncertainty_score":0.005024016},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99701583,0.000029701063,0.0026259224,0.0000029329863,0.0000011443263,0.0000065646896,0.000014523622,0.000014235322,0.00028899693],"genre_scores_gemma":[0.99854434,0.000019349818,0.0010573481,0.0000021881772,5.994794e-7,0.0000051609964,0.000023963596,0.000005555994,0.00034157306],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996269,0.000049444916,0.000018428911,0.00005809335,0.00013938104,0.000107732325],"domain_scores_gemma":[0.99912924,0.00019679131,0.00025457557,0.000090040936,0.00023084224,0.00009854887],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044579638,0.00026952385,0.00034803824,0.0008792786,0.00033728898,0.00036502394,0.00034985945,0.00039612973,0.000954132],"category_scores_gemma":[0.0010481292,0.00016351271,0.00020405193,0.00033539857,0.00058307534,0.00061239296,0.0006464506,0.00019677088,0.00031330268],"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":[0.0007263128,0.00010987824,0.054203812,0.00016220222,0.000034057848,0.0007144556,0.001090905,0.034018923,0.8692467,0.0008439067,0.0001472309,0.038701642],"study_design_scores_gemma":[0.000029393366,0.0034549136,0.21315031,0.00004526489,0.00005394525,0.0008518594,0.002859006,0.117504634,0.6578823,0.0015569204,0.0025194213,0.00009198581],"about_ca_topic_score_codex":0.0011301306,"about_ca_topic_score_gemma":0.0018811973,"teacher_disagreement_score":0.0011301306,"about_ca_system_score_codex":0.00021966208,"about_ca_system_score_gemma":0.0001545625,"threshold_uncertainty_score":0.0031918287},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8551707,0.000940202,0.13718823,0.00012631058,0.000027558724,0.000044339944,0.00030284634,0.0005940452,0.005605862],"genre_scores_gemma":[0.99106896,0.0005140562,0.007237812,0.0000057396114,0.0000060142866,0.000024756311,0.00014471503,0.000031155934,0.0009667212],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998722,0.000016862481,0.00000757818,0.000021640293,0.000057481593,0.000024138568],"domain_scores_gemma":[0.9997571,0.00012888592,0.000031946136,0.00001697276,0.00003944355,0.000025644582],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027343578,0.00052618707,0.0006314381,0.00042855166,0.00027903504,0.0008663421,0.00079093967,0.000834438,0.0006650111],"category_scores_gemma":[0.000633037,0.00047281248,0.0004332194,0.00040148082,0.00043516466,0.00073353125,0.00053721137,0.000489707,0.0002467127],"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":[0.000057052097,0.000033734173,0.008282903,0.000083875,0.000013007071,0.00017839983,0.0000440055,0.95971876,0.010350973,0.00165763,0.00015684249,0.019422816],"study_design_scores_gemma":[0.000010064298,0.000041058636,0.002925164,0.000012791813,0.0000053968574,0.00003378335,0.00003552885,0.9905061,0.0052724183,0.000661674,0.00048418896,0.0000117471845],"about_ca_topic_score_codex":0.0036684808,"about_ca_topic_score_gemma":0.0039440915,"teacher_disagreement_score":0.0036684808,"about_ca_system_score_codex":0.00048156895,"about_ca_system_score_gemma":0.0005409752,"threshold_uncertainty_score":0.007294297},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6732243,0.0001159698,0.319382,0.00006743763,0.000032759985,0.00013299275,0.000099036275,0.0002982334,0.006647263],"genre_scores_gemma":[0.97531325,0.000051603824,0.023344986,0.000008431808,0.000002905846,0.000031298583,0.000042511994,0.000017936689,0.0011870527],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997472,0.00003687012,0.000014475676,0.000037630503,0.00009730663,0.000066551795],"domain_scores_gemma":[0.99969304,0.000045615147,0.000071638315,0.000037123882,0.00007757422,0.00007504503],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002603383,0.0005915871,0.00041772475,0.000551525,0.00028940852,0.00057242706,0.0009943305,0.00047822477,0.0012764594],"category_scores_gemma":[0.00059419015,0.00030348974,0.0003090279,0.00017117691,0.0004412897,0.00039395338,0.0009247877,0.0003039539,0.00032192018],"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":[0.00027514173,0.00009364516,0.011744795,0.00018269605,0.00003308512,0.0010603003,0.00023444147,0.76431775,0.1272507,0.0055124527,0.00059145223,0.08870354],"study_design_scores_gemma":[0.000058507932,0.0010229922,0.011251696,0.0000526872,0.00005796444,0.00036614254,0.00042139896,0.94885385,0.029647453,0.0030602203,0.005157569,0.000049402475],"about_ca_topic_score_codex":0.0031108311,"about_ca_topic_score_gemma":0.0073322677,"teacher_disagreement_score":0.0031108311,"about_ca_system_score_codex":0.0004343822,"about_ca_system_score_gemma":0.0009575161,"threshold_uncertainty_score":0.0061854124},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99317765,0.000023085053,0.0045037465,0.0000065511217,0.0000011044258,0.000040414234,0.000044361255,0.000046015968,0.0021572025],"genre_scores_gemma":[0.9928883,0.000020739468,0.0057778503,0.0000028457664,3.1651004e-7,0.000011442592,0.000042186715,0.0000059785057,0.0012503457],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99955195,0.000034960573,0.000010757934,0.00004714691,0.00029949442,0.00005577373],"domain_scores_gemma":[0.99971634,0.00004866237,0.000039805116,0.000025870431,0.00013015933,0.000039129212],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037373952,0.00037852113,0.00016370227,0.00066499785,0.0005448589,0.00061776914,0.0007014417,0.0003133173,0.0006187995],"category_scores_gemma":[0.000500317,0.00018785079,0.00014763532,0.00039145004,0.0006557876,0.000162839,0.00034145807,0.00016053235,0.00011080733],"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":[0.0004930088,0.00038414117,0.09682371,0.00019975199,0.00004352489,0.0012130664,0.00096132286,0.5318982,0.24286622,0.001959275,0.00032837005,0.12282939],"study_design_scores_gemma":[0.00006112513,0.0021326202,0.24448492,0.000028362352,0.00008535742,0.00035818803,0.0027405303,0.57452923,0.16990794,0.0010321075,0.004558619,0.000081010156],"about_ca_topic_score_codex":0.1774369,"about_ca_topic_score_gemma":0.5244045,"teacher_disagreement_score":0.8225631,"about_ca_system_score_codex":0.0038256973,"about_ca_system_score_gemma":0.002521152,"threshold_uncertainty_score":0.35280818},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9332527,0.00033728473,0.034167297,0.00030198216,0.00009192947,0.00012416416,0.0011625736,0.0004206713,0.03014151],"genre_scores_gemma":[0.98576397,0.0001276973,0.010631081,0.000032686406,0.000007774061,0.00009966192,0.00044213046,0.0000510107,0.002844082],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996289,0.000062607265,0.00001820709,0.000036442198,0.00012820683,0.00012554484],"domain_scores_gemma":[0.9985197,0.00085779146,0.00012234582,0.00010928287,0.00028477635,0.00010610873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043094944,0.0004749312,0.00095198804,0.0006293464,0.00078571984,0.0007643455,0.0010454914,0.0015063279,0.004536597],"category_scores_gemma":[0.002298115,0.00030596965,0.0005574381,0.0010189173,0.0009827919,0.0004392873,0.0007166216,0.00076178374,0.00030684334],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055132143,0.000032695785,0.0012766934,0.00005474522,0.000010567618,0.00010098151,0.00008483651,0.9927517,0.0021980617,0.0016151065,0.00023796118,0.0015814382],"study_design_scores_gemma":[0.000020420382,0.000041065825,0.00074520195,0.000011765422,0.000007213111,0.0000278132,0.0000874038,0.9960985,0.0015945684,0.0005390054,0.00081591145,0.000011207121],"about_ca_topic_score_codex":0.015919564,"about_ca_topic_score_gemma":0.009601209,"teacher_disagreement_score":0.015919564,"about_ca_system_score_codex":0.0010098851,"about_ca_system_score_gemma":0.001114914,"threshold_uncertainty_score":0.03165382},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99981457,0.000013048253,0.000031621148,0.0000029938287,5.304877e-7,0.0000093756735,0.000047762085,0.000001422856,0.000078754856],"genre_scores_gemma":[0.99937147,0.000037758145,0.00014614071,0.0000095489395,0.0000027113779,0.000017410612,0.00018523083,0.0000010253768,0.0002287097],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997905,0.000022437078,0.0000216848,0.00007750813,0.000039560142,0.000048346283],"domain_scores_gemma":[0.9995478,0.000044432894,0.0001480327,0.000031593212,0.000099153825,0.00012899407],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032814694,0.0006061756,0.00048726247,0.0016475776,0.0009878536,0.00034232737,0.0007067416,0.0007022116,0.00060837826],"category_scores_gemma":[0.00028686173,0.000452834,0.00039439698,0.0010744848,0.0008025079,0.00041418403,0.0005110481,0.00030029324,0.00015658769],"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":[0.00020989198,0.00021921062,0.9559541,0.00008982291,0.000045869707,0.003393831,0.004180412,0.00061616895,0.029662844,0.000030663057,0.000089594745,0.0055076517],"study_design_scores_gemma":[0.0000043370487,0.000239245,0.9970469,0.000003868367,0.000011456368,0.00015009182,0.0015385423,0.000313364,0.00058498065,0.000006464705,0.00009368441,0.0000071587046],"about_ca_topic_score_codex":0.040384606,"about_ca_topic_score_gemma":0.1277775,"teacher_disagreement_score":0.040384606,"about_ca_system_score_codex":0.001082178,"about_ca_system_score_gemma":0.0007303892,"threshold_uncertainty_score":0.08029908},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90141976,0.00011910206,0.086093545,0.00013680119,0.00010454186,0.00030862246,0.00036209403,0.0020194596,0.009435965],"genre_scores_gemma":[0.95449096,0.000057324603,0.03754175,0.000037699952,0.000020859101,0.00009343927,0.00019391444,0.000039795927,0.007524367],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999539,0.00003239641,0.000020120873,0.000074415126,0.00024383473,0.00009022703],"domain_scores_gemma":[0.99954575,0.000054235723,0.00009234143,0.00010769062,0.00010550008,0.000094480776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002565513,0.00055811147,0.0003366261,0.0008537946,0.00051612884,0.00044504635,0.0010202583,0.0005055527,0.0048993253],"category_scores_gemma":[0.00040976095,0.00037612196,0.00040615766,0.00034446284,0.00024143553,0.0007857434,0.0016529623,0.0005274226,0.0022007015],"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":[0.0011848671,0.0004889796,0.01613048,0.0002943921,0.000058303795,0.0014180475,0.00049172324,0.016491542,0.7448165,0.0016817453,0.0030029397,0.21394049],"study_design_scores_gemma":[0.00023982963,0.0076314476,0.06038112,0.00009553449,0.00013514188,0.0024226198,0.00065747957,0.16830856,0.72218317,0.00068888254,0.03690891,0.0003473027],"about_ca_topic_score_codex":0.0010979939,"about_ca_topic_score_gemma":0.0027039908,"teacher_disagreement_score":0.0048993253,"about_ca_system_score_codex":0.00024232247,"about_ca_system_score_gemma":0.0004027395,"threshold_uncertainty_score":0.016389847},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99973994,0.000004792832,0.00016876555,0.0000010460041,6.550709e-7,0.0000018394077,0.000011999491,0.0000044751546,0.000066444714],"genre_scores_gemma":[0.9996644,0.000011206845,0.00015873811,0.0000010082553,4.434329e-7,0.0000028392658,0.00002535451,0.000002320931,0.00013359124],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998068,0.000031967105,0.000011531745,0.000030460988,0.00006158989,0.000057568675],"domain_scores_gemma":[0.99970967,0.0000905515,0.00006869022,0.000052961266,0.000036387286,0.000041862542],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002454254,0.00033490892,0.00031964638,0.00023018915,0.00020472267,0.00024500224,0.00026636256,0.00036802786,0.0009970536],"category_scores_gemma":[0.0006260978,0.00022029568,0.00021218901,0.00016771557,0.00068364403,0.00018093076,0.00040340924,0.00025304971,0.00015638446],"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":[0.0010002799,0.0001784305,0.0131152375,0.000055920787,0.00002283026,0.00063837325,0.0003067497,0.04262713,0.9379719,0.00013903154,0.000040147803,0.0039039892],"study_design_scores_gemma":[0.000066657034,0.005446535,0.09951522,0.000021421567,0.00004337365,0.00039227342,0.0006491301,0.09419274,0.7990977,0.00015782121,0.00038109143,0.0000360531],"about_ca_topic_score_codex":0.0010802946,"about_ca_topic_score_gemma":0.0014833015,"teacher_disagreement_score":0.0010802946,"about_ca_system_score_codex":0.00018226265,"about_ca_system_score_gemma":0.0001557477,"threshold_uncertainty_score":0.0033355355},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0060653016,0.000042448457,0.9906104,0.000028002853,0.000027304855,0.000087341956,0.000031358657,0.00019173542,0.002916049],"genre_scores_gemma":[0.4954708,0.00027514197,0.4939013,0.00008813871,0.000036871414,0.0006568604,0.00019594397,0.00014900432,0.009225929],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979216,0.000044449946,0.000011254751,0.000025601616,0.00010982661,0.000016874064],"domain_scores_gemma":[0.99982506,0.000047241265,0.000030064595,0.000024282817,0.000064807566,0.000008519658],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034499625,0.0005625206,0.00037581407,0.00044268096,0.00027764554,0.00043328753,0.0006117716,0.00053881825,0.005774374],"category_scores_gemma":[0.00076735194,0.00026507356,0.0004053154,0.00017744626,0.00047181683,0.00020828149,0.0006211971,0.00040843152,0.0012329632],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059166,0.000036468573,0.00034940933,0.00027489394,0.000020271837,0.00013857447,0.00009514888,0.8587498,0.05906603,0.019889152,0.0007253548,0.060595676],"study_design_scores_gemma":[0.000021340122,0.00014545658,0.00021668771,0.000017173585,0.000013393079,0.0000729946,0.000021475747,0.9793026,0.007537385,0.0037526342,0.008885886,0.0000128991505],"about_ca_topic_score_codex":0.0013527471,"about_ca_topic_score_gemma":0.0014895975,"teacher_disagreement_score":0.005774374,"about_ca_system_score_codex":0.00037428644,"about_ca_system_score_gemma":0.00072612346,"threshold_uncertainty_score":0.01931721},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956499,0.000018039418,0.0033195415,0.0000044546746,0.0000022451843,0.000002751298,0.000014645525,0.00004013178,0.0009483727],"genre_scores_gemma":[0.9994116,0.00001165775,0.00033051913,0.0000013894825,3.0555208e-7,0.0000011958673,0.000010656504,0.0000065062245,0.00022613638],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997303,0.000050744897,0.000018240431,0.000026273485,0.0000957134,0.00007874926],"domain_scores_gemma":[0.9987784,0.00060174207,0.00018970261,0.00016354119,0.00015891339,0.000107695094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029620892,0.0003421463,0.0002784623,0.0002613308,0.00027374752,0.00052006746,0.00026685084,0.00023335601,0.001211097],"category_scores_gemma":[0.0017793922,0.00019820308,0.00017219482,0.00014722343,0.00047033146,0.0003560226,0.0005745657,0.0001667615,0.00028323507],"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":[0.00091190764,0.000095234245,0.021215545,0.00012398875,0.000038369282,0.0014411759,0.0004109206,0.34682497,0.60546476,0.0011723522,0.000117171854,0.022183677],"study_design_scores_gemma":[0.000049567607,0.0016686143,0.041309368,0.00005317209,0.000075413234,0.0006258793,0.0007593817,0.45588169,0.49795467,0.00061333197,0.0009365386,0.00007236316],"about_ca_topic_score_codex":0.0016103367,"about_ca_topic_score_gemma":0.0026900698,"teacher_disagreement_score":0.0016103367,"about_ca_system_score_codex":0.00018368017,"about_ca_system_score_gemma":0.00033097746,"threshold_uncertainty_score":0.004051566},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972904,0.00011405791,0.0008611621,0.00001880932,0.000017917077,0.0000024210808,0.000016588596,0.000036368805,0.0016422657],"genre_scores_gemma":[0.9994504,0.000019287085,0.00008583666,0.000004288261,0.0000010987253,4.3153725e-7,0.0000062418235,0.000003906078,0.0004285457],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997776,0.000033875116,0.000007973759,0.000028515999,0.00005397135,0.000098012395],"domain_scores_gemma":[0.99899966,0.00038777918,0.00014173453,0.00013541737,0.00017771358,0.00015778822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023486985,0.0002488711,0.00025926897,0.0002250547,0.000436655,0.0006040936,0.0003664851,0.00048795991,0.0040797284],"category_scores_gemma":[0.0012656878,0.0001399887,0.00018988772,0.00014402812,0.0006650438,0.00049765466,0.00045869927,0.00032390183,0.0003836987],"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":[0.005604318,0.00051043683,0.010760761,0.00020920741,0.00005106321,0.0008663538,0.00038585925,0.15231772,0.79195356,0.0050659743,0.0006710561,0.031603664],"study_design_scores_gemma":[0.00012751577,0.0019450993,0.026090425,0.0000386276,0.00011223186,0.0002241517,0.00073519023,0.113497846,0.85292566,0.0018499461,0.002418981,0.0000342736],"about_ca_topic_score_codex":0.002133041,"about_ca_topic_score_gemma":0.0033573566,"teacher_disagreement_score":0.0040797284,"about_ca_system_score_codex":0.00050719816,"about_ca_system_score_gemma":0.00024357028,"threshold_uncertainty_score":0.013648033},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9764946,0.0001266241,0.01214093,0.00014008822,0.00004663775,0.00002521166,0.00013343482,0.00013798372,0.010754569],"genre_scores_gemma":[0.99604464,0.00004959214,0.0019217688,0.000013818206,0.000006907084,0.000012919635,0.000063308995,0.000019919558,0.0018671952],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999889,0.000025847621,0.0000048044117,0.000013315116,0.00003501755,0.000032023225],"domain_scores_gemma":[0.9996147,0.00017948827,0.00006357088,0.000028857341,0.00006718818,0.000046227324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017551733,0.00045118158,0.00063216727,0.00064526324,0.00064471585,0.0006001511,0.00066297664,0.0012332376,0.0028140978],"category_scores_gemma":[0.0010008739,0.0003292591,0.00041095415,0.00052237615,0.0010028018,0.00039166672,0.00048601537,0.00037344926,0.00020879527],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016260568,0.00011969763,0.0027154412,0.00007118976,0.00003043524,0.00038995044,0.00008523834,0.97307384,0.01577123,0.0035260145,0.0003611942,0.0036932197],"study_design_scores_gemma":[0.000014367672,0.000052291984,0.00169747,0.0000057122907,0.000009072489,0.000028124203,0.000049079426,0.9963503,0.0013987003,0.00026805265,0.000117480595,0.00000934776],"about_ca_topic_score_codex":0.008077312,"about_ca_topic_score_gemma":0.005994028,"teacher_disagreement_score":0.008077312,"about_ca_system_score_codex":0.0005100284,"about_ca_system_score_gemma":0.0006569508,"threshold_uncertainty_score":0.01606059},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.967702,0.00004644209,0.024674572,0.00006845705,0.00001599028,0.00023214667,0.00020297551,0.00011017637,0.006947289],"genre_scores_gemma":[0.97327596,0.000045346336,0.02274439,0.0000055945957,0.0000038684984,0.000058702393,0.00011654797,0.000028533403,0.0037211594],"study_design_codex":"simulation_or_modeling","study_design_gemma":"case_report","domain_scores_codex":[0.99901855,0.00021825291,0.00004590287,0.000117103125,0.0004300334,0.00017021675],"domain_scores_gemma":[0.9985833,0.0005582106,0.00009157084,0.0003388653,0.0002772348,0.00015082267],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001154495,0.0006081,0.0005163348,0.00126915,0.0015050926,0.00073897804,0.0012698736,0.0018962323,0.0035913156],"category_scores_gemma":[0.0018032884,0.00047550362,0.0009287188,0.0010142549,0.00114439,0.0004325284,0.0007317397,0.0005698066,0.00059900526],"study_design_candidate":"case_report","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":[0.0023723312,0.0023636166,0.07861862,0.0011473447,0.00018981524,0.079104796,0.008194235,0.49397963,0.1669313,0.011036301,0.0028366183,0.15322536],"study_design_scores_gemma":[0.0003126386,0.008179383,0.15109187,0.00019125726,0.00028548087,0.018916328,0.016217798,0.6110555,0.15458949,0.003993708,0.034758657,0.00040794234],"about_ca_topic_score_codex":0.006029729,"about_ca_topic_score_gemma":0.017342705,"teacher_disagreement_score":0.006029729,"about_ca_system_score_codex":0.00081594463,"about_ca_system_score_gemma":0.00095810514,"threshold_uncertainty_score":0.01201421},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97558993,0.00016043407,0.013672388,0.0006402264,0.000032245993,0.0004671893,0.00016453606,0.00010958906,0.009163459],"genre_scores_gemma":[0.95582575,0.00022276255,0.03570917,0.00010529374,0.000020490996,0.00014651737,0.000110534784,0.00003608313,0.007823334],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9980971,0.00067504577,0.00011495017,0.0002058677,0.00066131155,0.0002456973],"domain_scores_gemma":[0.9979582,0.00088667875,0.0002261146,0.0002921108,0.0003215849,0.00031528968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014426488,0.0006548411,0.00034184585,0.00091859966,0.0021478226,0.0009908184,0.0017404716,0.002547846,0.0025109046],"category_scores_gemma":[0.0025340999,0.00033903195,0.00041706106,0.0008889896,0.00090258813,0.000799245,0.00089062337,0.00077477796,0.0005365284],"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":[0.0018320279,0.010477902,0.13042113,0.0021300523,0.000219959,0.23039809,0.034798335,0.07425898,0.12494102,0.014401308,0.014761168,0.36136013],"study_design_scores_gemma":[0.000984621,0.01862558,0.1700654,0.00054200063,0.0003310562,0.138498,0.089599214,0.097513996,0.284249,0.006244173,0.19288506,0.00046193658],"about_ca_topic_score_codex":0.0043611354,"about_ca_topic_score_gemma":0.018018158,"teacher_disagreement_score":0.0043611354,"about_ca_system_score_codex":0.0010017797,"about_ca_system_score_gemma":0.0010771941,"threshold_uncertainty_score":0.008671463},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999762,0.000010078582,0.0000876327,0.0000021282838,4.2539904e-7,0.000004458371,0.000033517506,0.0000018852959,0.00009766964],"genre_scores_gemma":[0.99957865,0.000025862626,0.00012905983,0.0000022673894,0.0000011640906,0.000005731653,0.00007847405,0.0000010587465,0.00017767368],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998654,0.000012216636,0.000015896432,0.000037052534,0.000034628974,0.000034799334],"domain_scores_gemma":[0.99973565,0.000028986338,0.00008760189,0.000018799901,0.00007879244,0.000050210154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022799983,0.0004300267,0.00038782775,0.001991736,0.00062582904,0.0003824738,0.0005388339,0.0005012137,0.0005158586],"category_scores_gemma":[0.00022994411,0.0003483692,0.00046504033,0.001115077,0.0005055681,0.0004134757,0.0003358249,0.00021326808,0.00013328485],"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":[0.00021229163,0.00015382486,0.9103477,0.00010064738,0.00006215258,0.0032836676,0.0017408486,0.0074271713,0.065460615,0.000089012814,0.0001096908,0.011012418],"study_design_scores_gemma":[0.000004768548,0.00019372633,0.98701096,0.000004334564,0.000024187646,0.00018389562,0.00096526823,0.00661221,0.004832665,0.000031164123,0.00012218146,0.000014673137],"about_ca_topic_score_codex":0.037143085,"about_ca_topic_score_gemma":0.06605441,"teacher_disagreement_score":0.037143085,"about_ca_system_score_codex":0.00083829375,"about_ca_system_score_gemma":0.00046593646,"threshold_uncertainty_score":0.07385379},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9554259,0.000082832164,0.037966773,0.00007826693,0.00001711116,0.000072402545,0.0003958325,0.00026605313,0.0056949477],"genre_scores_gemma":[0.98945284,0.000066583976,0.007950327,0.000013860435,0.0000020765178,0.00006705834,0.0002037553,0.000028259972,0.002215185],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985826,0.000026955018,0.000010749865,0.000026944714,0.0000482301,0.000028791626],"domain_scores_gemma":[0.9997663,0.00010050315,0.000032691853,0.00002926287,0.00004561544,0.000025635305],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023766837,0.0006409055,0.00064734765,0.0004857886,0.0005427602,0.0007981205,0.0012280284,0.0014256897,0.0025990175],"category_scores_gemma":[0.00070824684,0.00053980417,0.00062907924,0.0004230953,0.0008916784,0.0003802186,0.00048470448,0.00048977823,0.00042518525],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044269505,0.0000395619,0.0013408856,0.000027757045,0.0000117547315,0.00009252181,0.00005027192,0.9898219,0.0064684027,0.00021155582,0.000049087284,0.0018419824],"study_design_scores_gemma":[0.000009958697,0.000049415885,0.0014550241,0.000005547879,0.000007662566,0.000023795195,0.000040546496,0.9964908,0.001657306,0.00006859055,0.00018291544,0.000008314005],"about_ca_topic_score_codex":0.023332829,"about_ca_topic_score_gemma":0.019065322,"teacher_disagreement_score":0.023332829,"about_ca_system_score_codex":0.0006576947,"about_ca_system_score_gemma":0.0012305288,"threshold_uncertainty_score":0.04639405},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99039173,0.00027936968,0.004648227,0.00007515498,0.000026977235,0.00007914107,0.00044255133,0.00019163551,0.0038653372],"genre_scores_gemma":[0.99397486,0.00016974563,0.004614963,0.000014647081,0.000006181427,0.000046751506,0.00020348058,0.000016973147,0.000952426],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994246,0.00006185383,0.000052633324,0.00008226155,0.00027588254,0.00010274743],"domain_scores_gemma":[0.99905914,0.00045205528,0.00012587683,0.00013283912,0.00015985087,0.000070250484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007262238,0.0005541991,0.000926091,0.00080566545,0.00050869107,0.0004790743,0.0007524449,0.00092967233,0.0022473969],"category_scores_gemma":[0.0011543911,0.00027999948,0.0003707388,0.00082558114,0.0006568209,0.0005528408,0.0005468701,0.00059198786,0.0002790765],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023176142,0.0015448801,0.0069328467,0.0006397694,0.000079648955,0.00075767026,0.0006090391,0.61432785,0.34895098,0.0039557037,0.0011291277,0.018754933],"study_design_scores_gemma":[0.00017745326,0.0011641111,0.0029919646,0.000029712543,0.00004206411,0.00009990917,0.0001757016,0.84316075,0.14987253,0.00063681864,0.001595388,0.000053584525],"about_ca_topic_score_codex":0.0033644966,"about_ca_topic_score_gemma":0.002577939,"teacher_disagreement_score":0.0033644966,"about_ca_system_score_codex":0.0004911141,"about_ca_system_score_gemma":0.00033814716,"threshold_uncertainty_score":0.0075182915},"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":"commentary","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":"commentary","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00020980048,0.0017423419,0.00037636378,0.9467351,0.050036505,0.000013753167,0.00008667865,0.00005504946,0.00074434764],"genre_scores_gemma":[0.002657433,0.001167402,0.00044928235,0.9598051,0.031311247,0.000049963837,0.00003996562,0.00012865184,0.0043909936],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99458885,0.0015339592,0.0006948657,0.0008550904,0.001769275,0.0005578118],"domain_scores_gemma":[0.9753616,0.013041886,0.0017743622,0.0006248772,0.0077810367,0.0014163485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008340139,0.0019587164,0.0018700174,0.0014294459,0.005038451,0.0037715218,0.0048622834,0.045896,0.008510836],"category_scores_gemma":[0.045172535,0.0012270059,0.0019699614,0.0016574567,0.0048952424,0.0065683867,0.0040738583,0.045629583,0.00891055],"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":[0.000038077855,0.000009110022,0.00022199424,0.00008478475,0.000008860338,0.00023453751,0.00020650405,0.000051433275,0.0001593992,0.0011984421,0.99574137,0.0020454903],"study_design_scores_gemma":[0.000023906183,0.000025347674,0.0010270324,0.00025531102,0.000019606154,0.0005026214,0.0009682915,0.00022341625,0.0005738288,0.002711836,0.9935922,0.00007653152],"about_ca_topic_score_codex":0.01565056,"about_ca_topic_score_gemma":0.018047787,"teacher_disagreement_score":0.045896,"about_ca_system_score_codex":0.00552618,"about_ca_system_score_gemma":0.0048389575,"threshold_uncertainty_score":0.044107378},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9887058,0.00015724341,0.0022986725,0.00024685828,0.000021919113,0.00014297952,0.00010403508,0.00008968334,0.008232772],"genre_scores_gemma":[0.9877694,0.000239732,0.002483094,0.00006582177,0.000005645489,0.000042465683,0.00012318464,0.000026694133,0.009243907],"study_design_codex":"case_report","study_design_gemma":"not_applicable","domain_scores_codex":[0.999458,0.00013126204,0.000043360822,0.000066643166,0.0001902293,0.000110394234],"domain_scores_gemma":[0.999666,0.0000479547,0.00006671668,0.000057283476,0.000098666904,0.00006336556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004938231,0.0003805248,0.0002890214,0.00035349283,0.0014191469,0.00082012115,0.0008794135,0.0011876469,0.0022673728],"category_scores_gemma":[0.0005688445,0.00016215663,0.00045312202,0.0006442985,0.00054633716,0.000578256,0.0009871841,0.00060477655,0.0006378289],"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":[0.0008636321,0.0014828774,0.1255839,0.0016805155,0.0002934791,0.3382497,0.017999988,0.043164667,0.23102395,0.004167088,0.007134798,0.2283554],"study_design_scores_gemma":[0.00035649372,0.010792471,0.3728756,0.00058461755,0.00045521013,0.057705134,0.08036555,0.06432853,0.21509743,0.0026864186,0.19438615,0.00036642537],"about_ca_topic_score_codex":0.013279685,"about_ca_topic_score_gemma":0.032758344,"teacher_disagreement_score":0.013279685,"about_ca_system_score_codex":0.001100689,"about_ca_system_score_gemma":0.001638108,"threshold_uncertainty_score":0.026404738},"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":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6142227,0.03411876,0.052693386,0.12765542,0.008329562,0.00009906212,0.0026317078,0.00043012245,0.1598193],"genre_scores_gemma":[0.9766173,0.0034994672,0.0013410767,0.0016168175,0.0019504979,0.000022173394,0.00021176058,0.000058151305,0.014682769],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993913,0.00013496123,0.000028881257,0.00010090196,0.00023279194,0.0001111377],"domain_scores_gemma":[0.99861264,0.00092577055,0.00005162273,0.000072347415,0.00027591962,0.00006159881],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00082842837,0.0005423452,0.0006411866,0.0012541906,0.0010724672,0.0014959439,0.0020963547,0.0015550057,0.008373593],"category_scores_gemma":[0.0037068934,0.00026326443,0.0008404632,0.0008117023,0.0013388386,0.0016443243,0.001176269,0.00094198977,0.00074856065],"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":[0.0014359958,0.00024988456,0.020445373,0.001693492,0.0003184254,0.0030062124,0.0019079067,0.2247524,0.08576897,0.35385668,0.17481434,0.13175029],"study_design_scores_gemma":[0.00014807572,0.0007577479,0.061268035,0.0009596981,0.00021525852,0.0018407841,0.0033650172,0.1721278,0.07559743,0.3146319,0.3684939,0.0005943614],"about_ca_topic_score_codex":0.006771967,"about_ca_topic_score_gemma":0.0047523323,"teacher_disagreement_score":0.008373593,"about_ca_system_score_codex":0.00069010037,"about_ca_system_score_gemma":0.00036842626,"threshold_uncertainty_score":0.028012455},"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":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7565147,0.0049512973,0.19389728,0.0010722862,0.0005841032,0.00057234446,0.000551718,0.0021603517,0.039695937],"genre_scores_gemma":[0.9324706,0.0015671649,0.042815804,0.00014263703,0.00003913095,0.00013691338,0.00021482467,0.000102017926,0.022510912],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99978155,0.00003455705,0.000010454396,0.00003650948,0.00009563208,0.000041338084],"domain_scores_gemma":[0.9999143,0.000012455298,0.000011993609,0.000007738437,0.000035751335,0.000017675304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003110381,0.00067077484,0.0004011979,0.0006731726,0.0005364842,0.00040835713,0.00039043688,0.00094850425,0.009211372],"category_scores_gemma":[0.00029429898,0.00017652652,0.0004646292,0.00039276842,0.00027371777,0.00023067776,0.00054038485,0.00036496477,0.001740547],"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":[0.00024030506,0.0004523877,0.0031836235,0.00077309506,0.000030061905,0.0014777281,0.00043105474,0.0139487265,0.6976804,0.0018443842,0.0030893118,0.27684888],"study_design_scores_gemma":[0.00016476311,0.0057690158,0.03447632,0.00046140526,0.00018470694,0.0047384896,0.0011070216,0.047869235,0.70895654,0.0025764932,0.19356172,0.00013416767],"about_ca_topic_score_codex":0.0024724538,"about_ca_topic_score_gemma":0.005336309,"teacher_disagreement_score":0.009211372,"about_ca_system_score_codex":0.0002710205,"about_ca_system_score_gemma":0.0005421108,"threshold_uncertainty_score":0.030815065},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8292193,0.00011695626,0.16810286,0.000040873223,0.00003351946,0.00019962096,0.00036885389,0.00054899877,0.0013689798],"genre_scores_gemma":[0.9213428,0.00017582932,0.07626227,0.00004207904,0.000017686387,0.00032942148,0.00040841443,0.00006958208,0.0013519411],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99891245,0.00008811284,0.000049034516,0.00013980069,0.00073911546,0.000071432005],"domain_scores_gemma":[0.9983139,0.00050699664,0.0002521559,0.00015688942,0.0006353658,0.0001347097],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047097882,0.00033250346,0.00028277017,0.00083708676,0.00051523815,0.00047627476,0.00066862744,0.0003968501,0.0009257875],"category_scores_gemma":[0.0018647609,0.00018324317,0.00018848466,0.0007597774,0.0005883595,0.00064508273,0.00070041406,0.00047203232,0.0002736066],"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":[0.00007847546,0.00006568348,0.0046728505,0.00007207826,0.0000056449167,0.00006713866,0.00014602357,0.000376359,0.98030657,0.00026271888,0.00013258547,0.013813888],"study_design_scores_gemma":[0.000012101435,0.00027273485,0.008509211,0.0000058918763,0.0000119689375,0.00014348973,0.00006479108,0.0068170656,0.9825895,0.000074754375,0.0014780667,0.000020564552],"about_ca_topic_score_codex":0.0016310378,"about_ca_topic_score_gemma":0.003359111,"teacher_disagreement_score":0.0016310378,"about_ca_system_score_codex":0.00032971238,"about_ca_system_score_gemma":0.0006010967,"threshold_uncertainty_score":0.0032430291},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96338993,0.0006801653,0.030644419,0.000053167827,0.000010953672,0.00006512507,0.00016076147,0.0002095903,0.004785951],"genre_scores_gemma":[0.98850536,0.00032086356,0.006603504,0.000011154364,0.0000030850085,0.00003601693,0.00018143252,0.000024865843,0.004313736],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984074,0.000021480264,0.000007350917,0.0000142675435,0.00008965162,0.000026447797],"domain_scores_gemma":[0.9998031,0.000044066466,0.000060170405,0.000021107198,0.000054447373,0.000017009921],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023077744,0.0004067576,0.00021331485,0.00029062736,0.0001145998,0.0002054758,0.0003266316,0.0003739783,0.0018376224],"category_scores_gemma":[0.00033636193,0.00017398271,0.00022695896,0.00019201501,0.00024882628,0.00018381543,0.00016583594,0.00012643202,0.0004132899],"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":[0.00031989728,0.00012377444,0.010242632,0.00032016344,0.000022532058,0.00042154727,0.00018683288,0.08565653,0.8589123,0.00068263506,0.0006870085,0.042424154],"study_design_scores_gemma":[0.00004350829,0.0030654299,0.06277763,0.000050840397,0.000044114156,0.0014896134,0.00031334546,0.15476489,0.76536316,0.00078016263,0.011244531,0.00006275539],"about_ca_topic_score_codex":0.0010928827,"about_ca_topic_score_gemma":0.0028167365,"teacher_disagreement_score":0.0018376224,"about_ca_system_score_codex":0.0001912888,"about_ca_system_score_gemma":0.00018604384,"threshold_uncertainty_score":0.0061474442},"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":"other","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04187298,0.19270988,0.037803475,0.25923306,0.11255668,0.0007466562,0.006650047,0.00068529695,0.34774193],"genre_scores_gemma":[0.22949262,0.08087811,0.011843226,0.007210053,0.008219224,0.00019739076,0.0023166724,0.00036474344,0.65947795],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99791807,0.00012963868,0.00008085193,0.00020891927,0.0012775967,0.00038486463],"domain_scores_gemma":[0.9956572,0.00019063371,0.00013836227,0.00016331756,0.0030793536,0.00077113276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020900837,0.0013122545,0.0005675342,0.002432685,0.005536842,0.0035392009,0.0013337244,0.00256,0.018364716],"category_scores_gemma":[0.0032069555,0.00042348835,0.00041030507,0.0030471438,0.0038966471,0.001189808,0.0018696603,0.0019448856,0.002579282],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011095738,0.000044431545,0.0042755227,0.0004791455,0.000017876811,0.00036563398,0.0012921799,0.0032812231,0.0036171887,0.018388776,0.8293145,0.13881262],"study_design_scores_gemma":[0.0000037020038,0.000014902595,0.004310472,0.000104277715,0.000009343512,0.00008669025,0.00039529207,0.00046218952,0.0006168189,0.0011630197,0.99280614,0.000027142269],"about_ca_topic_score_codex":0.894392,"about_ca_topic_score_gemma":0.9752333,"teacher_disagreement_score":0.10560799,"about_ca_system_score_codex":0.03927638,"about_ca_system_score_gemma":0.05458216,"threshold_uncertainty_score":0.28497142},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.105580844,0.0020099883,0.85994107,0.0006283508,0.00017243646,0.000106181644,0.000080883954,0.00010762063,0.031372655],"genre_scores_gemma":[0.9540508,0.0020893402,0.026861472,0.00012637356,0.00010110435,0.00014222242,0.000070301,0.000044014854,0.016514413],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997546,0.000043136824,0.000017918182,0.000039194958,0.00009439441,0.000050826922],"domain_scores_gemma":[0.9998227,0.000044274035,0.00003454062,0.000009512875,0.000070612936,0.000018433964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005571887,0.00050468143,0.0005307978,0.0013122389,0.0004911436,0.0010355746,0.0009220286,0.0010628859,0.00260765],"category_scores_gemma":[0.00066673214,0.00037523446,0.0007983803,0.0005957085,0.0012732223,0.00089874305,0.00074651756,0.00077544973,0.0004687488],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059609094,0.000056379577,0.0016957256,0.00020693244,0.000026986385,0.0006618236,0.00040685263,0.70276296,0.017207695,0.2545791,0.0013754443,0.020960504],"study_design_scores_gemma":[0.0000098683695,0.000039646493,0.0006246207,0.000029357732,0.000014613908,0.00017154773,0.00007435703,0.9817499,0.0012512975,0.014600078,0.001418888,0.000015803302],"about_ca_topic_score_codex":0.007276033,"about_ca_topic_score_gemma":0.005445989,"teacher_disagreement_score":0.007276033,"about_ca_system_score_codex":0.0008634157,"about_ca_system_score_gemma":0.001005414,"threshold_uncertainty_score":0.014467359},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6941067,0.00014504357,0.2962114,0.00008552798,0.000039162787,0.00014163878,0.0005412891,0.0006489203,0.008080305],"genre_scores_gemma":[0.9701452,0.00011016556,0.025454722,0.000012632813,0.0000023464336,0.000117439406,0.00021989354,0.000055460107,0.0038821627],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981636,0.000030075977,0.000015061978,0.00003400798,0.00008094758,0.000023676661],"domain_scores_gemma":[0.99973077,0.00011346032,0.000034343528,0.000044062897,0.00006285745,0.000014540813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029800844,0.0005887676,0.00048703726,0.00041779262,0.000353477,0.0005782353,0.000873443,0.0011044067,0.0020792296],"category_scores_gemma":[0.00073711766,0.00036165764,0.00039454948,0.00023848054,0.00056113047,0.00044752742,0.0003543698,0.00029630944,0.00038679686],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005810328,0.000044186927,0.0022101768,0.00005826859,0.000011028753,0.00019075167,0.00014590123,0.9573668,0.032076478,0.00081252086,0.000110492976,0.006915249],"study_design_scores_gemma":[0.0000060940806,0.000047754434,0.0011753523,0.000007443304,0.000006227446,0.000041011168,0.000049669445,0.9909503,0.007060233,0.00013134455,0.0005152892,0.000009285506],"about_ca_topic_score_codex":0.00823907,"about_ca_topic_score_gemma":0.0087141935,"teacher_disagreement_score":0.00823907,"about_ca_system_score_codex":0.00035955972,"about_ca_system_score_gemma":0.00067836826,"threshold_uncertainty_score":0.016382217},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6953856,0.0000517927,0.3020933,0.000017907923,0.000006652011,0.000049239392,0.00016115302,0.00035849266,0.0018759074],"genre_scores_gemma":[0.94634604,0.000042625994,0.053016122,0.0000021643382,0.000002143076,0.00003916844,0.000089633606,0.00001370092,0.00044837626],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999864,0.000019349389,0.000010388171,0.000024636603,0.00006819142,0.000013519457],"domain_scores_gemma":[0.99968445,0.00011328576,0.00007823814,0.000029110288,0.00008159317,0.000013244063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002235988,0.00044520292,0.00023649023,0.0008682623,0.00023411616,0.00029198712,0.00049369934,0.00039132393,0.00082034117],"category_scores_gemma":[0.0014045982,0.0001982787,0.00022247469,0.00040524584,0.00025215378,0.00034524858,0.00030304186,0.0002180345,0.00017635744],"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":[0.00018180262,0.00009489973,0.02700209,0.0001817917,0.00004365585,0.00033150407,0.00020912485,0.68346035,0.21698052,0.00301522,0.00017278989,0.068326116],"study_design_scores_gemma":[0.000008275357,0.00013257479,0.008967187,0.000010694554,0.000012924858,0.00011915724,0.00004873169,0.94906735,0.04089057,0.0003858021,0.00033375446,0.000023046503],"about_ca_topic_score_codex":0.00313594,"about_ca_topic_score_gemma":0.004763772,"teacher_disagreement_score":0.00313594,"about_ca_system_score_codex":0.00030394318,"about_ca_system_score_gemma":0.00042053172,"threshold_uncertainty_score":0.0062354207},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99964464,0.000105595376,0.00013484053,0.000001770298,0.0000013406208,0.0000023875389,0.0000067312776,0.0000037317645,0.00009906834],"genre_scores_gemma":[0.99946564,0.00008128666,0.00030393514,0.0000026220791,0.0000011018071,0.0000013332949,0.000011269461,0.0000018965019,0.00013096655],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991727,0.00001395984,0.0000074753425,0.000014342143,0.000030655832,0.00001632189],"domain_scores_gemma":[0.9996375,0.00013105656,0.00011377284,0.000019051611,0.000046652927,0.00005195029],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015124443,0.00024212846,0.00011660603,0.00013445936,0.00008317086,0.00013072017,0.00010127624,0.00010807398,0.00077504676],"category_scores_gemma":[0.0003395451,0.000100576945,0.00010514925,0.00007723739,0.0001581959,0.00018606141,0.0001216263,0.00015164891,0.00007317127],"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":[0.00021378142,0.00003234173,0.0008139194,0.00004730938,0.0000053249505,0.000049490092,0.000027491797,0.00025401462,0.9968515,0.000005649265,0.0000033301467,0.0016958168],"study_design_scores_gemma":[0.0000068342365,0.0014974683,0.009733175,0.000007218062,0.000018903345,0.000064618886,0.000040741215,0.0008650125,0.987536,0.0000053911062,0.00022009375,0.0000045009215],"about_ca_topic_score_codex":0.00045070102,"about_ca_topic_score_gemma":0.0010227087,"teacher_disagreement_score":0.00077504676,"about_ca_system_score_codex":0.00008408163,"about_ca_system_score_gemma":0.000072245384,"threshold_uncertainty_score":0.0025927424},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99616206,0.00020509544,0.0026151068,0.000030208565,0.000006322983,0.000010926376,0.00007310275,0.000056283574,0.00084102235],"genre_scores_gemma":[0.99872094,0.00006146394,0.0006679147,0.000006344923,0.0000014688547,0.000009466159,0.00010129064,0.000010361621,0.00042072037],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993593,0.00011771162,0.00006637653,0.00010068668,0.0002679279,0.000087991924],"domain_scores_gemma":[0.99718446,0.00063593296,0.00074254134,0.0005912825,0.00066900393,0.0001768525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014943726,0.00037468577,0.00028537778,0.00028382463,0.00044602124,0.00040053987,0.00047306903,0.0006141256,0.0007519224],"category_scores_gemma":[0.0035115217,0.00018505364,0.00014595148,0.00025087805,0.0004913276,0.00069977855,0.0004626646,0.00035334847,0.00032445876],"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":[0.000564937,0.00035649212,0.13801011,0.00023846398,0.000043892476,0.00053105573,0.0007654462,0.03268188,0.78521085,0.00053577236,0.00032786655,0.040733166],"study_design_scores_gemma":[0.000016506276,0.0034996064,0.47643468,0.000044366996,0.000039612627,0.0008170997,0.0008079908,0.0124362465,0.50287545,0.00049664546,0.002451485,0.00008031114],"about_ca_topic_score_codex":0.0005498918,"about_ca_topic_score_gemma":0.002019084,"teacher_disagreement_score":0.0014943726,"about_ca_system_score_codex":0.0003333064,"about_ca_system_score_gemma":0.00020662058,"threshold_uncertainty_score":0.007903099},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99759185,0.000075594224,0.0018369668,0.0000059879303,0.0000051456645,0.000019820975,0.00003811509,0.000025811069,0.00040074516],"genre_scores_gemma":[0.99792373,0.00009560643,0.0015217802,0.000007500267,0.0000019548122,0.000007422925,0.00004551996,0.000011299175,0.00038514845],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994128,0.00013178414,0.00004209938,0.000079831014,0.0002510183,0.000082522376],"domain_scores_gemma":[0.9977957,0.0010811741,0.00040612897,0.00012207328,0.00049845927,0.0000964812],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004803927,0.00037686416,0.00022606376,0.00040348578,0.00021626818,0.00044045426,0.0002038388,0.00019893714,0.0007050024],"category_scores_gemma":[0.002256287,0.00027576325,0.00015568962,0.00022560771,0.00033244197,0.0002591733,0.00023788307,0.0002513758,0.0001394571],"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":[0.0004390203,0.0000666354,0.010365485,0.00008070023,0.000014518098,0.00028093264,0.00040858894,0.002085552,0.9747945,0.00004527909,0.000044473236,0.011374339],"study_design_scores_gemma":[0.000011216784,0.001761455,0.04926904,0.000013200716,0.000029788558,0.00028896317,0.00049449276,0.0037653735,0.9435906,0.000024803376,0.0007198217,0.00003113418],"about_ca_topic_score_codex":0.0033988035,"about_ca_topic_score_gemma":0.0062364875,"teacher_disagreement_score":0.0033988035,"about_ca_system_score_codex":0.00022446645,"about_ca_system_score_gemma":0.00019740775,"threshold_uncertainty_score":0.006758034},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.003010482,0.00005058506,0.99579936,0.000007801785,0.000012691355,0.000026752694,0.000018709923,0.00012352201,0.0009500551],"genre_scores_gemma":[0.06708524,0.00017481,0.931443,0.00000922862,0.000009872127,0.000113414484,0.00007413896,0.000089614005,0.0010006458],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994199,0.00012262582,0.00004036827,0.00009362392,0.00027687597,0.000046578858],"domain_scores_gemma":[0.9994252,0.00019316428,0.000051589454,0.00009032445,0.000217865,0.000021893651],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008901636,0.00056883175,0.000520488,0.001262956,0.00039209804,0.0006704962,0.0009620722,0.00029061185,0.0028227658],"category_scores_gemma":[0.0023819641,0.00034972257,0.0004134044,0.0008260534,0.000762336,0.0010980829,0.00073000236,0.0009231674,0.00089952914],"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":[0.00015279233,0.00006149142,0.0034301183,0.000436355,0.00005325462,0.00029288142,0.0005015313,0.06605194,0.09952277,0.27950004,0.0027049482,0.5472918],"study_design_scores_gemma":[0.000054636424,0.00022967962,0.0022904277,0.00007680035,0.000050044237,0.00094168546,0.00016062366,0.8151184,0.08991296,0.055742044,0.035305563,0.00011715469],"about_ca_topic_score_codex":0.0019070349,"about_ca_topic_score_gemma":0.0020362253,"teacher_disagreement_score":0.0028227658,"about_ca_system_score_codex":0.00033867758,"about_ca_system_score_gemma":0.0012595418,"threshold_uncertainty_score":0.009443045},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986933,0.00012978852,0.0007613505,0.000012850792,0.000006948096,0.000042608866,0.000080755475,0.000022237109,0.0002502548],"genre_scores_gemma":[0.99369943,0.0002981156,0.004405777,0.00006065094,0.000008719033,0.0000981964,0.00030590643,0.000030362004,0.0010927857],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9983908,0.00039412657,0.00021134943,0.00036565037,0.0004114803,0.00022668493],"domain_scores_gemma":[0.9976076,0.00093438243,0.00056386704,0.00017229024,0.0005441977,0.00017769626],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014451748,0.0010627862,0.0012797004,0.00055125856,0.0011381947,0.001623202,0.00047419476,0.0009055608,0.0007838738],"category_scores_gemma":[0.002225548,0.00041474705,0.00087541185,0.00051020103,0.00083128305,0.0008076282,0.00088534417,0.0006508569,0.00024258392],"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":[0.0016816888,0.00016826016,0.014396275,0.000314968,0.00010441245,0.0003325507,0.0003744417,0.004779762,0.97047395,0.0000345846,0.00005840269,0.007280661],"study_design_scores_gemma":[0.00006373525,0.004138417,0.03325811,0.000023105404,0.00013219393,0.00019090503,0.00047241722,0.003093986,0.9566373,0.000038622078,0.0019015361,0.000049758255],"about_ca_topic_score_codex":0.010711989,"about_ca_topic_score_gemma":0.0154177975,"teacher_disagreement_score":0.010711989,"about_ca_system_score_codex":0.0013812924,"about_ca_system_score_gemma":0.000988701,"threshold_uncertainty_score":0.021299303},"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":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.045641236,0.0025864092,0.8631085,0.0032760806,0.0026332382,0.00063573074,0.0006698974,0.00025619313,0.08119264],"genre_scores_gemma":[0.47080725,0.0025109644,0.3979249,0.0017124073,0.0013798996,0.00079423486,0.0005105057,0.0006662105,0.12369369],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99935895,0.00017193885,0.00005094518,0.00015413087,0.00017904372,0.000084897176],"domain_scores_gemma":[0.99906343,0.00037150248,0.00005842453,0.000072290946,0.0003811804,0.000053024138],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014424332,0.0013851706,0.0015826515,0.0014846786,0.0011158899,0.0014834689,0.002874035,0.0052322806,0.012047842],"category_scores_gemma":[0.0052377535,0.00076988625,0.0020556403,0.0010972463,0.0015388634,0.0024134687,0.002530027,0.002524621,0.0012958872],"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":[0.000078968274,0.0002477785,0.0015420677,0.0006037379,0.00010405508,0.00085567747,0.000704793,0.7599675,0.004356067,0.16131364,0.009409168,0.06081656],"study_design_scores_gemma":[0.0000312113,0.00003634159,0.00045441443,0.0000946713,0.000023414828,0.00008667392,0.00015746133,0.95491755,0.00065350207,0.029517984,0.013988003,0.000038745122],"about_ca_topic_score_codex":0.013423431,"about_ca_topic_score_gemma":0.014116865,"teacher_disagreement_score":0.013423431,"about_ca_system_score_codex":0.0009946262,"about_ca_system_score_gemma":0.0022697442,"threshold_uncertainty_score":0.040304124},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7627054,0.00031437312,0.22146359,0.00016620451,0.000042265925,0.00014290471,0.0002537194,0.0003611764,0.014550343],"genre_scores_gemma":[0.9862968,0.00016495683,0.0075441757,0.000013102324,0.0000027263104,0.00005145225,0.00007937445,0.000040251183,0.0058073276],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999895,0.000015074357,0.0000066338275,0.000027497605,0.00003940894,0.000016298598],"domain_scores_gemma":[0.99985814,0.000045550034,0.000035808454,0.00002364376,0.000026460999,0.000010382941],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027292606,0.00044310058,0.00024043143,0.00030838305,0.00021869116,0.00040541086,0.0008195985,0.0007325847,0.0011832307],"category_scores_gemma":[0.00043309652,0.00030264028,0.00036626993,0.00021446178,0.0005365101,0.0006475794,0.00030186423,0.00034420824,0.0003246955],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038890124,0.000048914426,0.0016203742,0.000042319796,0.000005531712,0.00015672063,0.00011296833,0.9624501,0.027515844,0.0014264835,0.00010487584,0.006477001],"study_design_scores_gemma":[0.0000013113926,0.000014203647,0.0004386991,0.0000018129659,0.0000012361149,0.000012479675,0.00000841539,0.9959545,0.003284168,0.000108446344,0.00017180524,0.0000029578516],"about_ca_topic_score_codex":0.008042164,"about_ca_topic_score_gemma":0.0063003297,"teacher_disagreement_score":0.008042164,"about_ca_system_score_codex":0.0006483801,"about_ca_system_score_gemma":0.0005863346,"threshold_uncertainty_score":0.015990674},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99696296,0.00004121266,0.0025001357,0.00001249697,0.0000016990879,0.0000071931736,0.00018961224,0.000074768745,0.00020993825],"genre_scores_gemma":[0.99824286,0.000034607478,0.0011751415,0.000001908763,9.0439846e-7,0.00000715111,0.00027522384,0.000010553779,0.0002515474],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999008,0.000012938546,0.0000061688243,0.000020872567,0.00004151441,0.000017695202],"domain_scores_gemma":[0.99969506,0.00014197476,0.00002957785,0.000031578253,0.00008005686,0.000021716316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029483368,0.0004946928,0.00040612547,0.0007729189,0.000405024,0.00044323897,0.00037573004,0.0005709297,0.001236498],"category_scores_gemma":[0.00063860416,0.00029875804,0.00034104576,0.00055524096,0.00021902088,0.00050598005,0.00019090106,0.00030339079,0.00032408713],"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":[0.0013926587,0.00042160763,0.10199923,0.00021763291,0.000050220962,0.00020304063,0.00033021966,0.16610742,0.670742,0.00029885257,0.000630904,0.057606205],"study_design_scores_gemma":[0.000020955425,0.000453659,0.062132105,0.00000930051,0.00002709786,0.00005897981,0.00030425814,0.5705889,0.3655005,0.00016792814,0.00070535927,0.000030935662],"about_ca_topic_score_codex":0.00864269,"about_ca_topic_score_gemma":0.014541509,"teacher_disagreement_score":0.00864269,"about_ca_system_score_codex":0.0003536373,"about_ca_system_score_gemma":0.0003423034,"threshold_uncertainty_score":0.017184794},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954189,0.000023710374,0.004078551,0.000011376601,0.0000016969872,0.0000072133885,0.000058862373,0.000038899827,0.00036082978],"genre_scores_gemma":[0.9984623,0.000023683187,0.0011186677,0.0000017760188,6.1235266e-7,0.000009227965,0.00006282322,0.0000056496206,0.0003153314],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999037,0.000020813313,0.0000092519485,0.00002046013,0.000022882637,0.000022845721],"domain_scores_gemma":[0.99973637,0.00012178553,0.00004345877,0.000029272713,0.000039379025,0.000029679353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003001656,0.00058006326,0.0003750503,0.00052501005,0.0002727055,0.0005266638,0.0005363837,0.0009572989,0.0006752544],"category_scores_gemma":[0.00069546705,0.00031978934,0.00039794535,0.00032051574,0.0004434534,0.00047393158,0.00033463442,0.00031037309,0.00022729114],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007358789,0.00008179822,0.015280704,0.000021981077,0.00001894477,0.00012485533,0.000043507593,0.9687092,0.011171437,0.00011792476,0.000035065048,0.0043209568],"study_design_scores_gemma":[0.00000471225,0.000053109365,0.006801679,0.0000027751892,0.0000061999276,0.000012814954,0.000023802408,0.9898982,0.0031173457,0.000034273864,0.000038919545,0.000006181932],"about_ca_topic_score_codex":0.014704546,"about_ca_topic_score_gemma":0.018788606,"teacher_disagreement_score":0.014704546,"about_ca_system_score_codex":0.0007168381,"about_ca_system_score_gemma":0.00044947697,"threshold_uncertainty_score":0.029237926},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99825686,0.000041217612,0.0013582136,0.00000390575,0.0000036373426,0.0000045750458,0.000060661416,0.000017365473,0.00025341386],"genre_scores_gemma":[0.999181,0.000062930994,0.00043590865,0.0000018097847,0.0000015712139,0.0000051551933,0.000067773595,0.0000039492934,0.00023988058],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99955255,0.000049927286,0.000018716162,0.000050497605,0.0002603876,0.00006795967],"domain_scores_gemma":[0.99958867,0.00013414923,0.000079187674,0.00005484736,0.00011077359,0.000032244516],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002614953,0.00040538187,0.00045671428,0.00043375135,0.00025346671,0.0004031211,0.00061838207,0.00031513482,0.0010643074],"category_scores_gemma":[0.00093901204,0.00037269862,0.00029732988,0.00035202358,0.00061372865,0.00062531006,0.0005938188,0.00040731582,0.0002535078],"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":[0.0004333685,0.00007087762,0.007323556,0.00017783542,0.00002073314,0.00048892974,0.0002006531,0.024149138,0.95851904,0.00016825707,0.000060663704,0.008386967],"study_design_scores_gemma":[0.000040054867,0.0010458089,0.07281308,0.00001820413,0.000035095698,0.00019719213,0.00040491985,0.090727665,0.8340848,0.0002056135,0.0003752445,0.000052334995],"about_ca_topic_score_codex":0.0018652707,"about_ca_topic_score_gemma":0.001991974,"teacher_disagreement_score":0.0018652707,"about_ca_system_score_codex":0.00019329571,"about_ca_system_score_gemma":0.00019854469,"threshold_uncertainty_score":0.0037088394},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9784597,0.000015674728,0.019863145,0.00000420781,0.0000027398717,0.000017500503,0.00006724059,0.00012135623,0.0014484641],"genre_scores_gemma":[0.99592555,0.000011276259,0.0034937805,0.0000014578187,7.275534e-7,0.0000072610087,0.000059676786,0.000009109699,0.0004911386],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997465,0.000031513424,0.000015776357,0.000041344836,0.00012372268,0.000041226955],"domain_scores_gemma":[0.99962306,0.0001082292,0.000120504075,0.000054818396,0.00006687524,0.000026546213],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029750372,0.000580843,0.00020285888,0.0009160618,0.00020628455,0.0002859958,0.00042890912,0.0002664888,0.0016248092],"category_scores_gemma":[0.0011725108,0.00020733477,0.00023650736,0.00021549815,0.00034436467,0.00025054123,0.0003279999,0.000111326604,0.00035322487],"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":[0.00074655504,0.000101041886,0.1234346,0.00020812523,0.00004904329,0.0007364525,0.00039684045,0.38577515,0.33514094,0.0012993334,0.00045764653,0.15165423],"study_design_scores_gemma":[0.000026539772,0.0006851699,0.15043075,0.00002866554,0.000040421186,0.00030583338,0.00034476185,0.6657557,0.17952742,0.0011546215,0.0016403368,0.000059795984],"about_ca_topic_score_codex":0.0028822578,"about_ca_topic_score_gemma":0.005560127,"teacher_disagreement_score":0.0028822578,"about_ca_system_score_codex":0.0003521041,"about_ca_system_score_gemma":0.00031915857,"threshold_uncertainty_score":0.005730927},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994682,0.00004280444,0.003540107,0.000011967566,0.000005269791,0.0000060887205,0.000028170905,0.000034900037,0.0016486595],"genre_scores_gemma":[0.9991578,0.000031429394,0.00036274403,0.0000013637537,0.0000014776156,0.0000027294134,0.000015606172,0.0000028520546,0.00042397695],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998907,0.000009674238,0.000003687726,0.000012913921,0.00003738114,0.00004559772],"domain_scores_gemma":[0.9998673,0.000053753403,0.000024579891,0.000010795517,0.000019761312,0.00002381018],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009605523,0.00027630196,0.00028448622,0.0004208138,0.00034983674,0.00052907283,0.00037562405,0.00042999376,0.0007842466],"category_scores_gemma":[0.00041817955,0.00018642242,0.0001887656,0.00020368841,0.0008961658,0.00033134306,0.00049916736,0.0001999532,0.0001514157],"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":[0.000656919,0.00014981722,0.011016315,0.0001879387,0.000031269454,0.0038774603,0.000536267,0.393103,0.55071765,0.007726978,0.00045867445,0.03153785],"study_design_scores_gemma":[0.00006418038,0.0005085392,0.023894051,0.00004062509,0.000029142075,0.00053289137,0.00045523702,0.78570694,0.18496625,0.002430522,0.0013075859,0.00006412262],"about_ca_topic_score_codex":0.002786299,"about_ca_topic_score_gemma":0.0015801723,"teacher_disagreement_score":0.002786299,"about_ca_system_score_codex":0.00026478132,"about_ca_system_score_gemma":0.00036327427,"threshold_uncertainty_score":0.0055401325},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9707738,0.0012408565,0.02266346,0.000052098916,0.000021215286,0.000021204545,0.00005727144,0.00016974697,0.005000428],"genre_scores_gemma":[0.9919299,0.00056221196,0.0035367939,0.000009507176,0.0000035855571,0.000007956021,0.00003829806,0.000014854863,0.0038969996],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998888,0.000020682332,0.000009127496,0.000018053286,0.00004118723,0.000022047787],"domain_scores_gemma":[0.9998636,0.000020438054,0.00005777964,0.000015644715,0.000020901769,0.000021613378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017699001,0.00042814622,0.00021281673,0.0003509277,0.00018162355,0.00029863187,0.00027831874,0.00017831959,0.0017908223],"category_scores_gemma":[0.00028319916,0.0001577935,0.00016722614,0.00023091873,0.00028472173,0.00028634202,0.0004581458,0.00015169838,0.00040688095],"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":[0.00038423756,0.00006192433,0.009114274,0.0006053749,0.000057667497,0.0010421482,0.00020178941,0.123888,0.7623721,0.004647141,0.00051067455,0.097114556],"study_design_scores_gemma":[0.000099084864,0.0031812366,0.07489993,0.00032797368,0.00017482607,0.0030895798,0.0007377178,0.1139226,0.7633298,0.0049141943,0.035242267,0.000080836784],"about_ca_topic_score_codex":0.0009589357,"about_ca_topic_score_gemma":0.005084705,"teacher_disagreement_score":0.0017908223,"about_ca_system_score_codex":0.00022186081,"about_ca_system_score_gemma":0.00021118608,"threshold_uncertainty_score":0.0059909225},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99571794,0.0000429756,0.001642921,0.0000416259,0.0000075322055,0.000013292566,0.000068489324,0.000030157684,0.0024350656],"genre_scores_gemma":[0.99849904,0.0000327242,0.00081345934,0.000007539735,0.0000016644875,0.000005648218,0.000037084847,0.000005336631,0.0005973701],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984646,0.000025072673,0.0000103654065,0.00002424645,0.000048241447,0.000045576486],"domain_scores_gemma":[0.99911386,0.0005402515,0.00011193214,0.000044520006,0.00011494289,0.000074451746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002695146,0.00030462607,0.00052636344,0.0005345838,0.0005461039,0.0006746401,0.0005218964,0.0010973566,0.0018598348],"category_scores_gemma":[0.0014714454,0.00030407362,0.0004111124,0.00055002543,0.0010765479,0.00048583103,0.00042005052,0.0003556971,0.0001238072],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00048532485,0.00037724178,0.009299758,0.00013953062,0.00003521997,0.00048601424,0.00024009563,0.92177176,0.060089678,0.0018898892,0.00025371055,0.004931853],"study_design_scores_gemma":[0.000027309608,0.00023489149,0.0027143692,0.000010964584,0.000015832775,0.00004109965,0.00018116833,0.98890054,0.0075480007,0.00015964221,0.00015454573,0.000011629951],"about_ca_topic_score_codex":0.007665247,"about_ca_topic_score_gemma":0.005887531,"teacher_disagreement_score":0.007665247,"about_ca_system_score_codex":0.0005907194,"about_ca_system_score_gemma":0.000566614,"threshold_uncertainty_score":0.015241265},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996592,0.00006366484,0.00013428196,0.0000036878494,0.0000016618731,0.00001123359,0.0000179163,0.000003796288,0.00010468166],"genre_scores_gemma":[0.99840504,0.0001507792,0.0010390489,0.000009111596,0.000001965626,0.000011562049,0.00003707096,0.0000035877076,0.00034175513],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968255,0.00006393563,0.000028919249,0.00006523197,0.0000962062,0.00006312866],"domain_scores_gemma":[0.99967396,0.00005999733,0.00011074321,0.000032139073,0.000053399588,0.00006981164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033954592,0.000512853,0.0005526027,0.00039442876,0.0003202781,0.0004132247,0.00039984475,0.00043037388,0.0006835753],"category_scores_gemma":[0.00028235101,0.00016975307,0.00046349256,0.00030065275,0.00031747608,0.00026788787,0.00026223058,0.00029868912,0.00013774786],"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":[0.00083365454,0.0006183876,0.0024803064,0.00017332172,0.00003384559,0.00012772606,0.00007037799,0.00036297354,0.9920432,0.000024958648,0.000010224893,0.0032211193],"study_design_scores_gemma":[0.000030592004,0.008837359,0.011379075,0.000011223162,0.0000644386,0.00009639241,0.0001473881,0.0003810802,0.9786783,0.000015549012,0.0003469993,0.000011618183],"about_ca_topic_score_codex":0.0012540844,"about_ca_topic_score_gemma":0.0037439263,"teacher_disagreement_score":0.0012540844,"about_ca_system_score_codex":0.0003110426,"about_ca_system_score_gemma":0.00042967434,"threshold_uncertainty_score":0.0024935603},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999627,0.000013010619,0.00024625115,0.0000020070504,0.0000017294038,0.0000029050916,0.00002634207,0.000010442528,0.00007017053],"genre_scores_gemma":[0.99934036,0.000030660474,0.00032926296,0.000002722427,0.0000017863956,0.0000054644943,0.00005698333,0.0000050891567,0.00022769542],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995567,0.000048826165,0.000023614419,0.00006510308,0.000206547,0.00009920976],"domain_scores_gemma":[0.9995264,0.00014776604,0.00011517122,0.000056146135,0.00008988159,0.000064617896],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030741113,0.0005447896,0.00054350955,0.0003031823,0.00024493402,0.00036852993,0.00050427584,0.00031750396,0.0010131622],"category_scores_gemma":[0.0007306255,0.00023089077,0.00024981468,0.00031630028,0.0005197716,0.00047033254,0.00045221948,0.0003485225,0.00016050326],"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":[0.000592334,0.00009335449,0.003293063,0.000093028415,0.000012637229,0.00036163305,0.00016493132,0.002411316,0.98927057,0.00007713193,0.000039134404,0.003590884],"study_design_scores_gemma":[0.000036995672,0.0029555033,0.016886266,0.0000100590505,0.00003231433,0.00015005899,0.0002491006,0.004589382,0.9745316,0.000043973938,0.0004969925,0.000017843286],"about_ca_topic_score_codex":0.0011058938,"about_ca_topic_score_gemma":0.0013549901,"teacher_disagreement_score":0.0011058938,"about_ca_system_score_codex":0.00020623537,"about_ca_system_score_gemma":0.00032543397,"threshold_uncertainty_score":0.0033893585},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990815,0.000025819038,0.00055123074,0.0000044159074,0.000005082446,0.000005676013,0.000062052706,0.000019663343,0.00024452165],"genre_scores_gemma":[0.9983588,0.000045660698,0.0010207526,0.000003637145,0.000002385339,0.000008732933,0.000095235155,0.000007682585,0.0004571353],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99961936,0.00003596073,0.000035704983,0.000050173585,0.0001864534,0.00007227505],"domain_scores_gemma":[0.99933344,0.00022013205,0.00012176013,0.0001019682,0.00017071265,0.000052004372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037178272,0.00074293785,0.0006363283,0.00046628836,0.00036252127,0.00026337412,0.0005677647,0.00059698307,0.0019516533],"category_scores_gemma":[0.00078477437,0.0002864881,0.0003556671,0.00042194096,0.00064091344,0.0003221145,0.00033135066,0.00033822295,0.00023621148],"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":[0.0007125343,0.0003365931,0.006328545,0.00018121568,0.000027589656,0.0006477609,0.0004367987,0.02785046,0.9565375,0.00011941161,0.0000810486,0.006740586],"study_design_scores_gemma":[0.00004321962,0.0037165943,0.038036343,0.000027201713,0.00006132924,0.00029587632,0.0007408903,0.06644241,0.88975894,0.0000852587,0.0007418897,0.00005011049],"about_ca_topic_score_codex":0.0015825154,"about_ca_topic_score_gemma":0.0037018058,"teacher_disagreement_score":0.0019516533,"about_ca_system_score_codex":0.0002007008,"about_ca_system_score_gemma":0.0001503674,"threshold_uncertainty_score":0.0065289736},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989127,0.000015481251,0.00085256546,0.0000057813913,0.0000011651314,0.000003075925,0.00000969108,0.000011219518,0.00018826887],"genre_scores_gemma":[0.9991891,0.00003151391,0.00032783332,0.0000025802824,8.0582635e-7,0.0000032027417,0.000020385503,0.0000030252038,0.00042157364],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998981,0.000017750914,0.000007155737,0.000015587826,0.000030540912,0.000030911677],"domain_scores_gemma":[0.99987185,0.00004114013,0.00003602103,0.000011398911,0.00002136664,0.000018274723],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016740803,0.00034612027,0.00031541495,0.0002444884,0.00027733494,0.00032912602,0.00020003291,0.0002752429,0.0007482839],"category_scores_gemma":[0.00043946324,0.0001339756,0.00020547265,0.00019493912,0.0005150047,0.0002651638,0.0005259627,0.00022024068,0.00011623558],"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":[0.0008740022,0.00012472425,0.012558403,0.0001184878,0.000027329519,0.0009838284,0.0005326394,0.09479368,0.879258,0.0006472976,0.000084975174,0.009996704],"study_design_scores_gemma":[0.00011962876,0.0025781356,0.04399689,0.000036479913,0.00011126376,0.00044375565,0.00074836606,0.3217626,0.6277358,0.00054032257,0.0018765952,0.00005006946],"about_ca_topic_score_codex":0.0031273225,"about_ca_topic_score_gemma":0.003597424,"teacher_disagreement_score":0.0031273225,"about_ca_system_score_codex":0.0003246147,"about_ca_system_score_gemma":0.00033252596,"threshold_uncertainty_score":0.0062182546},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.022189517,0.00021136912,0.97100776,0.00025940742,0.00006291367,0.000099799436,0.00011393269,0.00020917713,0.0058462187],"genre_scores_gemma":[0.60039395,0.0012527461,0.38354295,0.00024313145,0.00014594726,0.00064829516,0.00021571007,0.0001740516,0.013383181],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999691,0.000056778976,0.000024031668,0.00005667024,0.00013487945,0.000036594745],"domain_scores_gemma":[0.99947745,0.00023726368,0.000052306495,0.000030005342,0.00018138732,0.000021621767],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006889589,0.0007392263,0.0007254197,0.0007806408,0.00048324044,0.001597866,0.0011234243,0.0020745953,0.0024969296],"category_scores_gemma":[0.0021522688,0.0005471425,0.00078606774,0.00043765243,0.0010609562,0.0008332137,0.0007970842,0.00085534214,0.00041286365],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020227926,0.00005062808,0.00072522525,0.00017853304,0.000016041853,0.0003942767,0.00027351175,0.9272674,0.016306756,0.02807672,0.0008075633,0.025883105],"study_design_scores_gemma":[0.0000058949545,0.000016215137,0.00012670046,0.000014542891,0.0000038861103,0.000049584494,0.00006794689,0.9938625,0.0013000291,0.003206245,0.001335757,0.000010659855],"about_ca_topic_score_codex":0.0042984206,"about_ca_topic_score_gemma":0.00350236,"teacher_disagreement_score":0.0042984206,"about_ca_system_score_codex":0.0006765382,"about_ca_system_score_gemma":0.0017239567,"threshold_uncertainty_score":0.00854677},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01534366,0.0030139813,0.9282451,0.005248507,0.0007625154,0.000086502056,0.00009418031,0.00039795614,0.046807524],"genre_scores_gemma":[0.64474607,0.0054627163,0.33504033,0.0019693002,0.0021787616,0.00037236203,0.00020877262,0.00045988883,0.0095618125],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9924534,0.003958434,0.00045081877,0.0006530967,0.0022247331,0.00025960116],"domain_scores_gemma":[0.9689433,0.02578323,0.00062098756,0.0020646632,0.0022896265,0.00029823527],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.014021144,0.00079500605,0.0013212903,0.0016669775,0.0016688433,0.002910476,0.0035622315,0.0025445954,0.0055856514],"category_scores_gemma":[0.036905352,0.00044174236,0.0019883523,0.00094002316,0.0065563647,0.009088519,0.0034779448,0.0057564243,0.0015617298],"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":[0.000013643235,0.000010306138,0.00013996543,0.000053479343,0.0000062247664,0.00004095495,0.00007608599,0.004852046,0.0001447617,0.9860751,0.0009053065,0.007682109],"study_design_scores_gemma":[0.0000135523715,0.000032916425,0.0000671682,0.0000420753,0.000004933545,0.000086943335,0.00004023013,0.05462742,0.00038786855,0.9396471,0.005032967,0.000016884078],"about_ca_topic_score_codex":0.00093305594,"about_ca_topic_score_gemma":0.00046259476,"teacher_disagreement_score":0.014021144,"about_ca_system_score_codex":0.0013358275,"about_ca_system_score_gemma":0.0016047026,"threshold_uncertainty_score":0.074151754},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99897647,0.0001463659,0.0004950394,0.000003899675,0.0000028774616,0.000008988797,0.00016702572,0.000008618323,0.00019079828],"genre_scores_gemma":[0.99751174,0.00016541159,0.0012847082,0.00001533138,0.0000032738349,0.000018972663,0.00032377586,0.000011064968,0.00066550093],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99989307,0.000009817869,0.0000105786485,0.000025023151,0.000043681626,0.000017851038],"domain_scores_gemma":[0.999734,0.000044516677,0.00006414939,0.000018277484,0.00008816034,0.0000509366],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018255346,0.00026325916,0.00019827115,0.00035824295,0.00014497887,0.0001548738,0.00015962552,0.00021706849,0.0008878117],"category_scores_gemma":[0.0002946168,0.0001785583,0.00014376386,0.00023821784,0.00030869397,0.00021086757,0.00018890189,0.00028395347,0.00010089491],"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":[0.000057348032,0.000009661187,0.002779168,0.000029726612,0.0000053390686,0.000047719575,0.00006511864,0.00013555151,0.9957118,0.000012197241,0.000008319605,0.0011381604],"study_design_scores_gemma":[0.000010522088,0.0007706594,0.16760394,0.000012457166,0.00005145979,0.00040825323,0.00033220375,0.0010898954,0.8284541,0.000054855456,0.0011907521,0.00002083133],"about_ca_topic_score_codex":0.001411795,"about_ca_topic_score_gemma":0.003421894,"teacher_disagreement_score":0.001411795,"about_ca_system_score_codex":0.00017602985,"about_ca_system_score_gemma":0.00013521835,"threshold_uncertainty_score":0.0029700398},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8741178,0.0005215482,0.12350614,0.000026232032,0.000012867709,0.000053456773,0.000042071697,0.00016790845,0.0015519853],"genre_scores_gemma":[0.9773876,0.000111376576,0.022203121,0.0000045810643,0.0000022402403,0.000015581762,0.000021178486,0.00000673536,0.0002476447],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999509,0.00009541946,0.00003963634,0.000087636836,0.00020966603,0.000058535323],"domain_scores_gemma":[0.9995678,0.00017913408,0.00010094048,0.00004649547,0.00008540489,0.000020153815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034050105,0.00045297344,0.00038792574,0.0005655284,0.00013604165,0.00039762017,0.00029640127,0.0002798247,0.00055701664],"category_scores_gemma":[0.0010657858,0.0003195635,0.00017947833,0.00051380147,0.0003683267,0.0004166146,0.00033136836,0.00018622345,0.00009122045],"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":[0.0003201903,0.000094425064,0.028295016,0.00030728374,0.000036746,0.0003348959,0.00017291371,0.037062395,0.79504794,0.0010109904,0.00010735822,0.13720983],"study_design_scores_gemma":[0.000031968157,0.0011175316,0.050535277,0.00004194816,0.00006793292,0.0008795098,0.0001802222,0.1531464,0.7912499,0.00047020704,0.0022263539,0.0000527454],"about_ca_topic_score_codex":0.0006576185,"about_ca_topic_score_gemma":0.0017877963,"teacher_disagreement_score":0.0006576185,"about_ca_system_score_codex":0.0002219099,"about_ca_system_score_gemma":0.00029168357,"threshold_uncertainty_score":0.0018633604},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7126164,0.0008113492,0.27549744,0.00017682997,0.00014690004,0.0005303116,0.00018446668,0.0012334266,0.0088029355],"genre_scores_gemma":[0.9223987,0.0003751584,0.07454938,0.000024082772,0.00002377289,0.00005152019,0.000089641995,0.00003993279,0.002447747],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996873,0.000044047418,0.000017151893,0.000042695432,0.0001686315,0.000040163806],"domain_scores_gemma":[0.99945587,0.000075448486,0.00015447178,0.00012336734,0.00010686527,0.000083890314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023836394,0.000580941,0.000304388,0.0006356003,0.00047205077,0.0002814219,0.0005971276,0.00021116534,0.0010649378],"category_scores_gemma":[0.00053507934,0.00031406645,0.00025251947,0.00031517568,0.00040356713,0.0003980385,0.00072355557,0.00050730427,0.00040293438],"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":[0.00023257297,0.00020406122,0.003123554,0.0004642151,0.000026617327,0.00069108175,0.00024073034,0.0045439084,0.8857877,0.0004989814,0.00045517817,0.10373142],"study_design_scores_gemma":[0.000050417984,0.0024572022,0.018270994,0.000054045326,0.000087295004,0.002596089,0.00020099396,0.008133691,0.95166844,0.00022201204,0.016181206,0.00007776184],"about_ca_topic_score_codex":0.0010357591,"about_ca_topic_score_gemma":0.0040887063,"teacher_disagreement_score":0.0010649378,"about_ca_system_score_codex":0.00018054148,"about_ca_system_score_gemma":0.00046492068,"threshold_uncertainty_score":0.00356251},"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":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00019908183,0.00017107461,0.0007210372,0.00075050624,0.0036270365,0.00016290415,0.0036228157,0.0026883276,0.98805726],"genre_scores_gemma":[0.00055567775,0.00010417109,0.0002765351,0.00045892884,0.00031549422,0.00004599,0.0019218621,0.0008336665,0.99548763],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99958915,0.000043865777,0.000022602293,0.00009170102,0.0001785883,0.00007408653],"domain_scores_gemma":[0.9985268,0.0001818779,0.000042419902,0.00025800412,0.0006412759,0.0003496239],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004941214,0.0010091787,0.000887541,0.0012602324,0.0018283684,0.0040229843,0.0014432109,0.0020596029,0.9539293],"category_scores_gemma":[0.0027845732,0.0006355373,0.00076561683,0.0013724994,0.00035833434,0.0029288882,0.0036380673,0.0018598444,0.90703905],"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":[0.000016542546,0.000015963813,0.000049549777,0.00003859831,6.807749e-7,0.00003111454,0.000013981582,0.000019870642,0.00009910376,0.00064029667,0.9772535,0.021820776],"study_design_scores_gemma":[0.0000065131208,0.0000100482475,0.00023164898,0.00004319816,7.840952e-7,0.00004117236,0.00004190153,0.000034730863,0.000074480806,0.00035344152,0.9991579,0.0000040469595],"about_ca_topic_score_codex":0.0028714275,"about_ca_topic_score_gemma":0.0056710104,"teacher_disagreement_score":0.9539293,"about_ca_system_score_codex":0.0006886717,"about_ca_system_score_gemma":0.0010638356,"threshold_uncertainty_score":0.06571418},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21073058,0.000081323415,0.78551304,0.00009332432,0.000029690202,0.000028944236,0.00017842447,0.0017122811,0.0016323843],"genre_scores_gemma":[0.8579855,0.000078548735,0.14104919,0.000016552782,0.000009278037,0.00001810626,0.0001936179,0.00015089478,0.0004983124],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99852693,0.00021080227,0.00009687952,0.00022976115,0.00085904653,0.000076484605],"domain_scores_gemma":[0.9966954,0.00096815365,0.0005458526,0.0011746119,0.0005666882,0.00004932926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011783319,0.00065348786,0.00053323497,0.00091683853,0.00024075624,0.0013445171,0.0009300901,0.0006272278,0.0007185452],"category_scores_gemma":[0.0066571655,0.0004642668,0.0005073026,0.00070597825,0.0006243105,0.0008393663,0.0013767049,0.0005582902,0.00027422004],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032075265,0.00006325259,0.0058101057,0.0001837846,0.00006181481,0.00019479342,0.0002792374,0.7137895,0.16955297,0.004576282,0.0004036648,0.104763806],"study_design_scores_gemma":[0.000016089485,0.000068350026,0.0029121877,0.000012864335,0.000014906389,0.00009689331,0.00003914806,0.95862806,0.036042944,0.0010968498,0.0010359552,0.000035863413],"about_ca_topic_score_codex":0.0035334625,"about_ca_topic_score_gemma":0.003042055,"teacher_disagreement_score":0.0035334625,"about_ca_system_score_codex":0.0004689072,"about_ca_system_score_gemma":0.00078657386,"threshold_uncertainty_score":0.0070257783},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972646,0.00014348561,0.0014076859,0.000011318179,0.000008299627,0.000008823615,0.00012686638,0.000041277806,0.0009875578],"genre_scores_gemma":[0.9984275,0.00005172911,0.000573514,0.000007746142,0.0000025153631,0.0000064669553,0.00012119837,0.000009008875,0.00080036215],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977416,0.000013395912,0.000011989423,0.000029104905,0.000121023666,0.000050338476],"domain_scores_gemma":[0.9991404,0.00015618282,0.0002305201,0.00007303942,0.0003085756,0.00009124592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020581717,0.00027518385,0.00017391222,0.0006546186,0.00016000832,0.00017430002,0.0002951017,0.00029029947,0.0017470173],"category_scores_gemma":[0.0006791118,0.00013010326,0.00015822501,0.0004099438,0.0003956444,0.00026937743,0.000268945,0.00025236906,0.0002925904],"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":[0.00068354513,0.0000730529,0.01256427,0.0001510572,0.000016151012,0.00046638894,0.00030833218,0.012459679,0.94496036,0.0002843956,0.00028923806,0.027743561],"study_design_scores_gemma":[0.000016213866,0.002156313,0.12948157,0.000038894443,0.00002344346,0.00048259107,0.0004864707,0.041689508,0.82253385,0.00017688367,0.002853337,0.000061034523],"about_ca_topic_score_codex":0.0009588941,"about_ca_topic_score_gemma":0.0015051852,"teacher_disagreement_score":0.0017470173,"about_ca_system_score_codex":0.00016097749,"about_ca_system_score_gemma":0.00012732524,"threshold_uncertainty_score":0.0058443546},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9877408,0.00004194212,0.008394591,0.000049097212,0.0000069663943,0.000013206738,0.00008529267,0.000045177745,0.0036230353],"genre_scores_gemma":[0.9980605,0.000018511872,0.0014414944,0.0000036495308,6.7250505e-7,0.000008044101,0.000024989371,0.000003092588,0.00043894642],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998652,0.000029641906,0.0000065430786,0.0000145245285,0.000043415774,0.000040693343],"domain_scores_gemma":[0.99943286,0.00033810548,0.000086602064,0.000039912942,0.00006023273,0.000042213596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036611964,0.00032513132,0.00025333939,0.00034414968,0.00018649196,0.0004453708,0.00044681918,0.0005276489,0.0016421449],"category_scores_gemma":[0.0013759218,0.00016509442,0.0001729455,0.00035737993,0.0005479721,0.00033213687,0.0005022666,0.00020186172,0.00012087476],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004575829,0.00012075306,0.004754639,0.00007503522,0.000018940618,0.0003292987,0.0001947175,0.94233906,0.038403403,0.0030157934,0.00033815167,0.009952561],"study_design_scores_gemma":[0.00003435646,0.00041004855,0.0021585044,0.000015164975,0.000015095067,0.00005143541,0.00016466253,0.98364097,0.012504618,0.00032264582,0.0006674229,0.00001510326],"about_ca_topic_score_codex":0.00179906,"about_ca_topic_score_gemma":0.0013941779,"teacher_disagreement_score":0.00179906,"about_ca_system_score_codex":0.00024358374,"about_ca_system_score_gemma":0.00031589766,"threshold_uncertainty_score":0.0054935217},"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":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9004844,0.00020667324,0.09588549,0.000043850112,0.00008858963,0.00054926565,0.00075552595,0.0005327528,0.0014534172],"genre_scores_gemma":[0.94579875,0.00016363001,0.051130608,0.000053873737,0.000030589083,0.0006058242,0.00095501915,0.00007753617,0.0011842094],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993098,0.00010367904,0.000083218954,0.00009731202,0.00032186907,0.00008402584],"domain_scores_gemma":[0.9987947,0.00035505902,0.00012966573,0.00026385367,0.00032780238,0.00012888212],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007592881,0.00071870344,0.0005248264,0.00050853373,0.0004200211,0.0003560182,0.0007926297,0.00057124736,0.002819404],"category_scores_gemma":[0.001098562,0.00023117934,0.00027279055,0.00027672324,0.00040055436,0.00042778903,0.00064730266,0.0004998885,0.0006874504],"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":[0.00012003536,0.00015994057,0.0007433857,0.00006789266,0.000004758328,0.000050972183,0.000022845792,0.001212272,0.9943315,0.00006356114,0.000042562868,0.0031803325],"study_design_scores_gemma":[0.000052714055,0.002295873,0.0045766653,0.000010283688,0.000019029343,0.00013022017,0.000041421255,0.0036471814,0.9877659,0.000062646846,0.0013749683,0.000022968245],"about_ca_topic_score_codex":0.0005995078,"about_ca_topic_score_gemma":0.0012877998,"teacher_disagreement_score":0.002819404,"about_ca_system_score_codex":0.00022556899,"about_ca_system_score_gemma":0.00038747131,"threshold_uncertainty_score":0.009431779},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9584458,0.00016010353,0.033768237,0.00013794773,0.00003084536,0.0000400992,0.00016640783,0.00016300133,0.00708764],"genre_scores_gemma":[0.9949941,0.00006154136,0.0042185653,0.000010144117,0.0000040944105,0.000018252656,0.00004961194,0.000008418796,0.000635273],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999905,0.00001744255,0.0000062827257,0.000014862995,0.000030254565,0.000026143345],"domain_scores_gemma":[0.9997416,0.000102065605,0.000049424943,0.00002582149,0.000047365975,0.00003377838],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019204302,0.0003555691,0.000329105,0.0004729371,0.00037726405,0.0006959401,0.0005154516,0.0007304926,0.0010779698],"category_scores_gemma":[0.0005548241,0.00020274807,0.00043481763,0.00035295743,0.00076900417,0.0003028284,0.00046339093,0.0003252429,0.000116916664],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028613553,0.00003301148,0.0024845155,0.000026208563,0.000009752927,0.00018265763,0.000047609396,0.98930955,0.0051354514,0.0009117179,0.000074432966,0.0017564858],"study_design_scores_gemma":[0.0000038660655,0.000013833246,0.0006404199,0.0000027109802,0.0000026727762,0.000014059546,0.000028176873,0.9986123,0.00047217365,0.00012694759,0.000078283505,0.0000044972717],"about_ca_topic_score_codex":0.008292975,"about_ca_topic_score_gemma":0.005265823,"teacher_disagreement_score":0.008292975,"about_ca_system_score_codex":0.00045084304,"about_ca_system_score_gemma":0.000584478,"threshold_uncertainty_score":0.016489387},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99876297,0.000025801233,0.0006096808,0.00000862337,0.0000042409392,0.000006212336,0.00005526127,0.00003739004,0.00048986886],"genre_scores_gemma":[0.9994468,0.000012806269,0.00018503469,0.000003133622,0.0000013059142,0.0000020398043,0.000043317847,0.0000038304333,0.0003016758],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973255,0.0000305601,0.000013829666,0.000029549326,0.00011030257,0.00008310423],"domain_scores_gemma":[0.9990307,0.00020364678,0.00016680364,0.000112702786,0.00027822505,0.00020789797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002957577,0.00041883098,0.0002319521,0.00056851277,0.00031572362,0.00028266048,0.0003261095,0.0003893629,0.002142189],"category_scores_gemma":[0.0008340096,0.00015060474,0.00017953002,0.00023861154,0.00037472756,0.00044711973,0.00048705863,0.0001892381,0.00061465404],"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":[0.0014112832,0.00021214983,0.0107986275,0.000130651,0.000017122275,0.00048823204,0.00017002491,0.014410101,0.9565463,0.00008148491,0.00023006758,0.015503876],"study_design_scores_gemma":[0.00006255753,0.005059345,0.09739748,0.00002786036,0.00003461681,0.0005106803,0.00083886366,0.029852053,0.8641574,0.00016463712,0.0018329712,0.00006157633],"about_ca_topic_score_codex":0.0008938144,"about_ca_topic_score_gemma":0.0014824584,"teacher_disagreement_score":0.002142189,"about_ca_system_score_codex":0.00022529322,"about_ca_system_score_gemma":0.00015582895,"threshold_uncertainty_score":0.007166326},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99971396,0.000005865868,0.0001489288,0.0000021038009,5.6897574e-7,0.0000015056509,0.000048302354,0.0000047529575,0.00007403906],"genre_scores_gemma":[0.99970144,0.000006637992,0.00015387521,0.0000018517522,4.5331996e-7,0.000002417493,0.00006834765,0.0000012438705,0.000063687265],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9999019,0.000009760084,0.0000064202245,0.000025112256,0.000033996977,0.000022878734],"domain_scores_gemma":[0.99972993,0.000038765746,0.00007130186,0.000028852162,0.000075090255,0.000056044573],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015309251,0.00013655334,0.00017476184,0.000301601,0.0002122495,0.0002212617,0.00013783904,0.00025266132,0.00033368127],"category_scores_gemma":[0.00033960858,0.00012213242,0.00012108576,0.00037170528,0.00026188028,0.00012248394,0.00020889942,0.00025640166,0.00014847022],"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":[0.00060625956,0.00023282554,0.28176442,0.000045419587,0.00005913829,0.00067921594,0.00053381326,0.0073524914,0.69596934,0.00010888716,0.00016176321,0.012486439],"study_design_scores_gemma":[0.0000076127876,0.00057504524,0.9690841,0.0000050297444,0.00001473558,0.00013968509,0.0002197012,0.0067621325,0.022892602,0.000035528145,0.00024705348,0.0000166495],"about_ca_topic_score_codex":0.0031188887,"about_ca_topic_score_gemma":0.0071442737,"teacher_disagreement_score":0.0031188887,"about_ca_system_score_codex":0.00022273447,"about_ca_system_score_gemma":0.00017592999,"threshold_uncertainty_score":0.0062015057},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9840912,0.00028564013,0.0055342535,0.00018443262,0.00001639634,0.0004003563,0.00019937777,0.00006694234,0.009221372],"genre_scores_gemma":[0.9783347,0.000564315,0.011170108,0.000051939285,0.000007661842,0.00017355829,0.00014397436,0.000022194981,0.00953158],"study_design_codex":"simulation_or_modeling","study_design_gemma":"case_report","domain_scores_codex":[0.99927586,0.00023399427,0.00005892393,0.00006367382,0.00022212141,0.00014538584],"domain_scores_gemma":[0.99828964,0.000760861,0.00025155846,0.00018633489,0.00027501475,0.0002365263],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00090065825,0.00053665455,0.0003249519,0.000987519,0.0022068552,0.00077017426,0.0014646734,0.0022909422,0.0027314944],"category_scores_gemma":[0.0023370609,0.00030519,0.0004068505,0.0015728815,0.00076044735,0.00046826267,0.0008578843,0.0005485603,0.00048572427],"study_design_candidate":"case_report","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":[0.002031589,0.006862314,0.14827938,0.0024508233,0.00035412132,0.13454483,0.022021113,0.35450032,0.03696969,0.01140802,0.015257325,0.26532048],"study_design_scores_gemma":[0.0010026218,0.02031186,0.25912717,0.00088499975,0.00054707454,0.058558874,0.18006079,0.14994399,0.108374685,0.009470814,0.21112856,0.00058853475],"about_ca_topic_score_codex":0.010929145,"about_ca_topic_score_gemma":0.06884904,"teacher_disagreement_score":0.010929145,"about_ca_system_score_codex":0.0010262291,"about_ca_system_score_gemma":0.00094245526,"threshold_uncertainty_score":0.021731019},"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":"review","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.022399673,0.965537,0.0027940294,0.00018297105,0.00020976775,0.0000904607,0.0007013305,0.00006416178,0.0080206245],"genre_scores_gemma":[0.10030756,0.8920634,0.003375288,0.0001722244,0.00010224044,0.00008526702,0.0011048355,0.000014037836,0.002775122],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.999458,0.00007974834,0.000108896245,0.00010300911,0.0002088549,0.00004150501],"domain_scores_gemma":[0.99898297,0.00037964564,0.00031646856,0.000032220272,0.00026563075,0.000022986005],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059877895,0.0008355659,0.00078052067,0.0040668147,0.0002595888,0.00093107467,0.00066502125,0.000616695,0.0038470181],"category_scores_gemma":[0.0015060123,0.00028551003,0.0007415907,0.004121887,0.00028851346,0.0012950907,0.00049041613,0.00020274111,0.0008205766],"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":[0.00014482306,0.00009465845,0.0029790008,0.11554417,0.00034395134,0.0009216148,0.00028188893,0.003917918,0.014176173,0.003891871,0.007818977,0.8498849],"study_design_scores_gemma":[0.000035188823,0.001070598,0.02565279,0.07839744,0.002041525,0.0033299432,0.0017792261,0.0019451899,0.04387267,0.0031385885,0.8386045,0.00013233574],"about_ca_topic_score_codex":0.0014701777,"about_ca_topic_score_gemma":0.003265884,"teacher_disagreement_score":0.0040668147,"about_ca_system_score_codex":0.00041776238,"about_ca_system_score_gemma":0.0014638053,"threshold_uncertainty_score":0.0128695965},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99635506,0.00007212702,0.0027614592,0.000012278215,0.0000014642925,0.0000091208885,0.0001077635,0.000038673734,0.000642057],"genre_scores_gemma":[0.99919647,0.00003607485,0.0004626394,0.0000021747785,5.110944e-7,0.000004629291,0.000081202714,0.0000031258237,0.00021322793],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969256,0.000042895153,0.000028790533,0.00004535871,0.0001511072,0.000039213977],"domain_scores_gemma":[0.9995227,0.00013030315,0.0001594937,0.00006481726,0.000088880384,0.000033825196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003818579,0.00031553407,0.00021773408,0.0010322094,0.00013985368,0.0002526153,0.0003952885,0.00037708553,0.0010195451],"category_scores_gemma":[0.00076910056,0.00026972592,0.00029711652,0.0005704693,0.0004735881,0.00031023554,0.00022540946,0.00020246988,0.00022021863],"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":[0.00040190696,0.000110851135,0.018833553,0.00007610539,0.000038451362,0.0004956262,0.00021309564,0.04520441,0.92488796,0.00038977276,0.000100385085,0.009247921],"study_design_scores_gemma":[0.000026981856,0.00085111253,0.14129475,0.000020241301,0.00006651067,0.0012866597,0.00043154048,0.20510226,0.6497164,0.0002868259,0.00085172954,0.000065024375],"about_ca_topic_score_codex":0.001913722,"about_ca_topic_score_gemma":0.003030476,"teacher_disagreement_score":0.001913722,"about_ca_system_score_codex":0.00023356148,"about_ca_system_score_gemma":0.00014025297,"threshold_uncertainty_score":0.0038051605},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975038,0.000696224,0.0007354615,0.00004526527,0.00003966766,0.0000125198585,0.00015841225,0.000045158074,0.00076336355],"genre_scores_gemma":[0.9975732,0.0002821301,0.00042419782,0.000021191967,0.0000065256527,0.000006983426,0.00043238577,0.0000061559786,0.0012472594],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99942684,0.00004186415,0.000047563506,0.000076080534,0.0003077142,0.000099915786],"domain_scores_gemma":[0.9990983,0.0000702704,0.00013924982,0.00012092904,0.00039727642,0.00017392487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012054645,0.0002471902,0.00020387863,0.00046205206,0.0004140656,0.0004414227,0.0003738635,0.0005361272,0.0009230118],"category_scores_gemma":[0.00096103153,0.00013208101,0.000292451,0.00030836128,0.00026717543,0.0006096047,0.00051062915,0.0004164131,0.0004744344],"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":[0.00055881846,0.0005118098,0.049637333,0.00029616858,0.0001100382,0.0017129795,0.0008008592,0.0044633676,0.8738542,0.00070548395,0.0023466162,0.065002464],"study_design_scores_gemma":[0.000044345914,0.008087029,0.14038284,0.000100493104,0.00019310755,0.0031952925,0.00074790645,0.005045168,0.80152816,0.00025955864,0.040303692,0.00011234662],"about_ca_topic_score_codex":0.0008804574,"about_ca_topic_score_gemma":0.001212839,"teacher_disagreement_score":0.0012054645,"about_ca_system_score_codex":0.0005763727,"about_ca_system_score_gemma":0.0003583538,"threshold_uncertainty_score":0.006375134},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9622051,0.0011974474,0.023758713,0.000039275932,0.000069144,0.000079785415,0.0001314342,0.00016439274,0.012354584],"genre_scores_gemma":[0.98978126,0.00028831052,0.003876018,0.000024177612,0.00001447508,0.000033418066,0.00012393022,0.000033719694,0.0058247717],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994617,0.000024049974,0.000014284036,0.00016166335,0.00022091914,0.0001173671],"domain_scores_gemma":[0.9994229,0.00012886607,0.0001479648,0.00007772059,0.00013657779,0.000086010965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018488767,0.0004446757,0.00051167374,0.0006909262,0.0009449616,0.00067577686,0.0005714739,0.00057246635,0.0110451635],"category_scores_gemma":[0.00087765726,0.00049600453,0.0003976323,0.00037173045,0.00045094726,0.0011486427,0.0008359194,0.0005724055,0.002112234],"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":[0.00016198256,0.000117507356,0.019640282,0.00026307764,0.00006810521,0.0016465524,0.0011088559,0.0045213243,0.9049388,0.004087028,0.00068443955,0.06276206],"study_design_scores_gemma":[0.000028596272,0.001861072,0.101603866,0.000088872504,0.0001950633,0.0039522704,0.0018023495,0.022100223,0.83822125,0.0039884513,0.026064187,0.00009383173],"about_ca_topic_score_codex":0.001151109,"about_ca_topic_score_gemma":0.0012823744,"teacher_disagreement_score":0.0110451635,"about_ca_system_score_codex":0.0003162002,"about_ca_system_score_gemma":0.00023130237,"threshold_uncertainty_score":0.036949754},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9921096,0.000073470976,0.0065274844,0.000015986245,0.000011315511,0.00000488283,0.000047733578,0.0000571008,0.0011523663],"genre_scores_gemma":[0.9991597,0.000021048401,0.00065675564,0.0000021607484,6.6879113e-7,0.0000019258878,0.000015370391,0.000006506936,0.00013575019],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996815,0.000047845944,0.000023028746,0.000045096822,0.00014112347,0.00006145581],"domain_scores_gemma":[0.99884415,0.0005985895,0.00020353362,0.0001437773,0.00014749714,0.00006238184],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004566316,0.0003968492,0.00036001747,0.000514683,0.00019223428,0.00060965616,0.00039691842,0.00042902684,0.0014345291],"category_scores_gemma":[0.0022730788,0.00022656459,0.0002083204,0.0002753786,0.0007095213,0.00041901396,0.00047031709,0.000231367,0.00029773157],"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":[0.001102476,0.00010172892,0.017818874,0.0002550584,0.00004528751,0.00077571685,0.00030794708,0.35752875,0.5925789,0.0010933573,0.00014879623,0.028243076],"study_design_scores_gemma":[0.000059708997,0.0015138482,0.057260845,0.00005783195,0.00012346286,0.0005711196,0.00060957455,0.4676807,0.46878302,0.0007440929,0.0024701005,0.00012571282],"about_ca_topic_score_codex":0.00047204178,"about_ca_topic_score_gemma":0.00086157146,"teacher_disagreement_score":0.0014345291,"about_ca_system_score_codex":0.00024144449,"about_ca_system_score_gemma":0.0002647561,"threshold_uncertainty_score":0.0047990084},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88338,0.0011779936,0.097747095,0.000073589435,0.000013823775,0.00002851382,0.00014626328,0.00013465529,0.017298026],"genre_scores_gemma":[0.9955831,0.00051780883,0.0026157238,0.0000035918536,0.000003924186,0.000006493861,0.00004515244,0.000010109434,0.0012141198],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968576,0.000050937837,0.000014783577,0.000031173982,0.00015930764,0.000057991707],"domain_scores_gemma":[0.9987709,0.0007014993,0.00018747749,0.00008143601,0.0002331754,0.000025555813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055567746,0.00050370366,0.00038071492,0.0010038571,0.00020645338,0.00037580027,0.00046968533,0.0004263605,0.0024686698],"category_scores_gemma":[0.0034116812,0.00015936136,0.00031148235,0.00088231877,0.0008990214,0.000497286,0.0005095427,0.00019914248,0.00048649023],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016401602,0.00009848252,0.0052798674,0.00030220288,0.000027339938,0.00030802094,0.00030443838,0.8645141,0.076955386,0.011665799,0.00029863341,0.040081672],"study_design_scores_gemma":[0.00000711165,0.0002530128,0.008093271,0.000044354652,0.000031179166,0.00030607777,0.00019270479,0.9483396,0.038753707,0.002694949,0.0012539785,0.000030020361],"about_ca_topic_score_codex":0.0015341947,"about_ca_topic_score_gemma":0.001502375,"teacher_disagreement_score":0.0024686698,"about_ca_system_score_codex":0.0003128114,"about_ca_system_score_gemma":0.0002924747,"threshold_uncertainty_score":0.008258522},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997884,0.000032296626,0.0018196825,0.000004675816,0.000006249264,0.0000108541735,0.000049977123,0.00005984474,0.00013244824],"genre_scores_gemma":[0.9983139,0.000021701106,0.0011487737,0.000003410319,0.0000020108241,0.0000072712337,0.00006267194,0.000007925057,0.00043219957],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993813,0.000060355836,0.00004135489,0.00011965863,0.0002965296,0.00010075047],"domain_scores_gemma":[0.9982375,0.00037143525,0.00029929003,0.00027818474,0.0006296245,0.0001839815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006168437,0.00053169206,0.00035560603,0.0006311938,0.000262524,0.00034389173,0.0006459268,0.00050889107,0.0026093235],"category_scores_gemma":[0.0028616267,0.00030147855,0.00022990312,0.00035937672,0.0005428603,0.0007669211,0.000520618,0.00022533855,0.00064259977],"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":[0.0010577799,0.0002532084,0.015014999,0.00009993801,0.000020852829,0.00028770525,0.00046411538,0.006325977,0.9472778,0.00012548575,0.00015784445,0.028914254],"study_design_scores_gemma":[0.00007809444,0.010212738,0.11490693,0.00002215205,0.000057875568,0.0005869267,0.00091726106,0.038147334,0.83162516,0.00023254957,0.003132042,0.00008088337],"about_ca_topic_score_codex":0.0007439914,"about_ca_topic_score_gemma":0.0010137352,"teacher_disagreement_score":0.0026093235,"about_ca_system_score_codex":0.00034899532,"about_ca_system_score_gemma":0.00019975123,"threshold_uncertainty_score":0.008729041},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992471,0.00001908333,0.00026619787,0.0000055664245,0.0000035728515,0.0000058033934,0.000054920463,0.000019070287,0.00037866578],"genre_scores_gemma":[0.99951077,0.000017041459,0.000084903266,0.0000046467258,0.000001151089,0.0000029142097,0.00006273457,0.0000034634172,0.0003123171],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973494,0.000017539758,0.0000129129685,0.000022562383,0.0001397227,0.00007244724],"domain_scores_gemma":[0.99946994,0.00014736394,0.00008794067,0.00004337962,0.00011917825,0.00013224757],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016890171,0.0005098486,0.00027781157,0.00060993945,0.00026228157,0.00023454223,0.0003370119,0.00041666446,0.002680755],"category_scores_gemma":[0.00071941887,0.00020791918,0.00018211221,0.00033202735,0.000650107,0.00022137523,0.00044502623,0.00029460076,0.00033444815],"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":[0.002166434,0.00019917786,0.005469332,0.000113475784,0.00003184655,0.00067940954,0.000284798,0.026195673,0.9574412,0.00009333444,0.00014480081,0.0071805543],"study_design_scores_gemma":[0.00008433703,0.004434664,0.104678705,0.000046284593,0.000055892797,0.00041569705,0.001060929,0.079646476,0.80821073,0.00024839854,0.0010273912,0.000090553025],"about_ca_topic_score_codex":0.0035644935,"about_ca_topic_score_gemma":0.0046891095,"teacher_disagreement_score":0.0035644935,"about_ca_system_score_codex":0.0002455263,"about_ca_system_score_gemma":0.00015943673,"threshold_uncertainty_score":0.008967996},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99968326,0.0000042945653,0.00015856243,0.0000011857305,3.0691976e-7,0.0000015367706,0.000026677199,0.000004244694,0.00011987482],"genre_scores_gemma":[0.9996026,0.000008685172,0.00018499295,0.0000014573702,3.4512175e-7,0.000002367344,0.00004084352,0.0000013912465,0.00015734188],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998481,0.000008145277,0.00000472013,0.000024641335,0.0000726417,0.00004176254],"domain_scores_gemma":[0.9997608,0.00003650489,0.00006355538,0.00001633391,0.00007773278,0.00004508062],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010031842,0.00014988256,0.000095670104,0.00036137915,0.0003465645,0.00020837922,0.00022133028,0.00017307697,0.0006551104],"category_scores_gemma":[0.0004050562,0.000115699586,0.00007490878,0.00025058063,0.00031548532,0.00010304678,0.00024992594,0.0001505977,0.000102549886],"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":[0.00042232743,0.00009088922,0.43553665,0.00004805213,0.000026234475,0.00042437844,0.0011241032,0.0045682383,0.5314248,0.00006208672,0.00012026899,0.026151918],"study_design_scores_gemma":[0.0000023232049,0.0001255323,0.9814067,0.0000023284597,0.0000055869627,0.00006292807,0.00032556005,0.0018520157,0.016045326,0.000012453075,0.0001530422,0.000006132866],"about_ca_topic_score_codex":0.046620287,"about_ca_topic_score_gemma":0.14250042,"teacher_disagreement_score":0.046620287,"about_ca_system_score_codex":0.0004139121,"about_ca_system_score_gemma":0.0003815979,"threshold_uncertainty_score":0.09269786},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97195655,0.0001925395,0.020938981,0.00008293082,0.00003520549,0.000106465675,0.00079942646,0.000249201,0.005638717],"genre_scores_gemma":[0.9920763,0.00018801553,0.004988517,0.000012392279,0.0000025317656,0.00008795009,0.00016744358,0.000022491151,0.002454451],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998493,0.000017465447,0.000008339942,0.000041372597,0.000039954488,0.000043517557],"domain_scores_gemma":[0.99980575,0.00005792537,0.000037479836,0.000024615863,0.000046405657,0.00002789981],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019625449,0.0004568001,0.000611488,0.00030350362,0.0004135711,0.0009179517,0.0010472514,0.0011188687,0.0028329552],"category_scores_gemma":[0.0002738206,0.00029071854,0.0006638096,0.00038335315,0.0005754368,0.0003487733,0.00034681355,0.00041033188,0.00041995346],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022029417,0.00014747695,0.0021629913,0.00019137828,0.000022781644,0.00032278322,0.000075748445,0.90767,0.0841701,0.000526137,0.00022741151,0.004262911],"study_design_scores_gemma":[0.00008702422,0.0006850958,0.0032553768,0.000024228153,0.000045792858,0.000074876334,0.0002057575,0.9439008,0.05008762,0.0002590945,0.0013289608,0.000045343517],"about_ca_topic_score_codex":0.013455732,"about_ca_topic_score_gemma":0.012189344,"teacher_disagreement_score":0.013455732,"about_ca_system_score_codex":0.0007144371,"about_ca_system_score_gemma":0.0011469633,"threshold_uncertainty_score":0.026754797},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991215,0.000044982888,0.00032320598,0.00000673596,0.000003552456,0.0000022166366,0.0000714394,0.000009751965,0.0004166165],"genre_scores_gemma":[0.99948114,0.000009609636,0.00006684534,0.0000030906822,7.2760116e-7,0.0000015532582,0.00005529447,0.0000028550135,0.00037894456],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978,0.000027977905,0.000012957022,0.000068091016,0.000055052195,0.00005594314],"domain_scores_gemma":[0.9995627,0.00016808916,0.00007101891,0.000032690343,0.00013112114,0.00003438107],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002819499,0.00020307253,0.00034447433,0.00030152051,0.00040659227,0.00057671696,0.00032782205,0.0005086969,0.0021783507],"category_scores_gemma":[0.0006505691,0.00020740161,0.00030504604,0.00032118076,0.0006852337,0.00046630236,0.00023157445,0.00026752643,0.00023999877],"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":[0.005705786,0.0003100613,0.038077135,0.00021631671,0.0001177054,0.0005460957,0.00072239793,0.04248716,0.8974545,0.0006087872,0.00062924257,0.013124728],"study_design_scores_gemma":[0.000114427,0.0016639982,0.18849315,0.00006048182,0.00011906539,0.00035642053,0.002353778,0.13129012,0.67375654,0.00035757362,0.0013339766,0.000100464495],"about_ca_topic_score_codex":0.0057757455,"about_ca_topic_score_gemma":0.0046870294,"teacher_disagreement_score":0.0057757455,"about_ca_system_score_codex":0.0005570527,"about_ca_system_score_gemma":0.00026280223,"threshold_uncertainty_score":0.011484265},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998336,0.000014554452,0.0010255754,0.000008413194,0.000003989084,0.000059512924,0.00006261132,0.000028476512,0.0004608446],"genre_scores_gemma":[0.9971902,0.0000516854,0.0017720672,0.000006711639,0.0000044124017,0.000034239332,0.000091400885,0.0000044533235,0.0008447833],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996123,0.00007399934,0.000017249402,0.00008060762,0.00012478944,0.00009111958],"domain_scores_gemma":[0.9990466,0.00020333234,0.00010257398,0.000121789875,0.00037118493,0.00015450058],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069925754,0.0007063427,0.00051154767,0.0006290837,0.0008031199,0.0002056763,0.000541262,0.00077275874,0.00087335316],"category_scores_gemma":[0.00066499657,0.0002749667,0.00039696816,0.0004154625,0.0005789671,0.0004464524,0.0003968715,0.00043496973,0.00027055733],"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":[0.0012229455,0.0053566503,0.031791955,0.00056411425,0.0000610119,0.0021207116,0.0018528763,0.01370367,0.899843,0.00037842224,0.0006306349,0.042474],"study_design_scores_gemma":[0.00029148866,0.083012365,0.2134125,0.00007038915,0.00020267427,0.0014864233,0.0034465173,0.02370066,0.6685752,0.00030268484,0.0053864266,0.000112646005],"about_ca_topic_score_codex":0.0043360163,"about_ca_topic_score_gemma":0.010417891,"teacher_disagreement_score":0.0043360163,"about_ca_system_score_codex":0.00037434962,"about_ca_system_score_gemma":0.00057443214,"threshold_uncertainty_score":0.008621573},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948502,0.00008516491,0.0037813673,0.000019018433,0.0000037734526,0.000012778239,0.00014240053,0.00012409255,0.000981116],"genre_scores_gemma":[0.9992605,0.000024551247,0.0004960515,0.000002077434,8.7173987e-7,0.0000030777912,0.000046798403,0.0000049613313,0.00016112969],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996402,0.00006056396,0.000020252673,0.00002902318,0.00017136558,0.00007859595],"domain_scores_gemma":[0.99842596,0.0006014012,0.0002642102,0.00021455731,0.00037391705,0.00011994393],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005359647,0.00029626425,0.00024874634,0.0009484328,0.0002951985,0.00033233644,0.00046313394,0.00027773343,0.0025278847],"category_scores_gemma":[0.0020417804,0.00016456663,0.00019391006,0.00065377535,0.0005578644,0.00048352536,0.00042765675,0.0001549051,0.00039127676],"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":[0.0011265276,0.00014295295,0.03873117,0.00026605846,0.00002831944,0.00056389556,0.00037188086,0.039348166,0.84611744,0.0008030432,0.0004461043,0.072054364],"study_design_scores_gemma":[0.000031102183,0.0026002342,0.1266361,0.00003403011,0.000062624684,0.0008439728,0.00064975733,0.068146184,0.7982163,0.000645859,0.0020422556,0.00009163129],"about_ca_topic_score_codex":0.0022056482,"about_ca_topic_score_gemma":0.0050135204,"teacher_disagreement_score":0.0025278847,"about_ca_system_score_codex":0.000265901,"about_ca_system_score_gemma":0.00036296478,"threshold_uncertainty_score":0.008456647},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979152,0.00008756697,0.0013985632,0.000010140663,0.00001490412,0.000029491615,0.00015615443,0.000025764488,0.00036221603],"genre_scores_gemma":[0.9954508,0.00012641904,0.0021789677,0.000019964567,0.000008823868,0.000042369717,0.00039436674,0.00001759949,0.0017607332],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991462,0.000093144685,0.000073695875,0.00015718983,0.0003049527,0.00022473969],"domain_scores_gemma":[0.99698466,0.0010303546,0.0002938595,0.00029873487,0.0011019664,0.00029037724],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008424878,0.0014585471,0.0006420454,0.00091795396,0.00065280346,0.00021057804,0.0006118273,0.0008814524,0.0028245084],"category_scores_gemma":[0.0015138908,0.00041457335,0.0005611644,0.0005472174,0.00057563244,0.0005147652,0.0006616004,0.00060453906,0.0003814866],"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":[0.00093240745,0.0003161015,0.0023327156,0.00017135637,0.000029893645,0.00028008004,0.00037156916,0.002970788,0.98727685,0.000041533705,0.00014584826,0.0051308414],"study_design_scores_gemma":[0.00006451276,0.011626298,0.03494283,0.000043859323,0.00008516334,0.00023284683,0.00076256687,0.0036900388,0.9472197,0.0000836226,0.0012056703,0.00004287614],"about_ca_topic_score_codex":0.0013944614,"about_ca_topic_score_gemma":0.003387598,"teacher_disagreement_score":0.0028245084,"about_ca_system_score_codex":0.00024757232,"about_ca_system_score_gemma":0.00022852694,"threshold_uncertainty_score":0.0094489455},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996031,0.0000050484728,0.0002522012,0.0000011143583,0.0000016374117,0.0000040961127,0.00003480288,0.000015310225,0.00008252448],"genre_scores_gemma":[0.99903476,0.000008100368,0.00053075433,0.0000018386748,6.085668e-7,0.000009965751,0.000106769105,0.0000072620232,0.00029998046],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955446,0.00005387061,0.00003859296,0.00007225567,0.00014163309,0.00013908188],"domain_scores_gemma":[0.99924123,0.00020530369,0.00014647815,0.00010816414,0.0001260758,0.00017281613],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005246996,0.00089741376,0.0006670954,0.00048251456,0.00041432973,0.0004225536,0.00057520706,0.0011384756,0.0013108678],"category_scores_gemma":[0.00088318554,0.0004265737,0.0005523865,0.00029831915,0.00077591836,0.00033933218,0.0007621828,0.0005146335,0.00038480936],"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":[0.0024142845,0.0005270828,0.022398531,0.000117866766,0.000056258206,0.0008375924,0.00053977524,0.02497261,0.9394849,0.00009239928,0.00007509464,0.008483641],"study_design_scores_gemma":[0.00009532725,0.0085687125,0.11064986,0.000020759988,0.000076984266,0.00025679858,0.00062413036,0.023092672,0.8559387,0.00008318635,0.0005153711,0.00007768112],"about_ca_topic_score_codex":0.0009780853,"about_ca_topic_score_gemma":0.0014450371,"teacher_disagreement_score":0.0013108678,"about_ca_system_score_codex":0.00030390435,"about_ca_system_score_gemma":0.0002537709,"threshold_uncertainty_score":0.004385233},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45612177,0.00068825216,0.48284683,0.00072011363,0.00067098445,0.0004038878,0.012366423,0.0070195454,0.039162226],"genre_scores_gemma":[0.8280698,0.0001834929,0.143977,0.00024368374,0.00005653205,0.000480955,0.007900174,0.0021369318,0.01695142],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980994,0.0009668804,0.00011388828,0.0002559736,0.0003503479,0.00021346845],"domain_scores_gemma":[0.9946455,0.0033674692,0.00023960107,0.00076196634,0.0008676695,0.00011777308],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002859907,0.0011724678,0.0008824163,0.0010604383,0.0009069424,0.00072532636,0.001443237,0.0016161912,0.020123541],"category_scores_gemma":[0.011692954,0.00047841397,0.001285982,0.0013314538,0.0005450327,0.0018019738,0.001062817,0.002000839,0.0027836545],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00727579,0.0018375176,0.013007448,0.0011662499,0.0009568516,0.0013401656,0.0007059194,0.5107961,0.04269421,0.023094777,0.0756763,0.32144856],"study_design_scores_gemma":[0.0003095982,0.0010164755,0.034759775,0.00011728608,0.00022432127,0.0004668015,0.00058071426,0.86074305,0.073052466,0.009884516,0.018604334,0.0002406717],"about_ca_topic_score_codex":0.012316473,"about_ca_topic_score_gemma":0.009901527,"teacher_disagreement_score":0.020123541,"about_ca_system_score_codex":0.0006666794,"about_ca_system_score_gemma":0.000918313,"threshold_uncertainty_score":0.06731993},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993759,0.000012124578,0.0004652411,0.0000017311208,0.0000027850592,0.0000016668043,0.000017100205,0.000015391659,0.00010819655],"genre_scores_gemma":[0.99931955,0.000009369556,0.00035935413,0.0000017944947,7.274905e-7,0.0000029536316,0.00003618874,0.0000056856234,0.0002644315],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977785,0.000022337048,0.0000131893075,0.00005271187,0.00006868194,0.00006525325],"domain_scores_gemma":[0.99950504,0.000106621825,0.0001463706,0.00008246768,0.0000694425,0.00009007154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027847267,0.0003092684,0.0003811311,0.0002879331,0.00028636414,0.00033953186,0.00035071766,0.000415594,0.0011202759],"category_scores_gemma":[0.00070228317,0.00020376903,0.00018699924,0.00013428461,0.00045139084,0.00032178304,0.00058829697,0.000346706,0.00025143503],"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":[0.0006501464,0.000069937734,0.0052957064,0.000024463605,0.000011672373,0.00042472873,0.00012243986,0.007185191,0.98264503,0.00009505618,0.000029274297,0.0034462907],"study_design_scores_gemma":[0.000052269377,0.0024860613,0.06396946,0.000020066052,0.000027088614,0.000309248,0.00040745127,0.047983542,0.8838922,0.00016214093,0.00064642413,0.00004412467],"about_ca_topic_score_codex":0.0004495451,"about_ca_topic_score_gemma":0.0006309686,"teacher_disagreement_score":0.0011202759,"about_ca_system_score_codex":0.00014554123,"about_ca_system_score_gemma":0.00015442623,"threshold_uncertainty_score":0.0037477016},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988287,0.000017270795,0.0009902662,0.0000022792897,9.979439e-7,0.0000014425026,0.000008100274,0.000008093084,0.00014285388],"genre_scores_gemma":[0.99976605,0.000009435854,0.00017344777,6.2765315e-7,5.460254e-7,7.6228747e-7,0.000007035891,0.0000011232428,0.000040962277],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99964905,0.00005049593,0.000028946202,0.00005094442,0.00015045771,0.000070075046],"domain_scores_gemma":[0.9988834,0.0004634568,0.0002695447,0.00011195563,0.0001523455,0.0001193306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000270416,0.00028992083,0.000327436,0.00060722546,0.0002283048,0.0004960946,0.00027959453,0.00026784622,0.0009455848],"category_scores_gemma":[0.0019611518,0.0001524972,0.00019539092,0.00029396918,0.0006128434,0.00051917374,0.00063395686,0.00018926877,0.00015370274],"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":[0.002583305,0.00023725654,0.11877085,0.00026886995,0.00013191003,0.0019636264,0.0007468674,0.046797514,0.7562196,0.00055805483,0.00009386053,0.07162828],"study_design_scores_gemma":[0.000074675045,0.0060693426,0.6382644,0.000027719187,0.00018315368,0.0018213898,0.001775106,0.10165729,0.24840727,0.00055179856,0.0010850911,0.00008268864],"about_ca_topic_score_codex":0.00064079865,"about_ca_topic_score_gemma":0.00073400995,"teacher_disagreement_score":0.0009455848,"about_ca_system_score_codex":0.00008399604,"about_ca_system_score_gemma":0.00014540057,"threshold_uncertainty_score":0.0031633377},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989555,0.00009941824,0.0005661756,0.000004260252,0.0000017005851,0.000005035492,0.00008482317,0.0000076089445,0.0002754458],"genre_scores_gemma":[0.9989268,0.00006859305,0.00038472645,0.0000043087607,7.236603e-7,0.000004625006,0.00012585921,0.0000043414943,0.0004800013],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979824,0.000014066903,0.000021151465,0.00003147291,0.00010535508,0.000029734028],"domain_scores_gemma":[0.99959105,0.000118105425,0.00008796995,0.000028916935,0.000117405674,0.000056568682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024643482,0.00028749093,0.00014848013,0.0005832743,0.00018059931,0.00027130512,0.00017689234,0.0002486114,0.0011521127],"category_scores_gemma":[0.00046464006,0.00012265996,0.00016121374,0.00038478733,0.00032542436,0.0003496577,0.00020073909,0.00024127464,0.00016020541],"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":[0.00014853814,0.000031357045,0.0075576385,0.00006213386,0.00001241257,0.00008910779,0.00007153644,0.0010088889,0.9862272,0.000056473742,0.000017798066,0.0047169253],"study_design_scores_gemma":[0.000005675069,0.00039289973,0.092978105,0.00000940881,0.000019862531,0.0001401824,0.00028538902,0.0030197196,0.90251887,0.000058004352,0.0005551178,0.000016670161],"about_ca_topic_score_codex":0.0018704133,"about_ca_topic_score_gemma":0.005740451,"teacher_disagreement_score":0.0018704133,"about_ca_system_score_codex":0.00017938868,"about_ca_system_score_gemma":0.00014837852,"threshold_uncertainty_score":0.0038541555},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94382447,0.000054033393,0.0468615,0.00006808505,0.0000121387175,0.00004461568,0.00021036052,0.00018921192,0.008735556],"genre_scores_gemma":[0.9901342,0.000043567994,0.0075317165,0.000007538244,0.0000018056227,0.00003886728,0.0000984432,0.000014798828,0.0021291336],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999211,0.000018265671,0.000004252953,0.00001411089,0.000023947528,0.000018328037],"domain_scores_gemma":[0.9998685,0.000045510038,0.000029488197,0.000017545417,0.000025546547,0.000013451818],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020250503,0.00025656525,0.00022465464,0.0002086896,0.00025260568,0.00045097969,0.0006700733,0.0006164993,0.0012179032],"category_scores_gemma":[0.0003984656,0.00019907605,0.00028685134,0.00018322255,0.00046435534,0.00024496837,0.00032406213,0.00022575489,0.00022650002],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017469261,0.000015698939,0.0010888188,0.0000095010255,0.0000030983883,0.00006419847,0.000023879244,0.99236465,0.0045131054,0.0006897558,0.00004874358,0.0011611264],"study_design_scores_gemma":[0.000006193586,0.00002781616,0.00073377433,0.0000028003901,0.0000021222402,0.000014002311,0.000014655948,0.99741566,0.0014895181,0.000102468264,0.00018750758,0.0000034325662],"about_ca_topic_score_codex":0.0059827855,"about_ca_topic_score_gemma":0.00430286,"teacher_disagreement_score":0.0059827855,"about_ca_system_score_codex":0.0005116679,"about_ca_system_score_gemma":0.00056332006,"threshold_uncertainty_score":0.011895955},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99919814,0.000024735775,0.00053048,0.000003241235,0.000004666568,0.000018230374,0.00004810435,0.000015179524,0.00015732188],"genre_scores_gemma":[0.998965,0.00003447829,0.00068397156,0.0000032489481,0.0000022278452,0.000013683552,0.00005653541,0.0000033118715,0.00023745821],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99956363,0.00009209235,0.00004074914,0.00008095855,0.00013211941,0.000090405316],"domain_scores_gemma":[0.99838233,0.0005368328,0.00024514343,0.00020303694,0.0003973201,0.00023533187],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086808566,0.00063669286,0.00037396813,0.0006210201,0.00028503165,0.00017674277,0.00053248124,0.00053148513,0.0014288219],"category_scores_gemma":[0.0011912142,0.00018571367,0.00028279767,0.00040605984,0.0006182737,0.00038214072,0.00046511577,0.00035746137,0.00019304597],"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":[0.004871643,0.0033186919,0.02002516,0.0005023889,0.0000772637,0.00046834274,0.0006023475,0.023480745,0.9248067,0.00022617036,0.000361808,0.021258738],"study_design_scores_gemma":[0.00048002982,0.046446376,0.06937143,0.000038200622,0.00013773453,0.00022882893,0.0005666456,0.02097639,0.8606051,0.00018943,0.000905178,0.000054647902],"about_ca_topic_score_codex":0.0019631623,"about_ca_topic_score_gemma":0.0034703494,"teacher_disagreement_score":0.0019631623,"about_ca_system_score_codex":0.000263781,"about_ca_system_score_gemma":0.0002291763,"threshold_uncertainty_score":0.0047798753},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9864412,0.000021681346,0.012547244,0.0000058409896,0.0000018458201,0.0000058504447,0.000041342475,0.00006148126,0.0008734396],"genre_scores_gemma":[0.99862385,0.000008942743,0.0010962236,0.0000011073084,4.6401038e-7,0.000004380756,0.000023303335,0.00000632565,0.00023541754],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998549,0.000021664864,0.0000051830607,0.0000246684,0.00005729184,0.00003622629],"domain_scores_gemma":[0.99976534,0.00012481878,0.000040613955,0.00002511484,0.000028674034,0.00001542348],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021725526,0.00031993602,0.00032120466,0.00037282513,0.00018618049,0.00032645382,0.00045051952,0.0006963156,0.0013057117],"category_scores_gemma":[0.0004991005,0.00019478564,0.0003659694,0.000252055,0.000266873,0.00032028882,0.0004510367,0.00025777824,0.00018835747],"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":[0.00013447796,0.00007736004,0.009897832,0.000072576826,0.000018186565,0.00040003995,0.00011638762,0.9212906,0.05467731,0.00064072135,0.000083594634,0.012590878],"study_design_scores_gemma":[0.0000059643207,0.00015994393,0.0068665054,0.000004476768,0.0000056693093,0.000054036886,0.00008384033,0.9802106,0.01227638,0.00018767014,0.00013571896,0.000009158318],"about_ca_topic_score_codex":0.001930551,"about_ca_topic_score_gemma":0.002157152,"teacher_disagreement_score":0.001930551,"about_ca_system_score_codex":0.00019547461,"about_ca_system_score_gemma":0.00033659785,"threshold_uncertainty_score":0.004368007},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979748,0.000074133975,0.0005686931,0.000016572647,0.000023402848,0.000013636175,0.00022987096,0.000020501095,0.0010784804],"genre_scores_gemma":[0.9981858,0.00006393868,0.00027763416,0.000019617948,0.0000055142264,0.00000823771,0.00015561395,0.000007931857,0.0012757065],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994357,0.00003114809,0.000041973657,0.000111160116,0.00019028348,0.0001897576],"domain_scores_gemma":[0.99865913,0.00034680997,0.00018110784,0.00016425391,0.00035508058,0.00029354737],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028539766,0.0007602452,0.0005303179,0.00054191763,0.0006174872,0.00063496066,0.00048167267,0.00067854964,0.005261211],"category_scores_gemma":[0.0009711481,0.00028393616,0.00029547105,0.0006016808,0.0010074616,0.0006385755,0.00082388654,0.00073915586,0.0004363388],"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":[0.0043942207,0.00046830173,0.0041156807,0.0001494408,0.000044372096,0.00052648387,0.0003641443,0.009115498,0.9732549,0.00054390874,0.00029899212,0.006724074],"study_design_scores_gemma":[0.00021587456,0.0022387553,0.017354514,0.000024206302,0.00004771454,0.00009579175,0.00037111514,0.0096479375,0.96902543,0.00024484037,0.00069911417,0.00003467029],"about_ca_topic_score_codex":0.004969497,"about_ca_topic_score_gemma":0.0070451507,"teacher_disagreement_score":0.005261211,"about_ca_system_score_codex":0.00048585187,"about_ca_system_score_gemma":0.0006284566,"threshold_uncertainty_score":0.017600536},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.030752255,0.0007246398,0.9589703,0.00027005523,0.000048072652,0.00004484147,0.0001299034,0.000186447,0.008873575],"genre_scores_gemma":[0.8092055,0.0026339977,0.17371422,0.00014482699,0.00013035243,0.00027883085,0.00025006945,0.00015352607,0.01348875],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998385,0.00003418028,0.000009923502,0.00003580386,0.000062450774,0.000019163019],"domain_scores_gemma":[0.99983764,0.000035604706,0.000048299346,0.000036244397,0.000030954914,0.0000111951],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037788658,0.0006510786,0.00046172907,0.00070749805,0.00023896285,0.0008813709,0.00090813445,0.0009884721,0.00055229967],"category_scores_gemma":[0.0005056616,0.00032591555,0.00056330103,0.0007204531,0.0008873804,0.00082038104,0.00045179314,0.00057794515,0.00027762938],"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":[0.000014796334,0.000058038266,0.0014744878,0.000101578626,0.000024583622,0.00030274957,0.00017386283,0.69542396,0.04912825,0.23090135,0.00093670894,0.021459626],"study_design_scores_gemma":[0.0000032637276,0.000015523121,0.0006554588,0.000011398441,0.000007671579,0.00012855952,0.000019421232,0.9746951,0.0023871555,0.017757032,0.0043048128,0.000014685507],"about_ca_topic_score_codex":0.0018064186,"about_ca_topic_score_gemma":0.0017992321,"teacher_disagreement_score":0.0018064186,"about_ca_system_score_codex":0.0004604942,"about_ca_system_score_gemma":0.00055567984,"threshold_uncertainty_score":0.0035918355},"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":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010644928,0.0005225774,0.9450584,0.00036094117,0.00023701819,0.00006934784,0.00090876565,0.0015339437,0.04066409],"genre_scores_gemma":[0.41020456,0.0019196726,0.4453781,0.0002865583,0.00017627593,0.00065491494,0.0022136266,0.0013452457,0.13782112],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998858,0.000019881525,0.000008199519,0.00002023344,0.00005322673,0.0000125523175],"domain_scores_gemma":[0.9998241,0.000060842005,0.000012255175,0.00002222402,0.000069316375,0.000011167012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019669304,0.00076514424,0.0005925558,0.00039312278,0.00047805838,0.0011245265,0.0016652136,0.0014612888,0.0106681315],"category_scores_gemma":[0.0008421527,0.00048524624,0.00048300214,0.0006075004,0.00042745966,0.0010197433,0.00062592805,0.0009645283,0.0024058279],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002037825,0.000020902291,0.00022382506,0.000035283938,0.0000061187243,0.000066002365,0.000041862055,0.938269,0.0020598418,0.03073273,0.0047111907,0.023812925],"study_design_scores_gemma":[0.0000063819457,0.0000058897567,0.000049634793,0.000010217888,0.0000031219051,0.000025187368,0.000008650432,0.9864237,0.00055201625,0.005927299,0.006982061,0.0000058460682],"about_ca_topic_score_codex":0.010381366,"about_ca_topic_score_gemma":0.00774125,"teacher_disagreement_score":0.0106681315,"about_ca_system_score_codex":0.00076476665,"about_ca_system_score_gemma":0.00086512044,"threshold_uncertainty_score":0.03568846},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36534017,0.00020936715,0.6128002,0.00011635202,0.000052547595,0.00030025173,0.00027516,0.0006232691,0.020282682],"genre_scores_gemma":[0.9045878,0.00018840356,0.08880284,0.000014297839,0.0000060070297,0.0001563424,0.00015153154,0.00004416536,0.006048564],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983597,0.000024557143,0.000008351451,0.00002083323,0.00007340406,0.000036796042],"domain_scores_gemma":[0.9998481,0.000021276908,0.000029411038,0.000010761306,0.000058912658,0.000031441094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021189121,0.00050187844,0.0002922988,0.00039439436,0.00039920452,0.00057280634,0.00064494566,0.00041557656,0.0030328166],"category_scores_gemma":[0.00033391677,0.00023360067,0.0002625981,0.00024156629,0.00024110563,0.0002475551,0.0005270736,0.00020116943,0.00051606196],"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":[0.00036940948,0.00009034847,0.0065603903,0.00044281303,0.00003450844,0.0013069883,0.00020784099,0.7152178,0.14387101,0.00991964,0.0016928748,0.12028639],"study_design_scores_gemma":[0.00016212997,0.0012086645,0.0068418393,0.000096616786,0.000070226626,0.00068664725,0.00056385616,0.9196567,0.049281355,0.002451418,0.018918395,0.000062147126],"about_ca_topic_score_codex":0.0038809576,"about_ca_topic_score_gemma":0.007870963,"teacher_disagreement_score":0.0038809576,"about_ca_system_score_codex":0.0005409675,"about_ca_system_score_gemma":0.0013300045,"threshold_uncertainty_score":0.010145724},"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":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.014260654,0.073852755,0.058166772,0.049762733,0.2896977,0.000103043145,0.0015342588,0.000590838,0.5120312],"genre_scores_gemma":[0.038646813,0.017358659,0.0042996937,0.0013640305,0.044420026,0.00003165211,0.00055970164,0.00021329742,0.8931062],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997522,0.00002926726,0.00001169575,0.00008362455,0.00008149845,0.00004163983],"domain_scores_gemma":[0.9996057,0.000098263474,0.000013187579,0.000016678214,0.00012452909,0.00014157406],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006506422,0.0015815136,0.0013385116,0.00086279766,0.0009010938,0.002284662,0.0009383556,0.0016963215,0.10637061],"category_scores_gemma":[0.0008393263,0.00027002388,0.0008036351,0.0006716298,0.00055953383,0.0020986483,0.0010396844,0.0023104511,0.021038698],"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":[0.00054639607,0.00029337764,0.00062765524,0.00035166493,0.00005196629,0.0003664773,0.00015575138,0.0045435405,0.0048986124,0.05999373,0.80260706,0.12556376],"study_design_scores_gemma":[0.00011621956,0.00055493816,0.003948587,0.00022351419,0.00011848004,0.00059531856,0.0003659809,0.009664334,0.0037424976,0.08089655,0.89972216,0.00005138522],"about_ca_topic_score_codex":0.0012906959,"about_ca_topic_score_gemma":0.0037481973,"teacher_disagreement_score":0.10637061,"about_ca_system_score_codex":0.0012200653,"about_ca_system_score_gemma":0.0007129007,"threshold_uncertainty_score":0.35584515},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984498,0.000074492214,0.0009409925,0.000005891799,0.0000026444663,0.000011246835,0.0001913143,0.000014980979,0.0003086742],"genre_scores_gemma":[0.99809664,0.00007551003,0.0010604324,0.000013406432,0.000001265957,0.000010526302,0.00023957297,0.000006027167,0.00049666944],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997882,0.00001714525,0.000014350607,0.000049368547,0.00007945057,0.00005144122],"domain_scores_gemma":[0.99967694,0.000065958244,0.000077246594,0.0000122625715,0.00012026293,0.00004739852],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021038498,0.00020420957,0.00020697115,0.00048678543,0.00030213688,0.0005281996,0.0002846943,0.00035464254,0.0006491582],"category_scores_gemma":[0.00048665883,0.00010939127,0.00013068927,0.00036988113,0.00028870662,0.0005027252,0.0003048332,0.00023815787,0.00016667471],"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":[0.00046275553,0.00004197,0.028092554,0.000065987355,0.000017011123,0.0001691241,0.0003395779,0.00029846243,0.9648229,0.000046844278,0.00005560477,0.0055872947],"study_design_scores_gemma":[0.000017483118,0.000760244,0.37603563,0.00002868384,0.00006391889,0.0003024965,0.001406616,0.0036498902,0.615905,0.00012184617,0.001680577,0.000027603348],"about_ca_topic_score_codex":0.006477738,"about_ca_topic_score_gemma":0.014125403,"teacher_disagreement_score":0.006477738,"about_ca_system_score_codex":0.0004107246,"about_ca_system_score_gemma":0.00030517284,"threshold_uncertainty_score":0.012880087},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930025,0.000096726326,0.006041998,0.000012841711,0.000009774855,0.000020341813,0.000030611,0.00004226357,0.00074297254],"genre_scores_gemma":[0.9964283,0.00006238634,0.0032442403,0.0000033131066,0.0000011758383,0.0000043621794,0.00002468003,0.0000041184453,0.00022749054],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996611,0.00004601337,0.000022637401,0.00004408959,0.00016295012,0.000063207845],"domain_scores_gemma":[0.9993112,0.0001892628,0.00010081462,0.00013146146,0.00019635768,0.00007090963],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000390743,0.00040956747,0.000270515,0.00068403804,0.00028534676,0.00034883214,0.00052101887,0.000454552,0.00063197844],"category_scores_gemma":[0.0009294956,0.00018255138,0.00028277503,0.0003882587,0.0004896893,0.00047133313,0.00036571707,0.00027394018,0.00013333556],"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":[0.0004695003,0.00027347854,0.017622413,0.00044930808,0.00005616364,0.0008146182,0.00042305142,0.05693203,0.866333,0.00059213355,0.00015787395,0.055876378],"study_design_scores_gemma":[0.00007161904,0.0058744443,0.07772239,0.00009728519,0.00019534468,0.0011361092,0.00138505,0.16779669,0.74152696,0.00027997262,0.0037983865,0.00011575886],"about_ca_topic_score_codex":0.001798648,"about_ca_topic_score_gemma":0.0031731457,"teacher_disagreement_score":0.001798648,"about_ca_system_score_codex":0.0001724362,"about_ca_system_score_gemma":0.0002927788,"threshold_uncertainty_score":0.0035763383},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9508013,0.00029477896,0.03605802,0.000051921485,0.0000060045963,0.000048108956,0.0001672956,0.000067688365,0.01250499],"genre_scores_gemma":[0.9918275,0.00016899795,0.005730971,0.000008136726,0.0000017990595,0.000018445277,0.00012798297,0.000009549354,0.0021067658],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99959904,0.000078048804,0.000012604778,0.000023174562,0.00025105572,0.000036049823],"domain_scores_gemma":[0.99983644,0.00003541978,0.000028670824,0.00001725987,0.00007094608,0.000011219991],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051924377,0.0003303848,0.00016083817,0.00095023285,0.00025365865,0.00044396162,0.00025913378,0.0003435593,0.0010961989],"category_scores_gemma":[0.00052880996,0.00010343497,0.00025630757,0.0005005092,0.000303701,0.00038927735,0.0006241665,0.00016376081,0.0001740539],"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":[0.00020029812,0.00012166597,0.035787422,0.00018268041,0.00007943645,0.00035794213,0.00017420833,0.58321506,0.17948379,0.006780992,0.0005308172,0.19308566],"study_design_scores_gemma":[0.00003995384,0.0020721832,0.15652162,0.000109087865,0.000094570874,0.00049899484,0.0010175243,0.49377748,0.318788,0.011091357,0.015901737,0.00008746543],"about_ca_topic_score_codex":0.0011297329,"about_ca_topic_score_gemma":0.003984228,"teacher_disagreement_score":0.0011297329,"about_ca_system_score_codex":0.0004440535,"about_ca_system_score_gemma":0.00029087046,"threshold_uncertainty_score":0.0036671162},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.026216593,0.00012674188,0.96781474,0.00015485645,0.000054758704,0.00008299041,0.00017023702,0.00060835405,0.004770647],"genre_scores_gemma":[0.3856561,0.00042697942,0.60440063,0.00018762161,0.00003152148,0.0006238652,0.0004481146,0.00040411952,0.007821021],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998616,0.000032292097,0.000013264752,0.000017848568,0.000059768485,0.000015248689],"domain_scores_gemma":[0.99964774,0.00015252634,0.000040225426,0.000032193817,0.00009923166,0.000027957298],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037299006,0.00065341784,0.00074089284,0.00063997804,0.0006406167,0.0008675911,0.0016899745,0.0020915929,0.0038885027],"category_scores_gemma":[0.0009200186,0.0006335419,0.0007075557,0.00067570794,0.0006292222,0.000729414,0.00093475817,0.0010141811,0.00091265934],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030324632,0.00009989999,0.00053463486,0.000081101396,0.000021462287,0.00009233583,0.00011338087,0.9676586,0.0068160812,0.0075561483,0.00051859446,0.016477378],"study_design_scores_gemma":[0.0000037582415,0.000009598609,0.00004842221,0.0000050398476,0.000002670218,0.000013089773,0.000013392599,0.9983627,0.0004315125,0.00045635956,0.00064898084,0.000004478991],"about_ca_topic_score_codex":0.00873577,"about_ca_topic_score_gemma":0.011487707,"teacher_disagreement_score":0.00873577,"about_ca_system_score_codex":0.00044549225,"about_ca_system_score_gemma":0.0010734868,"threshold_uncertainty_score":0.017369866},"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":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86802894,0.0003254914,0.104136065,0.00021049805,0.000024357601,0.00021455949,0.00079715444,0.00027749408,0.025985442],"genre_scores_gemma":[0.9880574,0.00014661132,0.007603281,0.000010474826,0.0000057131456,0.00013746679,0.00018568666,0.000013813695,0.0038395722],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984694,0.000055762583,0.000007213307,0.000021434273,0.000037468802,0.00003115226],"domain_scores_gemma":[0.9997948,0.00009771775,0.000020791307,0.000018223785,0.000058843594,0.000009715673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037111505,0.0006034652,0.0005977292,0.0005530166,0.00037035532,0.00081672677,0.0007863082,0.0012571454,0.002445196],"category_scores_gemma":[0.00060275843,0.0002389166,0.00084119063,0.00048877666,0.00043361392,0.00047517213,0.0006038725,0.00040606858,0.0002725363],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025118792,0.000045893485,0.0011253216,0.000040057726,0.000009836716,0.00011289608,0.000025872512,0.9915992,0.0018501515,0.0017892548,0.00012216585,0.0032541836],"study_design_scores_gemma":[0.000010202292,0.00006469168,0.0009315887,0.000008039206,0.000011293092,0.000020053894,0.00003429925,0.99668485,0.00074356067,0.0010856738,0.00039917926,0.0000066273788],"about_ca_topic_score_codex":0.01318815,"about_ca_topic_score_gemma":0.00642986,"teacher_disagreement_score":0.01318815,"about_ca_system_score_codex":0.0008863976,"about_ca_system_score_gemma":0.0006664288,"threshold_uncertainty_score":0.026222765},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99874616,0.000032152053,0.0006432858,0.000005577771,0.0000011021202,0.0000018776146,0.000039622675,0.000022253518,0.0005079597],"genre_scores_gemma":[0.9996792,0.000018689247,0.00008689761,0.0000022564557,9.956497e-7,9.1957475e-7,0.000033582462,0.0000029405717,0.00017455925],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998938,0.00001555945,0.0000030144597,0.000020584912,0.000048452457,0.000018724908],"domain_scores_gemma":[0.9997496,0.000116711,0.00006811784,0.000019672381,0.000028487286,0.000017340397],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010123742,0.00011743378,0.00016189244,0.0002608628,0.00010489939,0.00025446675,0.00018333408,0.0002138327,0.00059984275],"category_scores_gemma":[0.00049420854,0.0001328163,0.00011121933,0.00028209967,0.00042456717,0.00022620586,0.00022052307,0.00020479453,0.000108637316],"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":[0.0011001197,0.0001259025,0.115145214,0.00014865928,0.00008395318,0.0024968947,0.0008623533,0.042420104,0.79601276,0.00041817166,0.00035091824,0.04083492],"study_design_scores_gemma":[0.000022791099,0.00090542244,0.84294325,0.000009675165,0.000046578825,0.0010700958,0.00047617315,0.036698963,0.11670156,0.0002111531,0.00086600677,0.00004829516],"about_ca_topic_score_codex":0.0015041248,"about_ca_topic_score_gemma":0.001205313,"teacher_disagreement_score":0.0015041248,"about_ca_system_score_codex":0.0002428109,"about_ca_system_score_gemma":0.000071563205,"threshold_uncertainty_score":0.0029907227},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99290836,0.000042534066,0.0052092737,0.000022732716,0.000007540357,0.000011755108,0.000039845065,0.000032488326,0.0017254652],"genre_scores_gemma":[0.9975273,0.000017683462,0.0021090428,0.0000023527339,8.458308e-7,0.0000063770744,0.000012980827,0.0000030849756,0.00032040483],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988496,0.000032653075,0.000006509884,0.000016295948,0.00003145521,0.000028021328],"domain_scores_gemma":[0.99948704,0.00027402307,0.00009888963,0.0000392741,0.00006639946,0.000034424666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002880682,0.00026503718,0.00034030929,0.00026531224,0.00025801995,0.00036183835,0.00045026446,0.00061889185,0.0010475332],"category_scores_gemma":[0.00074357033,0.00020785099,0.00023372899,0.00025402388,0.0005588063,0.00023262072,0.00025092755,0.0001965858,0.000103566534],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001518821,0.000111858164,0.0034035195,0.000064391446,0.000020304204,0.00027390398,0.00007345631,0.94936067,0.04210068,0.0006656016,0.000085830325,0.0036877992],"study_design_scores_gemma":[0.00002263492,0.00025918256,0.0015716192,0.000009319513,0.000009334554,0.000025807549,0.000045610996,0.9872415,0.010569416,0.0000886635,0.00014798017,0.000008882037],"about_ca_topic_score_codex":0.0021648915,"about_ca_topic_score_gemma":0.0020336688,"teacher_disagreement_score":0.0021648915,"about_ca_system_score_codex":0.00029647024,"about_ca_system_score_gemma":0.00027999064,"threshold_uncertainty_score":0.004304588},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972458,0.000043025946,0.0020811518,0.0000100037505,0.000010306629,0.000021027969,0.00011601108,0.00004538616,0.0004272908],"genre_scores_gemma":[0.99815446,0.00005096639,0.0010303749,0.000015651714,0.0000021728813,0.000013078558,0.00013001126,0.000011193033,0.0005921247],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993818,0.000047664802,0.000027300473,0.00007431563,0.00036702715,0.00010181804],"domain_scores_gemma":[0.9991584,0.00024283677,0.00016991067,0.00007096649,0.00027343782,0.00008439744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026516456,0.00047746862,0.00031811476,0.0002480808,0.00019264824,0.0002921815,0.00034403554,0.00040355252,0.0013865331],"category_scores_gemma":[0.0012631412,0.0002136613,0.00022840976,0.00032420055,0.00037496342,0.00036800522,0.0004931307,0.0004476906,0.00019033326],"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":[0.00036284834,0.00005244193,0.0027839115,0.000060557948,0.0000066562525,0.00035467156,0.00011400688,0.0009387166,0.99220896,0.00003494792,0.000056498455,0.0030257094],"study_design_scores_gemma":[0.000015811222,0.0016616298,0.031906664,0.000008971427,0.000017357052,0.00032783506,0.00025648155,0.004564467,0.96052647,0.000034667006,0.00065654586,0.000023076296],"about_ca_topic_score_codex":0.0027182526,"about_ca_topic_score_gemma":0.0038360676,"teacher_disagreement_score":0.0027182526,"about_ca_system_score_codex":0.00028689485,"about_ca_system_score_gemma":0.0003378842,"threshold_uncertainty_score":0.0054048896},"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":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0048396746,0.00007432761,0.9904005,0.000059129066,0.00003817649,0.000043884662,0.000047843874,0.00031109853,0.004185406],"genre_scores_gemma":[0.37480786,0.00037295007,0.59040666,0.00023108165,0.00006777376,0.000481936,0.00024350417,0.0005449929,0.032843187],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980766,0.00006944028,0.000008146424,0.00001842511,0.00008589355,0.00001049739],"domain_scores_gemma":[0.99964845,0.00016295117,0.000025060539,0.000043904914,0.000107035296,0.000012612676],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005673511,0.00051752594,0.00043152334,0.00033404346,0.00031178005,0.00034356207,0.0012126571,0.00086423056,0.00834204],"category_scores_gemma":[0.0012910701,0.00024644422,0.00039325567,0.00019972817,0.00038377807,0.0011420763,0.0007133975,0.000764685,0.0012958131],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002452041,0.00029613078,0.00068348076,0.0005317648,0.00006508956,0.00036449556,0.00030005013,0.55558014,0.053151645,0.07337368,0.007859987,0.30754837],"study_design_scores_gemma":[0.000016441994,0.000032989105,0.000085269894,0.000009367937,0.0000048991487,0.000039641025,0.000014096455,0.99188966,0.0017266291,0.0025696869,0.003603369,0.000007900197],"about_ca_topic_score_codex":0.0037377118,"about_ca_topic_score_gemma":0.003828315,"teacher_disagreement_score":0.00834204,"about_ca_system_score_codex":0.00024250206,"about_ca_system_score_gemma":0.00053252536,"threshold_uncertainty_score":0.027906835},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.42257687,0.0046319715,0.49356627,0.001930532,0.00043669844,0.0008811032,0.00063745177,0.005004321,0.07033475],"genre_scores_gemma":[0.7791915,0.0026240451,0.18913358,0.00016796043,0.00006643733,0.0002803304,0.000587058,0.00032731929,0.02762173],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9984102,0.00030948874,0.00010820144,0.00026297077,0.0007618613,0.00014730504],"domain_scores_gemma":[0.99682474,0.000972057,0.00028253344,0.0007096701,0.0010809614,0.00012991647],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001539364,0.00069906993,0.0004137738,0.0013813088,0.000946441,0.0023011249,0.001401405,0.001392831,0.007854551],"category_scores_gemma":[0.004507537,0.00047140414,0.0006555901,0.0011393429,0.0009042253,0.002907281,0.0015281287,0.00086468237,0.0018351795],"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":[0.0005283701,0.00036763752,0.015364188,0.0026762527,0.00010256928,0.001275879,0.00716519,0.04455539,0.1793022,0.02156052,0.006347244,0.72075456],"study_design_scores_gemma":[0.00015469952,0.0018297804,0.033309005,0.0017496573,0.0003993653,0.0030132383,0.013365911,0.14302687,0.29413328,0.019927759,0.48878682,0.0003037029],"about_ca_topic_score_codex":0.0039466494,"about_ca_topic_score_gemma":0.0054585086,"teacher_disagreement_score":0.007854551,"about_ca_system_score_codex":0.0008288868,"about_ca_system_score_gemma":0.001426154,"threshold_uncertainty_score":0.026276112},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992131,0.000009547271,0.00008345687,0.000011940179,7.856154e-7,0.0000089129135,0.0002606962,0.0000051354764,0.0004064674],"genre_scores_gemma":[0.9987192,0.000021855582,0.00020925495,0.0000035839216,7.477199e-7,0.0000049939613,0.0005906234,0.000001698789,0.0004481146],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99975926,0.000025241443,0.000017270475,0.00004391179,0.00008164123,0.000072667804],"domain_scores_gemma":[0.9989686,0.00013700558,0.00024121182,0.0000367302,0.00046921126,0.00014724847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036300288,0.00025572954,0.00018600588,0.0010595183,0.00033187575,0.0006660177,0.0003868461,0.0002038831,0.0010743425],"category_scores_gemma":[0.0016407782,0.00012821672,0.00014138398,0.0010874615,0.0002432064,0.00036738758,0.00044145362,0.00018456324,0.00015493228],"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":[0.00008947131,0.00004575028,0.98454607,0.000022080307,0.000018537656,0.0002499705,0.0004051065,0.0061344365,0.002185639,0.0000976234,0.00039230695,0.0058128275],"study_design_scores_gemma":[0.0000023275668,0.00007239564,0.98556626,0.000007993008,0.000007156165,0.000036253972,0.0020388188,0.011401691,0.00043632704,0.000017245446,0.00040923376,0.0000042352567],"about_ca_topic_score_codex":0.3227981,"about_ca_topic_score_gemma":0.56037766,"teacher_disagreement_score":0.67720187,"about_ca_system_score_codex":0.002360827,"about_ca_system_score_gemma":0.0012234073,"threshold_uncertainty_score":0.64183843},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9307651,0.00051435875,0.064596236,0.000053732674,0.000028312808,0.00003495332,0.00008452272,0.00036712617,0.0035557444],"genre_scores_gemma":[0.9941127,0.00012223874,0.0049263625,0.000007900613,0.0000028395864,0.000010618376,0.00003447218,0.000007766185,0.0007751838],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999866,0.000027016402,0.000008818666,0.000013609363,0.00006178964,0.000022825458],"domain_scores_gemma":[0.9996094,0.00013950054,0.00011686404,0.000033158336,0.00005843834,0.00004269097],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023975498,0.00037277216,0.00017632668,0.00038623257,0.00016064949,0.00031678463,0.00038584264,0.00021114059,0.0017137767],"category_scores_gemma":[0.0007347664,0.00015102494,0.00013048643,0.0001992481,0.00022722721,0.00037492716,0.00045489878,0.0001497807,0.00025098186],"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":[0.0008814308,0.00010847642,0.0021025017,0.0002443482,0.000022683747,0.0002949584,0.00013124924,0.052573785,0.8898793,0.002404887,0.0004213634,0.050935064],"study_design_scores_gemma":[0.00005766624,0.0020457574,0.005476086,0.000069598966,0.000054136475,0.000316435,0.00016326297,0.14316751,0.8429545,0.0005340903,0.005124766,0.00003611546],"about_ca_topic_score_codex":0.00037397153,"about_ca_topic_score_gemma":0.0007719598,"teacher_disagreement_score":0.0017137767,"about_ca_system_score_codex":0.00016698967,"about_ca_system_score_gemma":0.00020780819,"threshold_uncertainty_score":0.005733192},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9689744,0.00005306053,0.02958808,0.000009025455,0.0000035348407,0.000014888639,0.0001967304,0.00021907255,0.0009411803],"genre_scores_gemma":[0.9934609,0.000018160094,0.0061109746,0.0000011261795,7.596756e-7,0.000011336067,0.00013288256,0.00000731788,0.00025666234],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997867,0.000028898055,0.000016364907,0.000043998174,0.00009197456,0.00003207233],"domain_scores_gemma":[0.99935883,0.0001884597,0.00014319876,0.00007184662,0.00019033346,0.000047282007],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045052962,0.0003982873,0.00026531046,0.0013905255,0.00024399703,0.0005080013,0.0005555591,0.00042760494,0.0009203934],"category_scores_gemma":[0.0016349622,0.00017246726,0.00023213838,0.0006054423,0.00022236566,0.00044469885,0.0005205731,0.00015956967,0.00030226857],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035734964,0.00008482283,0.24520753,0.00013241351,0.000082982864,0.00059521024,0.00031616082,0.5486408,0.06454049,0.0008008024,0.00047434386,0.13876702],"study_design_scores_gemma":[0.000012776386,0.0002726488,0.20737916,0.000026598756,0.00004531497,0.00023137924,0.00021941589,0.75922334,0.031226201,0.0004151993,0.0008753782,0.000072621486],"about_ca_topic_score_codex":0.0034636918,"about_ca_topic_score_gemma":0.008593863,"teacher_disagreement_score":0.0034636918,"about_ca_system_score_codex":0.00052034936,"about_ca_system_score_gemma":0.00033862574,"threshold_uncertainty_score":0.0068870783},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31337252,0.00038398913,0.6237651,0.0003057042,0.000105589366,0.00029709376,0.0005490328,0.00073909544,0.060481787],"genre_scores_gemma":[0.94788086,0.00017361487,0.044863813,0.000019511139,0.000011522852,0.000102927974,0.00014730486,0.00002821698,0.0067721633],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997745,0.000027042128,0.000009152,0.00002484433,0.000119137636,0.000045290064],"domain_scores_gemma":[0.999861,0.000009684788,0.000023660836,0.0000143940615,0.000067925816,0.000023194742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015220215,0.00037473344,0.00025078238,0.0004681542,0.00053552503,0.00060137926,0.0005826648,0.0005432325,0.0025438224],"category_scores_gemma":[0.00028666708,0.00022642444,0.00026341557,0.00028369855,0.0004445952,0.0002110005,0.00049172423,0.00019121714,0.0006488569],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015389759,0.000044454286,0.003650438,0.00021567478,0.000031204472,0.0011202734,0.00016206624,0.80347306,0.08950503,0.012267727,0.0019081007,0.08746801],"study_design_scores_gemma":[0.00007166684,0.00086460146,0.011258476,0.000073934025,0.00007006732,0.0016842608,0.00044563628,0.91104144,0.026794478,0.0029734739,0.04463641,0.00008564572],"about_ca_topic_score_codex":0.010171107,"about_ca_topic_score_gemma":0.018776566,"teacher_disagreement_score":0.010171107,"about_ca_system_score_codex":0.0004656998,"about_ca_system_score_gemma":0.001813332,"threshold_uncertainty_score":0.020223796},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940678,0.000025864969,0.0051685213,0.000009914275,0.0000033032252,0.000016240852,0.00008351344,0.00006108762,0.0005638666],"genre_scores_gemma":[0.9972057,0.000046529458,0.0021201198,0.0000028481306,8.2587934e-7,0.000010849496,0.000064246786,0.000011259033,0.0005376615],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998548,0.000010783239,0.000011700152,0.000022291353,0.00007704013,0.00002344166],"domain_scores_gemma":[0.9997956,0.000065001375,0.000056833294,0.00003744841,0.000026837522,0.000018284016],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019273256,0.00054021855,0.00024345628,0.0004360286,0.00015088214,0.00045053993,0.00058924785,0.0005681127,0.0008679455],"category_scores_gemma":[0.00042026583,0.00021794802,0.00031040743,0.0003801296,0.0004530715,0.00037713442,0.00030828954,0.00023695742,0.00015954077],"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":[0.00050519523,0.00021602944,0.0121833645,0.00021229034,0.000030210473,0.0012536728,0.00037897902,0.3002755,0.67368627,0.00044359645,0.00014724147,0.010667617],"study_design_scores_gemma":[0.000041721603,0.0008176109,0.03554515,0.000024926152,0.000030400273,0.00022987687,0.00026664243,0.7668694,0.19520403,0.000268821,0.00065815216,0.0000432741],"about_ca_topic_score_codex":0.0042328294,"about_ca_topic_score_gemma":0.0050684744,"teacher_disagreement_score":0.0042328294,"about_ca_system_score_codex":0.00027885073,"about_ca_system_score_gemma":0.00018670029,"threshold_uncertainty_score":0.008416355},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9203194,0.000078363584,0.06941159,0.00016918157,0.000052258878,0.00034041016,0.00020158233,0.00070617616,0.008721139],"genre_scores_gemma":[0.971485,0.00005514962,0.02565109,0.000012960643,0.000009052208,0.000040405623,0.000116863135,0.000018754625,0.0026107368],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981576,0.000020243137,0.000006694004,0.000021119346,0.00009308025,0.000043192318],"domain_scores_gemma":[0.999813,0.000012123439,0.000026055273,0.000039965307,0.000042059444,0.000066749286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001675912,0.00043553443,0.0003415089,0.000559664,0.0008862367,0.0002368987,0.0005443497,0.0004118214,0.0015428029],"category_scores_gemma":[0.00015090157,0.00027387202,0.00037156127,0.00038533576,0.0004242775,0.0002491679,0.00064980035,0.00040574608,0.0005311749],"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":[0.00040329155,0.0006743549,0.027296178,0.00048060683,0.000045784247,0.007535374,0.0006406945,0.044076044,0.76525176,0.0018437534,0.00223326,0.14951883],"study_design_scores_gemma":[0.00039526066,0.008358731,0.24903983,0.00009809555,0.00022801918,0.00931706,0.0018995358,0.13833117,0.54430175,0.0013639099,0.046443287,0.0002232737],"about_ca_topic_score_codex":0.002465865,"about_ca_topic_score_gemma":0.0063784765,"teacher_disagreement_score":0.002465865,"about_ca_system_score_codex":0.00034128595,"about_ca_system_score_gemma":0.0012451605,"threshold_uncertainty_score":0.005161226},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9297469,0.000064032756,0.049895044,0.000047289417,0.00008747649,0.00035248476,0.0005671019,0.0007749859,0.018464655],"genre_scores_gemma":[0.92470926,0.0001043445,0.061324984,0.000024289564,0.000008093846,0.0001660823,0.00089472375,0.00008972559,0.012678578],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997342,0.000018003013,0.000015091308,0.00004124477,0.000132147,0.00005920235],"domain_scores_gemma":[0.99966264,0.000017943483,0.00004387875,0.00006414824,0.000075032585,0.00013636948],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002753025,0.00046095726,0.00025103596,0.0007379087,0.000642017,0.00061611336,0.0008656007,0.000398831,0.005514638],"category_scores_gemma":[0.00038720435,0.00032470596,0.00023696647,0.00064514333,0.00034232784,0.0003453199,0.0012397121,0.0005483232,0.0013507921],"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":[0.001307015,0.0011293304,0.069558,0.00065295456,0.00008493322,0.007545189,0.00094598753,0.051356863,0.609519,0.0083513735,0.005190443,0.24435896],"study_design_scores_gemma":[0.0002704573,0.009036793,0.34941542,0.00030671974,0.00020099158,0.0062336572,0.002591367,0.10157267,0.42342004,0.0023279982,0.10434811,0.0002758718],"about_ca_topic_score_codex":0.0021640407,"about_ca_topic_score_gemma":0.009511617,"teacher_disagreement_score":0.005514638,"about_ca_system_score_codex":0.00031765562,"about_ca_system_score_gemma":0.0011014752,"threshold_uncertainty_score":0.018448353},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79111636,0.0012137217,0.19737503,0.00024974055,0.00012704656,0.0004743109,0.00046672186,0.0031152219,0.0058618165],"genre_scores_gemma":[0.9389405,0.00037827532,0.046631467,0.00005459503,0.00001113617,0.00017488498,0.00032455826,0.00004569558,0.013438892],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99942076,0.000057218265,0.000037307313,0.0001217068,0.00026789456,0.00009507334],"domain_scores_gemma":[0.99936277,0.00010453851,0.00006649626,0.00009889921,0.00026513665,0.00010217552],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00073995366,0.000651343,0.000757066,0.0007373994,0.0011156168,0.0009482946,0.00075221405,0.00097467,0.0041649626],"category_scores_gemma":[0.0010188858,0.00036539647,0.00032364286,0.00063032995,0.00044070015,0.00079503,0.0006960881,0.0004354707,0.0009160278],"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":[0.0012135818,0.0003729181,0.012773681,0.0007852573,0.00008450488,0.0005482984,0.0007764009,0.09113651,0.7159291,0.0032192017,0.00186498,0.17129551],"study_design_scores_gemma":[0.00029037995,0.0030600904,0.036861856,0.00017196027,0.0001454137,0.000763819,0.00052404054,0.25182575,0.6657094,0.0018062629,0.0386816,0.00015946402],"about_ca_topic_score_codex":0.012129548,"about_ca_topic_score_gemma":0.016142767,"teacher_disagreement_score":0.012129548,"about_ca_system_score_codex":0.000989599,"about_ca_system_score_gemma":0.0010631067,"threshold_uncertainty_score":0.024117887},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6960395,0.00042588814,0.2902715,0.00010983841,0.000037495833,0.000047218346,0.0001476582,0.00027519494,0.012645723],"genre_scores_gemma":[0.9812899,0.00018601691,0.016876183,0.000010168336,0.000009787396,0.000011331728,0.00005255843,0.000015514624,0.0015484855],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981695,0.00003348021,0.000006292306,0.000031269134,0.00008670138,0.000025415227],"domain_scores_gemma":[0.9998066,0.00005362286,0.000033150583,0.000025712681,0.00006939724,0.000011655554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021146798,0.0004407867,0.0003868197,0.00067380513,0.00026932274,0.0005152281,0.00038773255,0.0005022867,0.0015455052],"category_scores_gemma":[0.00046699136,0.00016632021,0.00044344203,0.00046177598,0.00048701058,0.00037024345,0.00021737294,0.00022155048,0.00021033426],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011895108,0.000108078675,0.0076786606,0.00032316035,0.00006386032,0.001195889,0.00013917549,0.75955886,0.17500687,0.015905442,0.0003724515,0.039528616],"study_design_scores_gemma":[0.0000048067914,0.00011333803,0.0047046775,0.000013734287,0.000015087013,0.0002839682,0.00010389299,0.98159087,0.011195246,0.000980532,0.0009811514,0.0000127254425],"about_ca_topic_score_codex":0.0019720541,"about_ca_topic_score_gemma":0.002062615,"teacher_disagreement_score":0.0019720541,"about_ca_system_score_codex":0.00023579206,"about_ca_system_score_gemma":0.00042404805,"threshold_uncertainty_score":0.0051702857},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960377,0.000027399314,0.002618075,0.000022850212,0.000008491976,0.000025997046,0.00014313016,0.00005730507,0.0010589359],"genre_scores_gemma":[0.9979253,0.000031959422,0.0014069845,0.0000069729376,0.0000014229154,0.000032566648,0.00012051035,0.0000079260535,0.00046631534],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999019,0.000016334268,0.0000057568413,0.00001783387,0.000022454866,0.00003583435],"domain_scores_gemma":[0.99942386,0.0003037532,0.00008280734,0.000044196317,0.00008859589,0.000056755034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025814987,0.00040205824,0.00043500005,0.00027023864,0.00026452067,0.00034724368,0.0006378323,0.00059091626,0.0017035682],"category_scores_gemma":[0.00089889247,0.00025463276,0.00039785737,0.00021192213,0.00048784155,0.00037383486,0.00030971423,0.00043241153,0.00013313927],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026141232,0.0002892729,0.0039373827,0.000049310445,0.000017221666,0.00015087843,0.000045648565,0.97459716,0.017244799,0.0003543343,0.00016413897,0.0028885333],"study_design_scores_gemma":[0.00005432076,0.0003588564,0.0014551707,0.0000038191283,0.000010883233,0.000013576047,0.000046775738,0.984356,0.013405955,0.00014223212,0.00014294918,0.000009435096],"about_ca_topic_score_codex":0.0057230927,"about_ca_topic_score_gemma":0.005385104,"teacher_disagreement_score":0.0057230927,"about_ca_system_score_codex":0.00045036388,"about_ca_system_score_gemma":0.0004319571,"threshold_uncertainty_score":0.01137954},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.015956936,0.00007560459,0.98127997,0.00007257652,0.00001577761,0.000033361215,0.000011869811,0.00007785626,0.002476081],"genre_scores_gemma":[0.7471189,0.00035250472,0.24955988,0.00004646887,0.000022441303,0.0001270481,0.000032261465,0.000051416293,0.0026892095],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997261,0.00006475278,0.000017208988,0.0000421411,0.000115825445,0.000033961842],"domain_scores_gemma":[0.9997228,0.00010878682,0.00005668242,0.000027442782,0.00006986187,0.0000144460855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004659875,0.0004885312,0.00039207056,0.00040236514,0.0002882267,0.00079660927,0.0005833669,0.00054985145,0.0015668082],"category_scores_gemma":[0.0012360752,0.00036907048,0.00033058802,0.00028219275,0.00073027506,0.00054774416,0.0005427925,0.00048709902,0.00022843826],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043270593,0.00003556607,0.0008336128,0.00011564185,0.000012075051,0.000084441665,0.00010508314,0.8893678,0.02486173,0.031135332,0.00027244227,0.05313295],"study_design_scores_gemma":[0.000030098485,0.00021248817,0.00043192675,0.000026391685,0.000015353287,0.000094143965,0.00008190282,0.96717036,0.008331313,0.016024467,0.007563299,0.000018327593],"about_ca_topic_score_codex":0.0009371468,"about_ca_topic_score_gemma":0.0016603051,"teacher_disagreement_score":0.0015668082,"about_ca_system_score_codex":0.0005134999,"about_ca_system_score_gemma":0.00095767895,"threshold_uncertainty_score":0.0052414536},"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":"review","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0024940164,0.5614477,0.0046045133,0.065325566,0.25115958,0.000086144675,0.0027625868,0.0001899378,0.11193003],"genre_scores_gemma":[0.018702438,0.39687595,0.0051044654,0.00957668,0.074418284,0.00006629619,0.0041568684,0.00031962997,0.49077937],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9976273,0.00017908325,0.00016499149,0.00030839053,0.0013984244,0.00032176168],"domain_scores_gemma":[0.99584794,0.0005773886,0.0003714972,0.0001738992,0.0022889138,0.0007403579],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0027391464,0.0017784161,0.0018524473,0.0063004675,0.0014891487,0.008782848,0.0015756576,0.005026024,0.032359067],"category_scores_gemma":[0.0041986736,0.00063959515,0.0008767123,0.010494893,0.0010170019,0.006334358,0.0024117553,0.002359856,0.012923927],"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":[0.00012252656,0.000053289506,0.00028475566,0.0009402674,0.000027125681,0.00012910514,0.00006226872,0.00054638286,0.0004204873,0.011848113,0.8259422,0.15962343],"study_design_scores_gemma":[0.00000931624,0.000025646028,0.00049097725,0.00048686154,0.000019837398,0.000078012774,0.00008762835,0.00014042835,0.0006047172,0.0026108315,0.99543506,0.000010598455],"about_ca_topic_score_codex":0.0040084613,"about_ca_topic_score_gemma":0.010554248,"teacher_disagreement_score":0.032359067,"about_ca_system_score_codex":0.004806319,"about_ca_system_score_gemma":0.007142921,"threshold_uncertainty_score":0.10825187},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93735045,0.00008021559,0.04607212,0.000093945244,0.00002644397,0.00040934962,0.000384621,0.0004894989,0.015093273],"genre_scores_gemma":[0.9315372,0.00006491008,0.052458104,0.000023831624,0.000004952867,0.00017066268,0.0006960537,0.00008739004,0.014956822],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99967337,0.000049695507,0.000009888839,0.00003072482,0.000189432,0.00004681073],"domain_scores_gemma":[0.9998149,0.000014038324,0.00001444794,0.000021851929,0.00008592064,0.000048801023],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006724932,0.00033560582,0.0002075666,0.0004529752,0.0005750481,0.0005427625,0.0006913162,0.00041694217,0.0028834091],"category_scores_gemma":[0.00042040547,0.0001603104,0.00016450859,0.00021653602,0.00031994944,0.00023526925,0.00045426266,0.00018772276,0.0003992932],"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":[0.0007990008,0.0010859349,0.04923534,0.0002894508,0.000059477974,0.001419988,0.0010928323,0.15935372,0.5124556,0.008361958,0.011207231,0.25463957],"study_design_scores_gemma":[0.0006839729,0.010032188,0.13150842,0.00008799157,0.00017893287,0.0010026088,0.00140149,0.4519766,0.304518,0.0016010844,0.09689138,0.000117409],"about_ca_topic_score_codex":0.017917672,"about_ca_topic_score_gemma":0.08958046,"teacher_disagreement_score":0.017917672,"about_ca_system_score_codex":0.0010393586,"about_ca_system_score_gemma":0.002303576,"threshold_uncertainty_score":0.03562677},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998298,0.00002554605,0.0012507013,0.000007782951,0.0000010359678,0.0000021405017,0.00001976559,0.000015568836,0.00037943866],"genre_scores_gemma":[0.9993961,0.000022821345,0.00026744275,0.0000016743292,5.826134e-7,0.0000026961054,0.000026039243,0.0000031477464,0.00027944168],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9999443,0.00000485492,0.0000028354493,0.0000163602,0.000017552302,0.000014121329],"domain_scores_gemma":[0.99984217,0.000020923975,0.000074244424,0.000012828525,0.000018658293,0.000031045045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000711117,0.00016716062,0.00019500678,0.00030037228,0.00019859525,0.00038988213,0.00025270638,0.00029953007,0.0011651358],"category_scores_gemma":[0.0005151964,0.00015708088,0.00014734843,0.00011929628,0.00053680746,0.00025593053,0.0004001767,0.00016657238,0.00021857816],"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":[0.0005668186,0.00009230585,0.060296513,0.00013200002,0.000079591504,0.0027319274,0.0006281264,0.1778115,0.73110044,0.0056087305,0.00031755306,0.02063442],"study_design_scores_gemma":[0.0000729306,0.0011843184,0.19013025,0.000038544997,0.000043286826,0.0014264995,0.0014693518,0.71722454,0.08072951,0.0054491614,0.0021337788,0.00009780304],"about_ca_topic_score_codex":0.0013451851,"about_ca_topic_score_gemma":0.0008939476,"teacher_disagreement_score":0.0013451851,"about_ca_system_score_codex":0.00019972114,"about_ca_system_score_gemma":0.00012329037,"threshold_uncertainty_score":0.0038977265},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999723,0.000023831866,0.000061429935,0.0000043068726,0.0000014853623,0.0000031639897,0.00004689934,0.0000071860077,0.00012868734],"genre_scores_gemma":[0.99877626,0.000026311947,0.00011645658,0.000005756215,9.642756e-7,0.000004166749,0.00026570907,0.000003791351,0.0008005818],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99964523,0.000035710367,0.000019530955,0.000071263945,0.00014167932,0.00008653022],"domain_scores_gemma":[0.99930835,0.00005146608,0.00006873249,0.000065461456,0.0003582816,0.00014760256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005398891,0.00038128791,0.00037796044,0.00041906902,0.00086550834,0.0004964449,0.00045419944,0.00055984966,0.00067997153],"category_scores_gemma":[0.0008121135,0.00018375338,0.00027017426,0.00028758467,0.00042243436,0.00039416394,0.0006013849,0.00038099213,0.0003688067],"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":[0.0033006293,0.00390846,0.22828557,0.00016729879,0.0002931356,0.0015210068,0.0013575442,0.018162236,0.685966,0.00012505557,0.0007244135,0.05618868],"study_design_scores_gemma":[0.00007714381,0.023765085,0.7330837,0.00003967378,0.00020625822,0.0005307184,0.0012116084,0.013687093,0.22477841,0.000083468054,0.0024448812,0.000091945774],"about_ca_topic_score_codex":0.026530925,"about_ca_topic_score_gemma":0.06257834,"teacher_disagreement_score":0.026530925,"about_ca_system_score_codex":0.0009846753,"about_ca_system_score_gemma":0.000610645,"threshold_uncertainty_score":0.05275297},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006482332,0.00033864012,0.99083495,0.00010044226,0.00005669865,0.000022271499,0.000015906648,0.00031904568,0.0018296825],"genre_scores_gemma":[0.2535349,0.0009601616,0.74153996,0.0000958104,0.000079526784,0.00018595964,0.00012939828,0.00024433073,0.0032298767],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99950993,0.00015212313,0.000026283582,0.00007454564,0.0002094342,0.000027555465],"domain_scores_gemma":[0.9991934,0.0003477865,0.00004996573,0.00021246,0.00017062298,0.000025854726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007734298,0.00046176385,0.0005630232,0.0003527016,0.00048761765,0.00056170515,0.0008320744,0.0005555477,0.0015342947],"category_scores_gemma":[0.0023982807,0.00028960753,0.00049982226,0.0008579195,0.00069136824,0.000857062,0.0007495118,0.00061102427,0.00044417116],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015280415,0.000076393655,0.0010517576,0.00025357632,0.00006475103,0.00021382673,0.0002017898,0.64207584,0.017913643,0.11257282,0.0025354668,0.22288723],"study_design_scores_gemma":[0.000019836685,0.000030422849,0.00019393706,0.000008920474,0.000008992986,0.000051278592,0.000011356193,0.9632608,0.0035374556,0.028158732,0.0047091083,0.000009216157],"about_ca_topic_score_codex":0.0017845852,"about_ca_topic_score_gemma":0.001388401,"teacher_disagreement_score":0.0017845852,"about_ca_system_score_codex":0.00039387622,"about_ca_system_score_gemma":0.0006432174,"threshold_uncertainty_score":0.005132675},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7857746,0.0003078785,0.2059341,0.00006609335,0.000051483028,0.000079009515,0.00080410973,0.0024117879,0.004570965],"genre_scores_gemma":[0.9708902,0.00006711051,0.027402768,0.000016554937,0.0000055520986,0.000057060115,0.0004780529,0.000111737245,0.0009709215],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99706715,0.00064196525,0.00015613202,0.00044021613,0.0015431717,0.00015129386],"domain_scores_gemma":[0.99563473,0.0011702675,0.0005916357,0.0008850633,0.0016600271,0.000058285965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024105029,0.000701553,0.00036686906,0.0015475632,0.00023848623,0.0003153828,0.0006428849,0.00061033893,0.001079542],"category_scores_gemma":[0.009817601,0.00026168037,0.00039159,0.000673547,0.0003018179,0.0004948647,0.000475677,0.00041165142,0.00070678233],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00089842424,0.00021132026,0.121670656,0.00030896236,0.00008987777,0.0005028426,0.00073418143,0.35595542,0.28240812,0.0015699683,0.0022229683,0.23342729],"study_design_scores_gemma":[0.00009359275,0.0013168765,0.11882018,0.000105679916,0.000042433585,0.00082871865,0.00019608354,0.44631052,0.42262903,0.0016782834,0.0078090983,0.00016942126],"about_ca_topic_score_codex":0.0014108771,"about_ca_topic_score_gemma":0.0013229538,"teacher_disagreement_score":0.0024105029,"about_ca_system_score_codex":0.000705045,"about_ca_system_score_gemma":0.00023185613,"threshold_uncertainty_score":0.012748122},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31353056,0.00034111622,0.6466145,0.00042614448,0.00018187676,0.000497375,0.0020123506,0.0022403807,0.034155693],"genre_scores_gemma":[0.89355874,0.00029786676,0.097055204,0.000048798272,0.0000245979,0.0002920821,0.0005938532,0.00009960232,0.008029161],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998679,0.000032466338,0.000008879172,0.0000214484,0.000053569103,0.000015761292],"domain_scores_gemma":[0.99982697,0.00004863778,0.000029652903,0.000034508827,0.00003980102,0.000020450074],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017767616,0.0005205736,0.00034213375,0.00040354,0.00045833472,0.0009311705,0.00064774853,0.0008328168,0.002531853],"category_scores_gemma":[0.0005216587,0.0002507922,0.0005520744,0.00035175972,0.00044893782,0.00056568533,0.00059995684,0.0005584198,0.00047842195],"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":[0.00007104701,0.000113706825,0.0011301535,0.000062456005,0.000017527373,0.0002611368,0.000031987256,0.9561134,0.022751043,0.010966079,0.0006095358,0.007871965],"study_design_scores_gemma":[0.000021200722,0.000044141245,0.00037758672,0.000012322125,0.0000087910375,0.000022804612,0.000020513571,0.98948264,0.0055256756,0.0019264546,0.0025444506,0.0000133485255],"about_ca_topic_score_codex":0.008812047,"about_ca_topic_score_gemma":0.0055440594,"teacher_disagreement_score":0.008812047,"about_ca_system_score_codex":0.0004738814,"about_ca_system_score_gemma":0.00079103425,"threshold_uncertainty_score":0.0175215},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975127,0.000019298051,0.0019710255,0.0000032359033,7.9349076e-7,0.000002311815,0.000015195685,0.000027581853,0.00044782323],"genre_scores_gemma":[0.99955064,0.000010585247,0.00028155718,0.0000011056999,3.8342358e-7,0.000002234777,0.000024912879,0.0000037562672,0.00012489436],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998,0.00003020414,0.000014008825,0.000023584984,0.00008588233,0.000046242778],"domain_scores_gemma":[0.9992737,0.00021361813,0.00014265635,0.00010029377,0.00020327268,0.000066413784],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041498334,0.00021989278,0.00016412974,0.00055890885,0.00014215887,0.00031903049,0.00027956866,0.00027932224,0.00062579353],"category_scores_gemma":[0.0012230957,0.00020948124,0.00016932952,0.0001893287,0.00031290684,0.00031365952,0.00026048554,0.00014674019,0.00015134786],"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":[0.00096366944,0.00025187788,0.124576755,0.00010458608,0.00006017047,0.0007472203,0.0010139252,0.14028794,0.66320723,0.0023004527,0.0002007864,0.0662854],"study_design_scores_gemma":[0.000033456276,0.0018324993,0.29596537,0.000041412943,0.000033132346,0.000424994,0.0008742002,0.28970847,0.40888888,0.0013504982,0.0007694019,0.0000776789],"about_ca_topic_score_codex":0.00073674263,"about_ca_topic_score_gemma":0.0011923148,"teacher_disagreement_score":0.00073674263,"about_ca_system_score_codex":0.00013979808,"about_ca_system_score_gemma":0.000097990946,"threshold_uncertainty_score":0.002194643},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.64409006,0.00019746553,0.34526622,0.0001031509,0.00006087035,0.0002637625,0.00018989967,0.00087679096,0.00895174],"genre_scores_gemma":[0.90899444,0.000127721,0.0868407,0.000014886833,0.00000704039,0.00016317284,0.00012524791,0.000053371416,0.003673394],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996146,0.000075509924,0.000037785667,0.000050644852,0.00013289295,0.00008854454],"domain_scores_gemma":[0.9998011,0.000030195706,0.000040647876,0.000036121335,0.000053153133,0.000038757193],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000652712,0.0004883352,0.00047557725,0.0007458207,0.00042224536,0.0008737086,0.00094804086,0.00087261735,0.0012122414],"category_scores_gemma":[0.00039258425,0.00034661408,0.0005293291,0.00032490355,0.00049125525,0.0002944539,0.0006194814,0.00028985672,0.0005810617],"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":[0.0005237056,0.00031377544,0.011200033,0.00068372197,0.00010540102,0.0034670234,0.0005665328,0.41341457,0.44799712,0.010753402,0.0012264927,0.10974821],"study_design_scores_gemma":[0.00028941876,0.009371979,0.048728164,0.0002675127,0.00040609823,0.003540311,0.0014116229,0.56640416,0.3290321,0.0041804723,0.0361033,0.0002648155],"about_ca_topic_score_codex":0.0007497318,"about_ca_topic_score_gemma":0.0013655755,"teacher_disagreement_score":0.0012122414,"about_ca_system_score_codex":0.0002564315,"about_ca_system_score_gemma":0.00089862366,"threshold_uncertainty_score":0.004055321},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99873453,0.00017508419,0.00046596685,0.0000061657674,0.000001628542,0.000013638932,0.000051618837,0.0000036268805,0.00054782233],"genre_scores_gemma":[0.9962121,0.00043527814,0.0018370803,0.000009218644,0.000001124487,0.000010768296,0.0001241544,0.0000050036892,0.0013652908],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9994997,0.00011011661,0.000025276462,0.000050246006,0.00025421378,0.00006041793],"domain_scores_gemma":[0.99976104,0.000045875695,0.00006541452,0.000012182773,0.000087488654,0.000028023254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004796896,0.00051770185,0.00030661965,0.0007850545,0.00030472543,0.00085356727,0.0003149531,0.00045418664,0.00096038677],"category_scores_gemma":[0.00039522198,0.00015432468,0.00033233548,0.0004029634,0.00025722437,0.00034989495,0.0005845588,0.00022776928,0.00023663547],"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":[0.0012837057,0.00023539027,0.11330955,0.00063977775,0.00018540066,0.0010462588,0.00042733402,0.016315224,0.82057774,0.00020079559,0.00012825243,0.045650654],"study_design_scores_gemma":[0.000025219013,0.006922296,0.28316212,0.0001325418,0.000315678,0.00071157864,0.0030431603,0.01474582,0.68607736,0.00023842855,0.004561716,0.000064055996],"about_ca_topic_score_codex":0.0061035817,"about_ca_topic_score_gemma":0.019947974,"teacher_disagreement_score":0.0061035817,"about_ca_system_score_codex":0.00059837213,"about_ca_system_score_gemma":0.00055307295,"threshold_uncertainty_score":0.012136102},"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":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0001888756,0.0030466772,0.0003067204,0.027794048,0.9620107,0.000050265066,0.00070807105,0.00029687167,0.005597822],"genre_scores_gemma":[0.011790242,0.018414974,0.001985931,0.12898427,0.34629765,0.0004450156,0.0021572502,0.00092112605,0.48900357],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99627775,0.00041009087,0.00057396473,0.00065448834,0.0016563537,0.00042731143],"domain_scores_gemma":[0.98412275,0.0019850808,0.00042393786,0.00077190064,0.012061892,0.0006344609],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019625889,0.004464782,0.0039317566,0.005510246,0.0061339135,0.0041578547,0.0054847966,0.009918454,0.06176865],"category_scores_gemma":[0.0165951,0.0016964724,0.0037970757,0.0042675557,0.0021971515,0.0019983954,0.0023476912,0.0064057326,0.033769887],"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":[0.000024478442,0.000009915098,0.000048850066,0.0001138899,0.0000062295526,0.00012319403,0.000007223224,0.000047436908,0.00004241937,0.00015339526,0.9941636,0.0052594375],"study_design_scores_gemma":[0.00006457143,0.00009710372,0.0056095314,0.00048484313,0.00014849313,0.00036108855,0.00017542797,0.00055332255,0.0007956557,0.0014370154,0.9901715,0.000101489444],"about_ca_topic_score_codex":0.1560825,"about_ca_topic_score_gemma":0.2039118,"teacher_disagreement_score":0.1560825,"about_ca_system_score_codex":0.005186132,"about_ca_system_score_gemma":0.005507197,"threshold_uncertainty_score":0.31034803},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9290914,0.0012401742,0.04560554,0.00005196136,0.00007521628,0.000091007016,0.00014784567,0.00035111688,0.02334572],"genre_scores_gemma":[0.9909032,0.00024059834,0.0059217564,0.000006097419,0.0000031805444,0.000013921635,0.0000711573,0.000027588589,0.0028124063],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994286,0.00012571065,0.000035202276,0.000055050794,0.0002857955,0.00006967951],"domain_scores_gemma":[0.99929273,0.00016127664,0.00009594874,0.00012393644,0.00024859712,0.000077527046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044760678,0.00035534156,0.00032775485,0.001286763,0.00025255248,0.0007803455,0.0009063938,0.0005805582,0.0032251533],"category_scores_gemma":[0.0015095378,0.00021922559,0.00036046837,0.0005428761,0.0003352536,0.00059072784,0.0004410868,0.00021405566,0.00067865796],"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":[0.0020577358,0.00048409717,0.012468212,0.0008712017,0.00016985065,0.0010777853,0.00025583804,0.5490599,0.14572883,0.014036976,0.00142008,0.2723695],"study_design_scores_gemma":[0.00014161385,0.0046532433,0.05571667,0.00015156568,0.0003255495,0.0013558011,0.0007603647,0.6523325,0.24756162,0.004787892,0.032104187,0.00010901511],"about_ca_topic_score_codex":0.0020395147,"about_ca_topic_score_gemma":0.0062777926,"teacher_disagreement_score":0.0032251533,"about_ca_system_score_codex":0.0005884669,"about_ca_system_score_gemma":0.00041908005,"threshold_uncertainty_score":0.010789216},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972133,0.00003307693,0.002108209,0.0000037999293,0.0000028136096,0.0000038338108,0.000005833978,0.0000189838,0.0006102231],"genre_scores_gemma":[0.99964833,0.00001726556,0.00021360815,7.300195e-7,2.2380827e-7,8.484639e-7,0.0000019423737,0.0000010310733,0.000115933566],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999343,0.000011682194,0.0000052186197,0.000011046343,0.000015691397,0.00002191799],"domain_scores_gemma":[0.99984896,0.000024750567,0.000048531634,0.000016940456,0.000029709261,0.000031166794],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016097473,0.00029725223,0.00020636305,0.00030415395,0.00022635795,0.00044057707,0.00017341494,0.00018291552,0.0012405892],"category_scores_gemma":[0.00045495667,0.00016396237,0.00012952024,0.00011654768,0.0005930733,0.00018717673,0.00044622607,0.00008716305,0.00014754372],"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":[0.0007460718,0.00007542427,0.03440933,0.00019125255,0.00004942893,0.001333381,0.0004660617,0.22762768,0.6999269,0.002519973,0.00012436048,0.032530118],"study_design_scores_gemma":[0.00012037656,0.0023164353,0.095583186,0.00008753973,0.00018506606,0.00079333823,0.0024434372,0.6111907,0.28328013,0.0016164555,0.0022827645,0.00010055344],"about_ca_topic_score_codex":0.0020018048,"about_ca_topic_score_gemma":0.0030631982,"teacher_disagreement_score":0.0020018048,"about_ca_system_score_codex":0.00025006512,"about_ca_system_score_gemma":0.00023831891,"threshold_uncertainty_score":0.004150152},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984487,0.00004703598,0.00061461,0.0000034284947,0.0000015654769,0.000010969383,0.00021370024,0.000023275863,0.0006366776],"genre_scores_gemma":[0.9990108,0.00002058137,0.00048037985,0.0000056438203,6.3576044e-7,0.0000072330827,0.00020076755,0.00000670845,0.0002672237],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99946636,0.00009163486,0.00005562591,0.000102739774,0.00023497416,0.00004866709],"domain_scores_gemma":[0.99847656,0.00041388854,0.00035036265,0.00017986445,0.00048507977,0.000094261246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006289911,0.0002056667,0.00019955894,0.0005784431,0.00017254129,0.0002811055,0.00027725936,0.00023805685,0.0007833533],"category_scores_gemma":[0.001496406,0.00015858404,0.00015196795,0.00066916295,0.00026386802,0.00021202318,0.00016986512,0.00021722462,0.00018867347],"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":[0.0012494423,0.00030019303,0.0881591,0.000050579954,0.00004281426,0.000108697626,0.00013620636,0.0023926427,0.89280945,0.00007136107,0.00011612202,0.014563486],"study_design_scores_gemma":[0.000016546921,0.0024981485,0.4635971,0.0000073397605,0.000040909483,0.00022814485,0.00021939902,0.0044028866,0.52801955,0.00006674078,0.0008843872,0.000018863704],"about_ca_topic_score_codex":0.0033422129,"about_ca_topic_score_gemma":0.008313117,"teacher_disagreement_score":0.0033422129,"about_ca_system_score_codex":0.00031877478,"about_ca_system_score_gemma":0.00026377547,"threshold_uncertainty_score":0.0066455007},"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":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9103617,0.006822703,0.008568776,0.009126817,0.00043343488,0.00009550812,0.0005092321,0.00006232561,0.064019516],"genre_scores_gemma":[0.9899939,0.0035107331,0.00059149426,0.00044577534,0.0003783892,0.000015931842,0.00013457239,0.000011890935,0.0049174326],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996026,0.0000379593,0.000018484896,0.00006246315,0.00011791524,0.00016053916],"domain_scores_gemma":[0.99902093,0.00056221854,0.00003979936,0.000054603595,0.00023131083,0.00009123571],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006870476,0.00044149402,0.0004647417,0.0010739639,0.0012276612,0.0021231307,0.00232299,0.0017374685,0.00926645],"category_scores_gemma":[0.002886862,0.00014813367,0.0007859916,0.0010402952,0.0023670322,0.0029779163,0.0013803705,0.0010775651,0.00049229566],"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":[0.0047224737,0.0012553226,0.16744483,0.004456638,0.0004794203,0.027075013,0.014653363,0.037649013,0.16625617,0.2524145,0.016231006,0.3073622],"study_design_scores_gemma":[0.00046677224,0.0022267662,0.5355395,0.00068831316,0.0006224559,0.007796527,0.048079118,0.040609155,0.17955291,0.08880407,0.0952486,0.00036587633],"about_ca_topic_score_codex":0.04525787,"about_ca_topic_score_gemma":0.022966342,"teacher_disagreement_score":0.04525787,"about_ca_system_score_codex":0.0012885057,"about_ca_system_score_gemma":0.00096746784,"threshold_uncertainty_score":0.08998889},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974022,0.00011969486,0.00053122814,0.000006330408,0.000002681312,0.0000070171945,0.00004509487,0.000028176943,0.0018575974],"genre_scores_gemma":[0.99717414,0.00009776247,0.0003287166,0.000007361494,0.0000015603042,0.0000051173533,0.000114207774,0.000016429623,0.0022546255],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999887,0.0000131990655,0.0000067615956,0.000022540908,0.000037331552,0.000033168686],"domain_scores_gemma":[0.99916077,0.00024583883,0.00014817166,0.00010045799,0.000196594,0.00014807857],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019491756,0.0001769664,0.00010996839,0.0005415814,0.00016924026,0.0003997205,0.000191165,0.00020517115,0.0029819852],"category_scores_gemma":[0.00067116943,0.00015855864,0.00011076612,0.00022878246,0.00038222957,0.00046552822,0.00030272885,0.00022013507,0.0005866572],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00056566804,0.00007815217,0.015053353,0.000053239168,0.0000125439165,0.00041098296,0.00060368166,0.0009989253,0.96748525,0.00043963405,0.000100466576,0.014198005],"study_design_scores_gemma":[0.0000338027,0.0025515924,0.43794775,0.00004824277,0.000036364956,0.0008577495,0.0022659241,0.00791509,0.54243094,0.0004053631,0.0054783546,0.000028843635],"about_ca_topic_score_codex":0.0012857094,"about_ca_topic_score_gemma":0.0026666818,"teacher_disagreement_score":0.99871427,"about_ca_system_score_codex":0.00016871677,"about_ca_system_score_gemma":0.000090058464,"threshold_uncertainty_score":0.009975731},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99892503,0.000009630677,0.00073219737,0.0000017773114,0.000002289732,0.0000023437835,0.000029055182,0.000028763327,0.00026892172],"genre_scores_gemma":[0.9989453,0.000010601024,0.00047975025,0.0000016046113,4.5301334e-7,0.0000035468236,0.000075660624,0.000007116431,0.00047599408],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997081,0.000026797708,0.000017311655,0.000053166747,0.000109738015,0.00008489712],"domain_scores_gemma":[0.99934906,0.000111880785,0.00016578154,0.00010508062,0.00013454161,0.00013359444],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003743266,0.00039555068,0.00030443157,0.0004116138,0.0003227308,0.0005161099,0.00038430197,0.000522481,0.0013361883],"category_scores_gemma":[0.0009346677,0.00025530785,0.00025519053,0.00021851316,0.00054171233,0.00027532558,0.0005395393,0.0002889272,0.00037396708],"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":[0.0009083679,0.00011418934,0.034444757,0.000043024324,0.000026854159,0.0012523755,0.00026828062,0.05622192,0.89714634,0.0003462571,0.000110813824,0.009116775],"study_design_scores_gemma":[0.000057812613,0.0034015225,0.17424087,0.00004352229,0.000054248634,0.0005830053,0.0009190191,0.1252016,0.69375813,0.00035472657,0.0012944887,0.00009108576],"about_ca_topic_score_codex":0.0011290244,"about_ca_topic_score_gemma":0.0014782127,"teacher_disagreement_score":0.0013361883,"about_ca_system_score_codex":0.00025470924,"about_ca_system_score_gemma":0.00033496573,"threshold_uncertainty_score":0.0044699907},"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 sécurité routière - 2015 Congrès 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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99960977,0.00003301465,0.00022365937,0.0000017741996,0.0000018068699,0.0000046452633,0.000026508269,0.0000079951715,0.00009087064],"genre_scores_gemma":[0.99911374,0.000046166057,0.00039752756,0.0000056461463,0.0000011983692,0.0000046983373,0.00006134012,0.0000040739014,0.00036558014],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99958426,0.0000612193,0.000024518298,0.00010301602,0.00013479612,0.00009225388],"domain_scores_gemma":[0.9992636,0.00019785434,0.00016894256,0.00010301549,0.00015926952,0.000107347514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032486976,0.0004850245,0.00036296275,0.00031893226,0.00026130964,0.00026720142,0.00032440986,0.00043448698,0.0019205841],"category_scores_gemma":[0.0006672229,0.0002070499,0.00033936583,0.00017898154,0.00028650422,0.00023510668,0.00039086703,0.00023757228,0.00020663496],"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":[0.0016839205,0.00036439675,0.008439854,0.0001135728,0.000043593347,0.00020033155,0.00008487751,0.0054935436,0.9770946,0.000016938211,0.000039500927,0.006424913],"study_design_scores_gemma":[0.000039850613,0.021830715,0.08001438,0.0000109676275,0.000103766004,0.00029006,0.0002502272,0.0044984943,0.89230555,0.000032127125,0.0005908283,0.000032963486],"about_ca_topic_score_codex":0.0011069451,"about_ca_topic_score_gemma":0.0027762703,"teacher_disagreement_score":0.9988931,"about_ca_system_score_codex":0.00020399764,"about_ca_system_score_gemma":0.00014746227,"threshold_uncertainty_score":0.0064249635},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96573526,0.00012222597,0.023479475,0.00016762197,0.00004235973,0.000062597064,0.00026636818,0.00027042252,0.009853701],"genre_scores_gemma":[0.9944078,0.00005019009,0.003912902,0.000014029902,0.0000034490884,0.000028594943,0.000088890236,0.000016631202,0.001477687],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999845,0.000028141469,0.000008857554,0.000019143581,0.000044619894,0.0000543059],"domain_scores_gemma":[0.99942565,0.00031016686,0.00008497412,0.00003706945,0.00007687909,0.00006533996],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026465487,0.000393099,0.0004738968,0.00045883676,0.0005303465,0.00063161144,0.0005748147,0.0012744459,0.0018312243],"category_scores_gemma":[0.0010122919,0.0002994456,0.0005158507,0.00037355893,0.0008345414,0.0003402006,0.00048968394,0.0005133327,0.00018751169],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000061900515,0.00004276162,0.0022711838,0.00003262114,0.000008451761,0.0001935883,0.00006999986,0.9910144,0.0040382915,0.00043662757,0.00011571906,0.0017144032],"study_design_scores_gemma":[0.0000066658463,0.000028196682,0.00069498474,0.0000036685083,0.0000027244052,0.00001499927,0.000034846686,0.99833316,0.00069550524,0.000060802864,0.00011977117,0.0000047183976],"about_ca_topic_score_codex":0.011913517,"about_ca_topic_score_gemma":0.007071746,"teacher_disagreement_score":0.011913517,"about_ca_system_score_codex":0.00059462787,"about_ca_system_score_gemma":0.0006884745,"threshold_uncertainty_score":0.023688316},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9808115,0.000056844256,0.016569473,0.000011355966,0.0000068840577,0.0000068132777,0.00006294,0.00005412315,0.0024201653],"genre_scores_gemma":[0.99750996,0.000029974275,0.0017884305,0.000001254899,9.1306026e-7,0.0000030184442,0.000030549556,0.0000043672144,0.0006314173],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99988997,0.000012800004,0.000005645545,0.000021182843,0.000043800334,0.000026708783],"domain_scores_gemma":[0.9998946,0.000027197619,0.000032192493,0.000011956873,0.000019862671,0.000014096018],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000094096176,0.00023358753,0.00019081026,0.00061044714,0.00020883848,0.0003729117,0.0003168955,0.0003045445,0.0013966105],"category_scores_gemma":[0.0002705715,0.00011571955,0.00021579054,0.00036548634,0.00029934652,0.0002908957,0.00033943623,0.00016963236,0.000249315],"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":[0.00041218067,0.00011806949,0.08956222,0.00025285414,0.000102630554,0.0026031928,0.0005502465,0.6597272,0.15501398,0.009614616,0.0008712979,0.08117143],"study_design_scores_gemma":[0.000015746687,0.00025606988,0.06442336,0.000021061955,0.000034079698,0.00069354015,0.0004925721,0.8858642,0.044510372,0.0024103143,0.0012388902,0.000039896135],"about_ca_topic_score_codex":0.002535818,"about_ca_topic_score_gemma":0.0028011217,"teacher_disagreement_score":0.002535818,"about_ca_system_score_codex":0.0003089784,"about_ca_system_score_gemma":0.00021108623,"threshold_uncertainty_score":0.0050421357},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34213898,0.034903888,0.54134977,0.00095705286,0.00064605626,0.0013219629,0.010536157,0.005141934,0.06300423],"genre_scores_gemma":[0.61824787,0.03169231,0.2986342,0.0005195621,0.00023194896,0.0011958072,0.01203753,0.0010066087,0.036434222],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9956772,0.00020480118,0.00022789555,0.00039953453,0.0033541105,0.00013650859],"domain_scores_gemma":[0.99598014,0.0007886664,0.00064508454,0.00030984014,0.0022148364,0.00006149774],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0027938732,0.0013518513,0.00083068124,0.0052584275,0.000805403,0.0011038493,0.00074064464,0.0007212871,0.0026956596],"category_scores_gemma":[0.0028218399,0.00031019442,0.00089245825,0.0043048174,0.0005354331,0.0013420519,0.0006274269,0.00077054644,0.0019505343],"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":[0.00013777384,0.0001643005,0.018943943,0.0016764646,0.00010244861,0.00021910107,0.00036422609,0.002084569,0.39691776,0.0025395928,0.00476143,0.5720884],"study_design_scores_gemma":[0.000008603648,0.0007311255,0.14759095,0.000514923,0.00022405291,0.001553544,0.00043598172,0.0049431925,0.68065304,0.0014406372,0.16173302,0.00017102232],"about_ca_topic_score_codex":0.0031425327,"about_ca_topic_score_gemma":0.005622374,"teacher_disagreement_score":0.0052584275,"about_ca_system_score_codex":0.0009848126,"about_ca_system_score_gemma":0.0019572768,"threshold_uncertainty_score":0.014775634},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61567277,0.00022626414,0.36994132,0.00012553445,0.000028182387,0.00006422652,0.0001232502,0.0003367001,0.013481713],"genre_scores_gemma":[0.9777089,0.00009902086,0.020638892,0.000007730548,0.000003985178,0.000042114698,0.00003851152,0.000020877136,0.0014401331],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998264,0.000041701136,0.0000073463125,0.000018023742,0.000080577694,0.00002599873],"domain_scores_gemma":[0.99966097,0.00016492247,0.000054428212,0.000041512525,0.00006562879,0.000012452867],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041640238,0.00032439225,0.00031863106,0.00026968992,0.00027034048,0.00032709094,0.00046710778,0.00049927656,0.0010688565],"category_scores_gemma":[0.0010293291,0.0001849097,0.0003353869,0.00021484657,0.00055933656,0.00030124583,0.00033439367,0.00017661593,0.00019988212],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046105437,0.00001611046,0.0013628835,0.000053050437,0.000009948024,0.00008636991,0.000073851865,0.9708184,0.01878288,0.0018202399,0.00009567365,0.006834368],"study_design_scores_gemma":[0.0000021071166,0.000016022968,0.00047782654,0.0000044458166,0.0000017200163,0.000012067235,0.0000132310515,0.9962966,0.0028603803,0.00016957402,0.00014215132,0.0000038389385],"about_ca_topic_score_codex":0.0032191055,"about_ca_topic_score_gemma":0.0021085248,"teacher_disagreement_score":0.0032191055,"about_ca_system_score_codex":0.00034069136,"about_ca_system_score_gemma":0.00044543977,"threshold_uncertainty_score":0.0064007044},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985721,0.00007278947,0.00086439186,0.00000582766,0.000002835947,0.000004503056,0.00009834731,0.000010044999,0.00036905275],"genre_scores_gemma":[0.9987808,0.000052702962,0.000430228,0.0000072013218,0.0000015502777,0.0000044873873,0.00010245802,0.0000053395675,0.0006151898],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984336,0.000019467318,0.000011658284,0.00003095267,0.00006273121,0.000031779146],"domain_scores_gemma":[0.9996482,0.000061599516,0.00011980547,0.000025715917,0.000104603576,0.0000400677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022038814,0.0002490762,0.00014906147,0.00035032854,0.00015591129,0.00015643024,0.00019114258,0.0002375279,0.0016980093],"category_scores_gemma":[0.0003855685,0.00012144375,0.00019318037,0.00035080913,0.00026547088,0.00022597605,0.0001839078,0.00027316064,0.00022683392],"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":[0.0003081737,0.00001826805,0.0016190585,0.000026498712,0.0000049214464,0.000024368912,0.000045922803,0.00025226106,0.99601364,0.000020324476,0.000013840091,0.0016529011],"study_design_scores_gemma":[0.000006898272,0.000624512,0.015813865,0.000004658012,0.000019151526,0.000052589032,0.000087045664,0.0010947766,0.98191285,0.000013708245,0.00036199193,0.0000079136535],"about_ca_topic_score_codex":0.0010443153,"about_ca_topic_score_gemma":0.0014238667,"teacher_disagreement_score":0.0016980093,"about_ca_system_score_codex":0.00013926243,"about_ca_system_score_gemma":0.0001768451,"threshold_uncertainty_score":0.005680442},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3471289,0.00032602498,0.6024132,0.00020933624,0.00010971274,0.0007552095,0.0008267097,0.0014669705,0.04676398],"genre_scores_gemma":[0.83461475,0.0002911147,0.15544364,0.00002055481,0.000011384326,0.0002463795,0.00036614478,0.000069150025,0.008936871],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99971706,0.000024108207,0.000011132452,0.00003402134,0.00014706439,0.00006667684],"domain_scores_gemma":[0.9998228,0.000009788133,0.000021154166,0.000020579957,0.00007861555,0.000047051417],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021687984,0.0004790757,0.00032612286,0.0006446894,0.0006819408,0.0006110645,0.0009001091,0.0005100408,0.0023170698],"category_scores_gemma":[0.00029772506,0.00031104937,0.0003971442,0.00037062375,0.00048160172,0.00022753356,0.0007380092,0.00023666752,0.00076953345],"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":[0.0002531032,0.00007898621,0.009570184,0.00047660823,0.000060874558,0.002102051,0.00030768383,0.64677286,0.14243793,0.010376094,0.0031070802,0.18445657],"study_design_scores_gemma":[0.00015008806,0.0019621386,0.032421965,0.00017855944,0.00017515405,0.0034951393,0.0009890152,0.79145265,0.06877448,0.0027799187,0.09740791,0.00021297643],"about_ca_topic_score_codex":0.019926284,"about_ca_topic_score_gemma":0.034327384,"teacher_disagreement_score":0.019926284,"about_ca_system_score_codex":0.00060300523,"about_ca_system_score_gemma":0.003154624,"threshold_uncertainty_score":0.03962058},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7581281,0.00093844556,0.2334258,0.00017293304,0.000045846955,0.00002596759,0.00010888335,0.00026114177,0.0068929237],"genre_scores_gemma":[0.9969926,0.00007732875,0.0019202848,0.0000043541645,0.000007656078,0.0000046743758,0.000038684124,0.000015066149,0.0009393571],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998248,0.000050541043,0.000005393451,0.000022132113,0.00006854827,0.000028661905],"domain_scores_gemma":[0.9993205,0.00028471404,0.00007534444,0.000052037733,0.00024927352,0.000018212604],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043669352,0.000313994,0.00035156796,0.0009074048,0.00022734945,0.00027975318,0.0004418995,0.00030047452,0.0010297402],"category_scores_gemma":[0.0015849582,0.00020192005,0.00040664326,0.0003163485,0.00028563474,0.0003459781,0.00019020155,0.00022222854,0.00019378992],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020475838,0.00003468444,0.00771446,0.000121935635,0.00005611557,0.00032368358,0.0001413262,0.91856146,0.03176121,0.01158229,0.00091532664,0.0285828],"study_design_scores_gemma":[0.0000021067422,0.0000493414,0.002823788,0.000004273632,0.000013392336,0.00004609434,0.00001703805,0.99379104,0.0019714711,0.0011138732,0.00016282407,0.0000047311873],"about_ca_topic_score_codex":0.0030183496,"about_ca_topic_score_gemma":0.0017978743,"teacher_disagreement_score":0.0030183496,"about_ca_system_score_codex":0.00034071069,"about_ca_system_score_gemma":0.0002796145,"threshold_uncertainty_score":0.006001532},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27783468,0.0033590994,0.69258654,0.0008247725,0.0001683888,0.00008849246,0.0003337041,0.0006305575,0.024173774],"genre_scores_gemma":[0.9760258,0.0018865428,0.010929686,0.0000798346,0.000055463115,0.00007428342,0.00021693534,0.000053897453,0.010677544],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998229,0.0000275196,0.000012407345,0.000050005652,0.00006012817,0.000027150758],"domain_scores_gemma":[0.999814,0.000048801347,0.000032527932,0.000012774289,0.00007933162,0.000012562588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019252449,0.0005931649,0.000446225,0.0007151404,0.00033563637,0.00055855204,0.00078327046,0.0009858232,0.0009685931],"category_scores_gemma":[0.00047600604,0.00022545115,0.000727791,0.0005981925,0.00043785354,0.0010950502,0.0003492789,0.0005704595,0.0002674349],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051977535,0.000043985896,0.0031396414,0.00016870411,0.000025660098,0.00049080997,0.00018816751,0.9392738,0.022599101,0.013819778,0.0009651819,0.019233279],"study_design_scores_gemma":[0.0000022182207,0.000013704061,0.00030789195,0.0000065679224,0.000003810939,0.000057554516,0.000015817126,0.99715877,0.0007520885,0.0012034379,0.00047215162,0.0000060538514],"about_ca_topic_score_codex":0.009634981,"about_ca_topic_score_gemma":0.0037026608,"teacher_disagreement_score":0.009634981,"about_ca_system_score_codex":0.00048067851,"about_ca_system_score_gemma":0.000567426,"threshold_uncertainty_score":0.019157767},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11417689,0.000216359,0.87931675,0.0000824697,0.00003514813,0.00003510137,0.00003808082,0.0005910485,0.005508251],"genre_scores_gemma":[0.94720846,0.00015532992,0.049759835,0.000016866621,0.000018392684,0.000029240791,0.000035776477,0.000039933664,0.0027360837],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99932504,0.000065993285,0.000024264911,0.00014910217,0.00039569472,0.000039813523],"domain_scores_gemma":[0.9994141,0.00020994284,0.000071975745,0.000074290605,0.00020752187,0.000022174561],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000258874,0.00030753308,0.00027774827,0.0007002091,0.00024076106,0.00044206466,0.0007328409,0.00027278665,0.0016130842],"category_scores_gemma":[0.0013756938,0.0001974262,0.00019230395,0.00043678572,0.00054576097,0.0010380088,0.000469959,0.00038610242,0.00035601293],"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":[0.00044221865,0.0000992368,0.011258042,0.0005363686,0.000040816947,0.0006253282,0.00073238986,0.089708276,0.39421937,0.031241572,0.0012499823,0.46984643],"study_design_scores_gemma":[0.000047731806,0.00023160303,0.013186444,0.00002327099,0.00003142451,0.00093607465,0.0002249986,0.8343843,0.14062932,0.006953782,0.0032942975,0.00005684235],"about_ca_topic_score_codex":0.00078688754,"about_ca_topic_score_gemma":0.00095425925,"teacher_disagreement_score":0.0016130842,"about_ca_system_score_codex":0.00038282492,"about_ca_system_score_gemma":0.00039931035,"threshold_uncertainty_score":0.0053963065},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992186,0.000049330305,0.00045341204,0.0000062593836,0.0000033572799,0.0000045379225,0.00008451893,0.000013134145,0.0001669208],"genre_scores_gemma":[0.99846315,0.00007645383,0.00055082625,0.000014603246,0.0000016284691,0.000008360475,0.00013741663,0.00000664938,0.0007408807],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998853,0.000009881168,0.000012814626,0.000018576697,0.000051510873,0.00002178777],"domain_scores_gemma":[0.9997428,0.000042097538,0.00005261294,0.000019944117,0.000102959486,0.00003959611],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011575156,0.00025290812,0.00020885383,0.0003863165,0.00017502064,0.00012547037,0.00015033773,0.0002759697,0.0009157507],"category_scores_gemma":[0.0002772818,0.00009451587,0.00016486882,0.00033046512,0.00018373884,0.00019339767,0.00014056293,0.00022126212,0.00012034905],"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":[0.00021727636,0.000069117516,0.0052154516,0.000052196978,0.000010648096,0.00014616488,0.0001414265,0.0016778636,0.9875951,0.00003738163,0.000048043756,0.0047894185],"study_design_scores_gemma":[0.00001725831,0.0013487956,0.061915796,0.000019899533,0.000033383596,0.00017456026,0.0003268515,0.011221488,0.92391413,0.000067790854,0.00093307905,0.000027010226],"about_ca_topic_score_codex":0.001814887,"about_ca_topic_score_gemma":0.0040670657,"teacher_disagreement_score":0.001814887,"about_ca_system_score_codex":0.00017992967,"about_ca_system_score_gemma":0.00018358894,"threshold_uncertainty_score":0.0036087036},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9409193,0.00014067694,0.05690839,0.000025302837,0.0000064282917,0.000014967222,0.000027004537,0.000106536754,0.0018514689],"genre_scores_gemma":[0.99538827,0.00003982511,0.0043144333,0.0000020186762,5.423275e-7,0.0000034092773,0.000008450887,0.0000046504065,0.00023829254],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998299,0.000028393013,0.000008262553,0.00003397249,0.00006834886,0.000031186624],"domain_scores_gemma":[0.99953043,0.0002275249,0.00009137325,0.00003485798,0.00009548997,0.000020396628],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003295848,0.00022257441,0.00024595714,0.00048936333,0.0002328011,0.00031240666,0.00025859228,0.00025486326,0.0008990732],"category_scores_gemma":[0.0010842769,0.00013265936,0.00026129145,0.0002585166,0.00041222145,0.00028399948,0.0003210834,0.00014913766,0.00007731564],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005140991,0.0001566806,0.03534173,0.00040631913,0.000073329335,0.00047970196,0.00036723615,0.5159069,0.3567843,0.0038904229,0.0002939582,0.08578526],"study_design_scores_gemma":[0.000013666177,0.0005708086,0.01711838,0.000021939146,0.000058818845,0.000107166794,0.0003252132,0.835798,0.14413024,0.0010785544,0.00075420534,0.00002296146],"about_ca_topic_score_codex":0.002655781,"about_ca_topic_score_gemma":0.004247327,"teacher_disagreement_score":0.002655781,"about_ca_system_score_codex":0.00028537857,"about_ca_system_score_gemma":0.00027961773,"threshold_uncertainty_score":0.0052806735},"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":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93385744,0.00023369344,0.049054943,0.000336688,0.00013693588,0.00005409619,0.0000828367,0.00047898217,0.015764458],"genre_scores_gemma":[0.98073304,0.00013996956,0.013377424,0.000019361749,0.000010119877,0.0000075513567,0.000037622034,0.000013804689,0.0056611123],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99981016,0.00003293472,0.000010427602,0.000026348052,0.00006894252,0.00005135936],"domain_scores_gemma":[0.999858,0.000012888032,0.000012974701,0.000040382653,0.000043761942,0.000031968044],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002166878,0.00020524337,0.00020656995,0.000381738,0.0005022871,0.0003091101,0.0003995036,0.0004904367,0.0018876187],"category_scores_gemma":[0.00023442598,0.00013677617,0.000308381,0.00035915273,0.00023105108,0.00022106472,0.0004892057,0.00022023961,0.0004333065],"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":[0.0005976643,0.00021326335,0.016876027,0.00026757715,0.00003068356,0.006642231,0.00093270635,0.033542767,0.7294672,0.0071568782,0.0026669886,0.20160604],"study_design_scores_gemma":[0.00012451949,0.0045507485,0.06785201,0.00009145461,0.00012424466,0.011636557,0.0027989845,0.12413405,0.70625114,0.004496701,0.07781345,0.00012617596],"about_ca_topic_score_codex":0.0007147663,"about_ca_topic_score_gemma":0.0014208812,"teacher_disagreement_score":0.0018876187,"about_ca_system_score_codex":0.00017722204,"about_ca_system_score_gemma":0.00043514662,"threshold_uncertainty_score":0.006314695},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9680902,0.000082359365,0.016032726,0.00009749034,0.000033272285,0.00021000855,0.00023128408,0.0007758178,0.014446897],"genre_scores_gemma":[0.9561909,0.00009462492,0.026310742,0.00002699906,0.000008942063,0.0000822223,0.0004407793,0.00012600164,0.016718803],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990344,0.000008684241,0.0000031183376,0.000023790066,0.000030606217,0.000030319015],"domain_scores_gemma":[0.9998362,0.000014585945,0.000018249984,0.000020953385,0.000050500475,0.00005949468],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012395818,0.00044397748,0.00014069983,0.00044124768,0.0010449403,0.00060785806,0.0005065594,0.00033259383,0.003952962],"category_scores_gemma":[0.00020377777,0.0001421998,0.00020472698,0.00031532868,0.0002674453,0.00039828446,0.00049561623,0.0003675459,0.0009943387],"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":[0.00081291824,0.0008808275,0.07785037,0.0005161136,0.000033145734,0.011012917,0.004050966,0.016175846,0.4510448,0.0020876762,0.009823964,0.42571044],"study_design_scores_gemma":[0.00019517167,0.0044797002,0.46757078,0.00021362335,0.00015448629,0.007759081,0.020613663,0.08652679,0.23399965,0.0007357137,0.1775155,0.0002357916],"about_ca_topic_score_codex":0.015105276,"about_ca_topic_score_gemma":0.060312334,"teacher_disagreement_score":0.015105276,"about_ca_system_score_codex":0.0007619268,"about_ca_system_score_gemma":0.0012288064,"threshold_uncertainty_score":0.03003472},"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":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39289632,0.0014914954,0.09047119,0.0064423997,0.0008123075,0.0006965865,0.0013004731,0.0022986697,0.5035906],"genre_scores_gemma":[0.6487796,0.0016072298,0.0941605,0.0006203356,0.000107353786,0.00032314632,0.0011199288,0.00064442627,0.25263745],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9984086,0.00019472568,0.000033655197,0.00012228917,0.0010363263,0.00020437596],"domain_scores_gemma":[0.99909425,0.000069401256,0.000033639208,0.00008748827,0.00047015565,0.00024508793],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000987606,0.0007618705,0.00022828368,0.00085814315,0.0020248708,0.0033717044,0.0014751463,0.0012532228,0.014698364],"category_scores_gemma":[0.00090445543,0.0005890861,0.00032136578,0.0007102695,0.0007716248,0.000729511,0.001330704,0.0011922562,0.0036252267],"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":[0.0003937494,0.00033440255,0.019141944,0.0006895738,0.000043216318,0.010026931,0.002621915,0.08930631,0.056958694,0.06024413,0.11269987,0.6475393],"study_design_scores_gemma":[0.000050597464,0.00071034447,0.023869714,0.00024934582,0.000036406676,0.006846411,0.005344456,0.05968503,0.012173238,0.0064593432,0.8844121,0.00016296575],"about_ca_topic_score_codex":0.056900084,"about_ca_topic_score_gemma":0.18261129,"teacher_disagreement_score":0.056900084,"about_ca_system_score_codex":0.004032407,"about_ca_system_score_gemma":0.0054674675,"threshold_uncertainty_score":0.11313778},"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":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0042276336,0.000021364433,0.99414283,0.000007565913,0.000015991609,0.00012839594,0.000029659512,0.00033542828,0.0010911588],"genre_scores_gemma":[0.10319217,0.00009282301,0.89257157,0.000017691065,0.000014511143,0.0003796537,0.00015416605,0.00016314219,0.003414281],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99935335,0.00013184594,0.000059397025,0.00015712259,0.00024652394,0.00005173073],"domain_scores_gemma":[0.99954563,0.00010066032,0.00004494961,0.000057825644,0.00023591904,0.000014954489],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00081812654,0.000984262,0.0006422948,0.0008298462,0.0005750396,0.00073356344,0.000868897,0.00059220346,0.0060554235],"category_scores_gemma":[0.0013782136,0.0004020161,0.0008884015,0.00041115162,0.0004529076,0.0004806114,0.0005648887,0.000784062,0.0016791294],"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":[0.0002516388,0.00016034019,0.0013519484,0.0006770271,0.000064692664,0.00041442193,0.00056828785,0.20057493,0.22761185,0.0165348,0.0030147913,0.54877526],"study_design_scores_gemma":[0.00006608549,0.00071525003,0.002588402,0.00007277541,0.000100690435,0.00063676835,0.00015504987,0.8639939,0.07929674,0.00919549,0.043096066,0.000082895705],"about_ca_topic_score_codex":0.0018142598,"about_ca_topic_score_gemma":0.0026957172,"teacher_disagreement_score":0.0060554235,"about_ca_system_score_codex":0.00034139203,"about_ca_system_score_gemma":0.00097593333,"threshold_uncertainty_score":0.020257354},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89981353,0.00016668248,0.089317955,0.000090831956,0.000025792824,0.00004874438,0.00042734528,0.0003767114,0.0097325],"genre_scores_gemma":[0.9909651,0.000056646102,0.007666513,0.000009564794,0.0000032836924,0.00002590926,0.000092927905,0.00003107161,0.0011490007],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984324,0.000030950276,0.0000064548285,0.000017128641,0.00007267003,0.00002952099],"domain_scores_gemma":[0.9997166,0.00012996276,0.000037554273,0.00004272805,0.000054649798,0.000018512144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025372737,0.00048348343,0.00035784955,0.0004985159,0.00026886963,0.0004248838,0.0005808148,0.0009656285,0.0020041857],"category_scores_gemma":[0.0008162231,0.0003506961,0.00043016326,0.00028446532,0.000465229,0.00027012534,0.00030406492,0.00027977664,0.00024655304],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032473556,0.000022583728,0.0011306966,0.000026803498,0.000010637908,0.00015295006,0.000042115815,0.9845823,0.0104766255,0.0007011161,0.00009252539,0.0027291793],"study_design_scores_gemma":[0.000004821282,0.000022447328,0.0010853257,0.0000049465148,0.000005047729,0.000025283765,0.000016476986,0.9965139,0.0019061369,0.00012157174,0.00028848363,0.000005577642],"about_ca_topic_score_codex":0.0057033864,"about_ca_topic_score_gemma":0.0053842408,"teacher_disagreement_score":0.0057033864,"about_ca_system_score_codex":0.00039601096,"about_ca_system_score_gemma":0.000386467,"threshold_uncertainty_score":0.01134038},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99627906,0.00012417551,0.0027664532,0.00001857569,0.000011380504,0.00006095209,0.00018400444,0.000033506087,0.0005218528],"genre_scores_gemma":[0.99424344,0.00018387802,0.0038999899,0.000028716024,0.000009313967,0.00009683427,0.00025187133,0.000015560545,0.0012702845],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995907,0.000071935414,0.000041030155,0.00008175297,0.00015691071,0.000057659738],"domain_scores_gemma":[0.9992932,0.00016732838,0.00020858819,0.00007981873,0.00019403252,0.00005701048],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052184716,0.00040937442,0.00031805836,0.00019074715,0.00029634533,0.0003504782,0.00033712664,0.00034436054,0.0013102132],"category_scores_gemma":[0.00068447326,0.00015296176,0.00034627586,0.00020540821,0.0002973078,0.0002349953,0.00026522146,0.0004842161,0.00030250178],"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":[0.00014001061,0.00017590882,0.0007893267,0.000036668716,0.0000065687545,0.000035978483,0.000036511305,0.00024218393,0.9970283,0.000015579508,0.000021216052,0.0014718077],"study_design_scores_gemma":[0.0000118787075,0.005179115,0.0043040477,0.0000044712506,0.00002209611,0.000053841923,0.000049509155,0.0005151109,0.98935694,0.000019685458,0.00047500536,0.000008247962],"about_ca_topic_score_codex":0.00084733317,"about_ca_topic_score_gemma":0.0015428769,"teacher_disagreement_score":0.0013102132,"about_ca_system_score_codex":0.00022494122,"about_ca_system_score_gemma":0.0003265693,"threshold_uncertainty_score":0.0043830276},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6009742,0.00020893701,0.39513662,0.00007214117,0.00008933163,0.0002820319,0.0011402325,0.0009833563,0.0011131787],"genre_scores_gemma":[0.9123847,0.000054153792,0.0846503,0.000022898623,0.000048993537,0.0006306841,0.0008657495,0.00026640005,0.0010762514],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.98277986,0.009917907,0.0010646761,0.0028089979,0.0029749281,0.0004535752],"domain_scores_gemma":[0.89650136,0.08481835,0.0040392084,0.008855659,0.0051171985,0.0006682377],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.016994715,0.0007116341,0.0011567496,0.0019607823,0.00079699454,0.0009681558,0.0020456363,0.00075434457,0.0038957794],"category_scores_gemma":[0.039995138,0.00043024795,0.0017869821,0.0022090666,0.0014493397,0.0011031218,0.00080951635,0.0013438072,0.00055843045],"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":[0.0063535753,0.0012724019,0.33064532,0.0007491601,0.002994752,0.0006883031,0.0014711915,0.05339953,0.03736576,0.014255746,0.0028107322,0.5479936],"study_design_scores_gemma":[0.00014133997,0.004958951,0.4769254,0.00006583779,0.0011016363,0.0006788772,0.000888046,0.4771602,0.024030948,0.008897255,0.004968657,0.00018289933],"about_ca_topic_score_codex":0.0019339104,"about_ca_topic_score_gemma":0.0021485332,"teacher_disagreement_score":0.016994715,"about_ca_system_score_codex":0.00058668596,"about_ca_system_score_gemma":0.0013807919,"threshold_uncertainty_score":0.089877725},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7770455,0.00031004247,0.19259173,0.0002673214,0.00006692458,0.00019590961,0.00061876845,0.0005777322,0.028326074],"genre_scores_gemma":[0.9804079,0.00015864568,0.014608987,0.00002108983,0.0000050061785,0.00007611946,0.000122030455,0.000021021557,0.0045792707],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998479,0.000028374252,0.00000957815,0.000027763603,0.000059653998,0.000026851161],"domain_scores_gemma":[0.9998822,0.000038512837,0.000024046238,0.00002330028,0.00001915704,0.000012654836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019994234,0.000324225,0.0003495562,0.00027979692,0.00047947015,0.0008256012,0.0009584443,0.0013305715,0.0017906757],"category_scores_gemma":[0.0004091653,0.0003054753,0.00039308605,0.0003638701,0.0008506885,0.00044832565,0.00047724298,0.00041693603,0.0003350504],"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":[0.000015717029,0.000021904565,0.00071062625,0.000022328435,0.0000048047777,0.00015608312,0.0000468031,0.9867915,0.008699547,0.0015768181,0.00007323684,0.0018806562],"study_design_scores_gemma":[0.000007960009,0.000035704266,0.0012888035,0.0000072149537,0.000003924065,0.000049903636,0.000030183683,0.99528176,0.0023664923,0.0003280768,0.00058815605,0.000011809182],"about_ca_topic_score_codex":0.01026869,"about_ca_topic_score_gemma":0.006163796,"teacher_disagreement_score":0.01026869,"about_ca_system_score_codex":0.00060062966,"about_ca_system_score_gemma":0.0010218648,"threshold_uncertainty_score":0.02041781},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83922696,0.00023115953,0.13456716,0.00042654664,0.00006310889,0.00020138705,0.0005478346,0.00066328654,0.024072466],"genre_scores_gemma":[0.9922208,0.000093689974,0.0032710526,0.00002133045,0.000007760505,0.000087471264,0.00007543278,0.00003374805,0.0041887686],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998851,0.000035488185,0.0000063905873,0.000016947724,0.00003316495,0.000022941273],"domain_scores_gemma":[0.9997814,0.00009451008,0.00003261901,0.000023542456,0.000046981677,0.000020907364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028347064,0.00041454865,0.00044701638,0.00039334263,0.00035623615,0.00065486884,0.00076294795,0.0012081399,0.0036252162],"category_scores_gemma":[0.00081769354,0.0003478112,0.00044794948,0.0003173974,0.0004584713,0.00060428446,0.000463269,0.00039161593,0.00056161603],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022071996,0.000024483159,0.0008223787,0.000015568172,0.000008622457,0.0000779993,0.000035484045,0.9932841,0.0034593367,0.0008936346,0.00008091506,0.0012753379],"study_design_scores_gemma":[0.0000039209854,0.000015253211,0.0005027729,0.0000010236562,0.0000019722818,0.000009551809,0.000012055747,0.99877506,0.0002698987,0.0003010197,0.000104691775,0.0000026875646],"about_ca_topic_score_codex":0.0070901085,"about_ca_topic_score_gemma":0.0046529914,"teacher_disagreement_score":0.0070901085,"about_ca_system_score_codex":0.0004922581,"about_ca_system_score_gemma":0.0005843502,"threshold_uncertainty_score":0.014097691},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99640274,0.00006637079,0.0001702354,0.00009028881,0.0000032559985,0.000016021177,0.00007395143,0.0000068677787,0.0031702428],"genre_scores_gemma":[0.9962717,0.00010267268,0.0003437053,0.00001702105,0.0000017571448,0.0000041704793,0.000077832345,0.00000361978,0.0031775695],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99928504,0.00005032335,0.00001815918,0.000047950598,0.0003539068,0.00024468463],"domain_scores_gemma":[0.9992737,0.00008625867,0.00014189786,0.00002363936,0.000315288,0.00015922193],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041710457,0.00023759768,0.00016323854,0.0008824781,0.0053986544,0.0014499617,0.0009012974,0.0004612355,0.0021048228],"category_scores_gemma":[0.0009718362,0.00023913104,0.0001553536,0.0014567579,0.0018017534,0.00021172703,0.0007891569,0.00042980176,0.00013181215],"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":[0.00052664184,0.00032007546,0.80253005,0.00029589722,0.000059632985,0.01707288,0.03429985,0.012212079,0.03443822,0.0022138653,0.0038219015,0.09220897],"study_design_scores_gemma":[0.000004150439,0.00015978086,0.93590736,0.000039839226,0.000016768789,0.00080535683,0.050618652,0.0013586632,0.0018662122,0.00012540877,0.00906772,0.000029994088],"about_ca_topic_score_codex":0.94280463,"about_ca_topic_score_gemma":0.9913263,"teacher_disagreement_score":0.057195365,"about_ca_system_score_codex":0.01962178,"about_ca_system_score_gemma":0.020014564,"threshold_uncertainty_score":0.14236665},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0003238389,0.989248,0.006177056,0.00029933295,0.0005113777,0.000013346072,0.00006241458,0.000036147427,0.0033285317],"genre_scores_gemma":[0.0027621589,0.98941773,0.0051954123,0.00022660762,0.00040627053,0.000027971431,0.00011889156,0.000021801798,0.0018231336],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995234,0.00007063315,0.00007516615,0.00008606795,0.00022189756,0.000022821314],"domain_scores_gemma":[0.99864036,0.0008595092,0.00009259989,0.000047365993,0.00032783955,0.000032235806],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008923107,0.0010416792,0.0016046155,0.0033482856,0.00033407917,0.001070259,0.0011870395,0.0012000581,0.0061456948],"category_scores_gemma":[0.0018943795,0.000707585,0.00086793257,0.0050115464,0.00063382694,0.0016010291,0.0007217231,0.0011258031,0.0030779482],"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":[0.000044807643,0.00008349914,0.00035385913,0.033139154,0.00010326915,0.00015646953,0.00012393564,0.0046062716,0.0027776735,0.013464849,0.024240075,0.9209062],"study_design_scores_gemma":[0.000010714372,0.00010571872,0.0006772008,0.0058652195,0.00010588955,0.0007828407,0.000098327306,0.0017580327,0.0018195526,0.0063231657,0.98240256,0.000050639137],"about_ca_topic_score_codex":0.0012769428,"about_ca_topic_score_gemma":0.0014599444,"teacher_disagreement_score":0.0061456948,"about_ca_system_score_codex":0.0005276587,"about_ca_system_score_gemma":0.0012789804,"threshold_uncertainty_score":0.02055937},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93236303,0.00009377883,0.06603404,0.000010790875,0.0000021723013,0.000037838647,0.00002149588,0.00009025126,0.0013465936],"genre_scores_gemma":[0.9944886,0.000020501497,0.0052698194,0.0000019979318,3.5447673e-7,0.000008788553,0.000008570013,0.000007020812,0.00019436184],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996581,0.00010734464,0.000023878525,0.00004021909,0.00010443147,0.00006614157],"domain_scores_gemma":[0.9993581,0.00022797628,0.00022235821,0.00004915614,0.0001036709,0.000038864277],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000632133,0.0005430078,0.0003120792,0.0005675123,0.000151962,0.0006902582,0.0003393982,0.00029789313,0.0008048663],"category_scores_gemma":[0.0010508588,0.00023419432,0.00025841114,0.00025007396,0.0002560975,0.00040941715,0.0006755824,0.0002245084,0.00016585081],"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":[0.00048748634,0.0001308365,0.009428976,0.00020568284,0.000034700173,0.00017317828,0.00020726904,0.49387762,0.43744782,0.0007224235,0.000051192794,0.057232875],"study_design_scores_gemma":[0.00009941142,0.0053446325,0.021911189,0.00005166652,0.00012532757,0.00021001571,0.0007536338,0.5940705,0.37293962,0.0018325899,0.0026054867,0.000055954035],"about_ca_topic_score_codex":0.000519069,"about_ca_topic_score_gemma":0.0015754243,"teacher_disagreement_score":0.0008048663,"about_ca_system_score_codex":0.00027044228,"about_ca_system_score_gemma":0.0002576991,"threshold_uncertainty_score":0.0033431053},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8819683,0.0004368491,0.09837921,0.00013639544,0.000045572477,0.00024572448,0.0010232991,0.00074008445,0.017024484],"genre_scores_gemma":[0.98886687,0.00015879406,0.0047004954,0.000017649238,0.0000037781897,0.00012341056,0.00018353923,0.00004237031,0.0059030247],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995995,0.00004142843,0.000016755303,0.0001376254,0.00014038893,0.000064270695],"domain_scores_gemma":[0.99954873,0.00017800197,0.000073654446,0.00007577741,0.00009505078,0.000028741624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005888795,0.0007140716,0.00051658164,0.0009447536,0.0001765664,0.0005776979,0.0017023847,0.0015114078,0.0035274203],"category_scores_gemma":[0.0012171738,0.00030222908,0.0008839197,0.0005062975,0.0007824115,0.00077330053,0.0006222403,0.00065700716,0.0011036826],"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":[0.00051179883,0.00053072115,0.005420208,0.00040452238,0.00008484976,0.00035844918,0.0002875609,0.6830979,0.269814,0.0048716944,0.0005242762,0.034094065],"study_design_scores_gemma":[0.000014144913,0.0002983895,0.003969544,0.000014818708,0.000029758681,0.00008264614,0.000052997995,0.9469493,0.046516694,0.0009319196,0.0011181692,0.000021692165],"about_ca_topic_score_codex":0.003606494,"about_ca_topic_score_gemma":0.0029443197,"teacher_disagreement_score":0.003606494,"about_ca_system_score_codex":0.00086482,"about_ca_system_score_gemma":0.0005630841,"threshold_uncertainty_score":0.011800408},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08265062,0.00040788186,0.8919702,0.00009419941,0.000053609,0.000120292054,0.00018714128,0.0011249495,0.023391105],"genre_scores_gemma":[0.8627303,0.00061482127,0.122854955,0.00004526558,0.000031124553,0.00023070247,0.00015470621,0.00019693661,0.013141153],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999858,0.00003225314,0.0000057279153,0.000014826932,0.00007115896,0.000017987635],"domain_scores_gemma":[0.99976045,0.0000728276,0.00006703897,0.000020090509,0.00006710127,0.0000125736615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002900057,0.0006073033,0.0002935919,0.00073374034,0.00021247752,0.00060454226,0.00036263018,0.00030106664,0.005715557],"category_scores_gemma":[0.00058385107,0.00017009057,0.0002230101,0.0002448801,0.0003167167,0.00024606363,0.00030686386,0.00026441275,0.00092451106],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001411768,0.000052362855,0.0010899382,0.00028427303,0.000017983073,0.000427534,0.00023178653,0.7018067,0.11225836,0.039876964,0.0036868127,0.14012606],"study_design_scores_gemma":[0.000020343794,0.00034551977,0.0014784549,0.000064959495,0.000019981786,0.00026345075,0.00010148411,0.94564927,0.027425509,0.00866402,0.015924854,0.000042149502],"about_ca_topic_score_codex":0.0007486331,"about_ca_topic_score_gemma":0.00088655215,"teacher_disagreement_score":0.005715557,"about_ca_system_score_codex":0.00046630614,"about_ca_system_score_gemma":0.00032100352,"threshold_uncertainty_score":0.019120395},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8069285,0.005715734,0.0641176,0.0018118831,0.0007444134,0.00014598687,0.0066922363,0.001227398,0.11261618],"genre_scores_gemma":[0.9118749,0.0011283315,0.018227354,0.0002832424,0.00010768318,0.00004968346,0.00562381,0.00016214012,0.06254282],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99910575,0.000058783473,0.0000310487,0.00015903144,0.000547606,0.0000976749],"domain_scores_gemma":[0.9991611,0.00006418763,0.00007730569,0.00011986306,0.00053989666,0.000037613532],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011274301,0.00033432545,0.00031635186,0.0016177477,0.0006547584,0.0007936837,0.000838221,0.0009561604,0.0013609438],"category_scores_gemma":[0.00076741446,0.00014361275,0.00043050415,0.001002884,0.0003506675,0.00076816516,0.0006162728,0.0006497756,0.0010935673],"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":[0.000333446,0.00048764085,0.09392049,0.00031009616,0.00012892517,0.0007615059,0.0021632772,0.009524627,0.08845462,0.002869402,0.025152354,0.7758936],"study_design_scores_gemma":[0.000013498223,0.0008249473,0.5505703,0.00021306006,0.00013373581,0.0013898999,0.0013575263,0.010753046,0.08389239,0.0030051,0.3477287,0.00011775117],"about_ca_topic_score_codex":0.014550059,"about_ca_topic_score_gemma":0.0424853,"teacher_disagreement_score":0.014550059,"about_ca_system_score_codex":0.0011930503,"about_ca_system_score_gemma":0.00049754843,"threshold_uncertainty_score":0.028930724},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980292,0.00003901024,0.00064790284,0.000011255271,0.0000026831922,0.000043978675,0.00011148724,0.000014070137,0.0011004169],"genre_scores_gemma":[0.99520737,0.00004246646,0.0018575222,0.000021560869,0.0000019236593,0.00004736613,0.0002955413,0.0000031268714,0.0025231445],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997433,0.000017744018,0.000014324531,0.000049783084,0.00012279881,0.000052173265],"domain_scores_gemma":[0.99958605,0.00005841441,0.00007175276,0.000030854477,0.00020697703,0.000045934114],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029270846,0.00023010114,0.0003205876,0.0003730301,0.0005647124,0.0003229121,0.0003803324,0.00023524277,0.0019608804],"category_scores_gemma":[0.00039404954,0.00013655282,0.00023425864,0.0003179668,0.0004705,0.00021696172,0.00017205023,0.00017032606,0.00034142847],"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":[0.0009384978,0.0007029332,0.10661804,0.00019591831,0.000043173488,0.00059286435,0.000885854,0.0024300567,0.86199677,0.00046056684,0.0006579867,0.024477333],"study_design_scores_gemma":[0.00007069123,0.0069131427,0.44605216,0.000020493057,0.000059209902,0.0003664146,0.0019974753,0.00329759,0.53606504,0.00016841003,0.004931983,0.00005738498],"about_ca_topic_score_codex":0.028985402,"about_ca_topic_score_gemma":0.08009333,"teacher_disagreement_score":0.9710146,"about_ca_system_score_codex":0.0008428234,"about_ca_system_score_gemma":0.0009107374,"threshold_uncertainty_score":0.0576334},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99685705,0.0009986691,0.0008533406,0.000020437434,0.000023739694,0.00003329408,0.00010178548,0.000037124097,0.0010745764],"genre_scores_gemma":[0.9967624,0.00044711525,0.0013188253,0.0000137342195,0.0000040235036,0.000011145564,0.000066820474,0.0000069523558,0.0013690112],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997625,0.000049292008,0.00001745131,0.00003185859,0.000097290205,0.00004172616],"domain_scores_gemma":[0.9997985,0.000035085377,0.0000616736,0.000016252263,0.000046418645,0.000042186253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023959685,0.00025324666,0.00021107295,0.0005538339,0.00012097716,0.00045229064,0.00022830175,0.0002686485,0.0010213776],"category_scores_gemma":[0.00026181364,0.00013413858,0.0002987068,0.0003087072,0.00018262064,0.00022568279,0.00019928855,0.00026823234,0.00021455239],"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":[0.0002947961,0.00011565881,0.00048329803,0.00017995434,0.00001736651,0.00013082534,0.00001872035,0.0004085262,0.994396,0.000064446554,0.00003141815,0.0038589963],"study_design_scores_gemma":[0.0000107992055,0.0012291425,0.0031026362,0.0000143698235,0.000029154131,0.00006152547,0.000030095764,0.00039796619,0.9933248,0.000011113525,0.0017821027,0.0000062754602],"about_ca_topic_score_codex":0.00050115184,"about_ca_topic_score_gemma":0.0015061457,"teacher_disagreement_score":0.0010213776,"about_ca_system_score_codex":0.00019427836,"about_ca_system_score_gemma":0.00016086824,"threshold_uncertainty_score":0.0034168959},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.66257954,0.00022579178,0.32986805,0.000050799397,0.000017434972,0.00009763549,0.00023235347,0.00046586755,0.006462514],"genre_scores_gemma":[0.9891663,0.00009480937,0.009076324,0.0000035566281,0.0000021879885,0.000055291956,0.00007506071,0.000013824901,0.0015126276],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997069,0.00003875768,0.000014643346,0.000049535625,0.00013895103,0.00005117585],"domain_scores_gemma":[0.99962723,0.0001217885,0.00010711329,0.000041266914,0.000088423214,0.000014156001],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037054057,0.00070052984,0.00033829777,0.0010293229,0.0002755128,0.0004821768,0.00091592356,0.00080277404,0.0020621773],"category_scores_gemma":[0.00094697374,0.0003254613,0.0005657384,0.00050035515,0.00032720726,0.00060644525,0.00032348768,0.00027817945,0.00048720834],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009194377,0.00005496867,0.0040810877,0.000099003926,0.000012898928,0.00020576299,0.00009916361,0.9361945,0.03552248,0.0012344002,0.00015603928,0.022247711],"study_design_scores_gemma":[0.0000029796709,0.00008607599,0.0018099778,0.0000056131107,0.000009274361,0.000051164843,0.00003580937,0.9912571,0.0062722773,0.00023349999,0.00022631163,0.000009945232],"about_ca_topic_score_codex":0.0043663667,"about_ca_topic_score_gemma":0.005900109,"teacher_disagreement_score":0.0043663667,"about_ca_system_score_codex":0.0004352213,"about_ca_system_score_gemma":0.0005016921,"threshold_uncertainty_score":0.008681893},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99880826,0.000024103616,0.000819294,0.0000041065555,0.0000030565272,0.000006910097,0.000084210806,0.00002670955,0.00022339268],"genre_scores_gemma":[0.998409,0.000038224312,0.0009393474,0.0000020539208,8.502534e-7,0.000006614866,0.00015674284,0.0000057104244,0.00044158255],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995303,0.00005911102,0.00004453996,0.000092140755,0.00020594912,0.00006801515],"domain_scores_gemma":[0.9993487,0.00010764104,0.000066436245,0.000077661105,0.00031601338,0.00008348898],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006884299,0.00076668133,0.0005559529,0.0010995892,0.00063859863,0.00047022876,0.00065953255,0.0005158443,0.0011997067],"category_scores_gemma":[0.00094159093,0.00025777207,0.00050338474,0.0007217151,0.00037095748,0.00045920632,0.00049188454,0.0002956816,0.00029828475],"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":[0.0031739143,0.0007806793,0.07021971,0.00026888278,0.00011180592,0.00049816456,0.0006070409,0.061929226,0.81760293,0.00025603228,0.00033270093,0.04421893],"study_design_scores_gemma":[0.0001158415,0.0074907,0.2679597,0.00003454602,0.00025364684,0.00020959089,0.000978993,0.10977977,0.61142075,0.00011358055,0.001559568,0.00008325627],"about_ca_topic_score_codex":0.00854257,"about_ca_topic_score_gemma":0.015234693,"teacher_disagreement_score":0.00854257,"about_ca_system_score_codex":0.00052443286,"about_ca_system_score_gemma":0.0005704008,"threshold_uncertainty_score":0.016985714},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.763073,0.00020792121,0.21074691,0.00025593463,0.000018161718,0.000739737,0.005403695,0.0028192413,0.016735326],"genre_scores_gemma":[0.8462206,0.00039455533,0.13985611,0.000046010577,0.000003687692,0.0005850286,0.005214833,0.00028142967,0.0073976596],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99957305,0.00010270234,0.000024372946,0.00007152378,0.00016544308,0.0000628419],"domain_scores_gemma":[0.99904937,0.00022997761,0.00009162624,0.00007863757,0.0005160998,0.000034408768],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009234516,0.0011910786,0.0003834921,0.0011868604,0.00050641893,0.0007249235,0.0010503147,0.00044806008,0.003516927],"category_scores_gemma":[0.0022273434,0.0007435743,0.00048792988,0.00079721335,0.00019274617,0.0006403597,0.00071907986,0.0004373561,0.00090144377],"study_design_candidate":"bench_or_experimental","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":[0.00014679701,0.00024306409,0.040024623,0.00025007332,0.000036313886,0.00028814477,0.00032846167,0.8100133,0.021465378,0.0013586329,0.0018983607,0.123946875],"study_design_scores_gemma":[0.00007749172,0.00043406215,0.053566385,0.0001551234,0.0000741788,0.000083954816,0.00071451755,0.8868328,0.039316397,0.0015757179,0.017102847,0.000066620654],"about_ca_topic_score_codex":0.13121238,"about_ca_topic_score_gemma":0.33241338,"teacher_disagreement_score":0.86878765,"about_ca_system_score_codex":0.004674833,"about_ca_system_score_gemma":0.004557846,"threshold_uncertainty_score":0.26089728},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8856538,0.00036245747,0.10792087,0.00016571423,0.000021283393,0.00007835554,0.00015125018,0.00017639279,0.005469772],"genre_scores_gemma":[0.99293786,0.00021017964,0.005131912,0.000008067935,0.000004566629,0.000044047603,0.000025663843,0.000009584108,0.0016280697],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997478,0.000045618122,0.00001404255,0.000037207472,0.000118620206,0.000036761754],"domain_scores_gemma":[0.99967766,0.00016190365,0.00008085357,0.000029189207,0.000040620154,0.000009830893],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003350852,0.00048505157,0.00041294572,0.00045703593,0.00027160457,0.0006571906,0.0008293292,0.001045362,0.0007301592],"category_scores_gemma":[0.0011143538,0.00035687504,0.0004258259,0.00037091522,0.0011472846,0.0006596014,0.00049559143,0.00032518804,0.00016221199],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013172974,0.00011665523,0.0019140636,0.0002206946,0.000015348489,0.0004519278,0.00026261472,0.85852206,0.117880695,0.0046821567,0.00012699269,0.015674999],"study_design_scores_gemma":[0.000009755176,0.000057196557,0.00060100097,0.0000075894372,0.0000050264352,0.000033072414,0.00004215078,0.98014736,0.0185639,0.0003708259,0.00015376545,0.000008457567],"about_ca_topic_score_codex":0.0023061342,"about_ca_topic_score_gemma":0.001390117,"teacher_disagreement_score":0.0023061342,"about_ca_system_score_codex":0.00042696914,"about_ca_system_score_gemma":0.00044104562,"threshold_uncertainty_score":0.0045855045},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3217538,0.0010159226,0.63273275,0.00058488577,0.0001769871,0.000190941,0.00042885958,0.00074056553,0.042375322],"genre_scores_gemma":[0.978132,0.0004724761,0.0076177493,0.00005066802,0.000025410653,0.000111625435,0.00007013403,0.000053519867,0.013466467],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980515,0.000034746172,0.000012070715,0.0000435842,0.000056740148,0.00004776118],"domain_scores_gemma":[0.9997863,0.00007349904,0.000040463023,0.000015395057,0.000068441776,0.000015834881],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002885184,0.0005456263,0.0006478785,0.00060483563,0.00045872157,0.0008986104,0.0014668774,0.0018248371,0.0020310837],"category_scores_gemma":[0.0008537796,0.00047142574,0.00064367487,0.00042358704,0.00080974784,0.00073040905,0.00059784966,0.0006228179,0.00041213422],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029965224,0.000030412093,0.0008324987,0.00005397831,0.000008373006,0.00037266777,0.00010073364,0.98163223,0.0074984287,0.00531239,0.0003187797,0.0038095126],"study_design_scores_gemma":[0.000004192173,0.000009326785,0.0001600125,0.0000042152246,0.0000032974544,0.00002931082,0.000020302334,0.9986511,0.00041695204,0.00038227695,0.00031468974,0.0000043183554],"about_ca_topic_score_codex":0.012625859,"about_ca_topic_score_gemma":0.0068829693,"teacher_disagreement_score":0.012625859,"about_ca_system_score_codex":0.000956663,"about_ca_system_score_gemma":0.0009729438,"threshold_uncertainty_score":0.025104761},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990274,0.000015968724,0.00045580493,0.0000058014975,0.0000011601987,0.0000023662478,0.000028708884,0.000025968095,0.00043687722],"genre_scores_gemma":[0.9994997,0.000018866187,0.00019030347,0.0000021413173,3.1437116e-7,0.0000013852887,0.000031183645,0.0000033698896,0.00025269485],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998456,0.000027511252,0.000010583656,0.00002796054,0.00005681853,0.00003143562],"domain_scores_gemma":[0.99972004,0.000087419256,0.00007420124,0.000046432713,0.000043186,0.000028708688],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013134803,0.0003181633,0.00018171726,0.00043481283,0.0001873746,0.00033040682,0.00027751588,0.00034977455,0.0016011868],"category_scores_gemma":[0.00069522223,0.00020251585,0.00024220858,0.0002510264,0.0005466945,0.00021561015,0.00031800772,0.00016289428,0.00022204533],"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":[0.0006813505,0.00014136118,0.09471898,0.000168825,0.00006070274,0.0030143666,0.0005421781,0.27068028,0.6144396,0.000615516,0.00025418747,0.0146826],"study_design_scores_gemma":[0.000031869084,0.0016309427,0.6595864,0.000043450305,0.0000927527,0.0011573153,0.0012420219,0.18725482,0.1472745,0.00022929598,0.0013728767,0.00008376742],"about_ca_topic_score_codex":0.0033600163,"about_ca_topic_score_gemma":0.006462871,"teacher_disagreement_score":0.0033600163,"about_ca_system_score_codex":0.00022789418,"about_ca_system_score_gemma":0.00016377517,"threshold_uncertainty_score":0.006680906},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8294306,0.0063358126,0.13127005,0.0127628585,0.00050706853,0.00026217772,0.00042462646,0.001027159,0.017979652],"genre_scores_gemma":[0.90179056,0.0047727167,0.08693923,0.0010078521,0.00014229606,0.000103399056,0.0002818927,0.00024084096,0.004721145],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99819726,0.00063687214,0.000098488876,0.00019202549,0.0007309062,0.00014453035],"domain_scores_gemma":[0.9957724,0.0016126019,0.00014459509,0.0009965898,0.0011656472,0.00030805176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0047355373,0.0006826525,0.00064217765,0.00040216537,0.0005340201,0.0011260959,0.0024666393,0.0012920388,0.0018742478],"category_scores_gemma":[0.0061137085,0.00033770018,0.00049926824,0.0003787348,0.0017539874,0.0021997269,0.0012268136,0.0016225575,0.0006095544],"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":[0.0004992779,0.0015891248,0.026130352,0.0010392556,0.000083796716,0.001209474,0.0026197329,0.1019572,0.1472815,0.007801147,0.009856233,0.69993293],"study_design_scores_gemma":[0.00042998133,0.021482084,0.09207346,0.0013171778,0.00023486832,0.0057975254,0.026301434,0.1566441,0.39677492,0.093378134,0.20487651,0.0006898241],"about_ca_topic_score_codex":0.0030140164,"about_ca_topic_score_gemma":0.005319613,"teacher_disagreement_score":0.0047355373,"about_ca_system_score_codex":0.0006911353,"about_ca_system_score_gemma":0.0005983365,"threshold_uncertainty_score":0.025044262},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975141,0.00019430426,0.00080844335,0.00011957684,0.000020910464,0.000013267374,0.00028467303,0.00003665584,0.0010080464],"genre_scores_gemma":[0.9911618,0.00012474408,0.0011756278,0.000027987995,0.00000454438,0.000012176895,0.0002073349,0.000015709818,0.007269982],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996723,0.00007338252,0.000016236549,0.000053891144,0.00012287174,0.000061336206],"domain_scores_gemma":[0.999559,0.00009206557,0.000051231953,0.0000624976,0.00018325096,0.000051989482],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00072388933,0.00016457605,0.00027546,0.00017614149,0.0005350237,0.00047107803,0.0003111977,0.00036977802,0.0038431573],"category_scores_gemma":[0.0006072874,0.000079503465,0.0002883548,0.00020876381,0.0002079634,0.00080905325,0.0003645798,0.0002803248,0.0008922644],"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":[0.001438869,0.00019732377,0.004820892,0.00009095779,0.000017720684,0.00015170168,0.00026178348,0.0020768973,0.9674692,0.00028324255,0.0010925903,0.02209874],"study_design_scores_gemma":[0.000022931827,0.001214854,0.010525487,0.000007736367,0.000023938746,0.00007000869,0.0004246699,0.002609698,0.9787416,0.00010186243,0.0062405476,0.00001665752],"about_ca_topic_score_codex":0.0034763487,"about_ca_topic_score_gemma":0.0055660065,"teacher_disagreement_score":0.0038431573,"about_ca_system_score_codex":0.00048146653,"about_ca_system_score_gemma":0.0003688853,"threshold_uncertainty_score":0.012856662},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978333,0.00006511875,0.0015688989,0.0000075173893,0.000014956088,0.000030770367,0.00011506245,0.000048346803,0.00031588523],"genre_scores_gemma":[0.99828184,0.000052454052,0.0008304417,0.0000050581452,0.000004214325,0.00002687105,0.00011478344,0.000009947125,0.00067441264],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999353,0.000068176596,0.000070794405,0.00012480574,0.00024069534,0.00014262032],"domain_scores_gemma":[0.99821633,0.0005500303,0.00026726542,0.00022199214,0.00055872375,0.0001856279],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005540816,0.0010025573,0.000612088,0.0006110723,0.00048390462,0.00026189076,0.0006828061,0.00076446676,0.0022855243],"category_scores_gemma":[0.0010640378,0.00027024202,0.00045741617,0.0004429663,0.00047078106,0.00048329044,0.00042676955,0.00047760224,0.00036531215],"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":[0.0011319052,0.00046422897,0.0031601412,0.0003335863,0.00003676411,0.0004318064,0.00044680753,0.006043845,0.97973907,0.0000599372,0.00013118559,0.008020774],"study_design_scores_gemma":[0.000080537175,0.012903084,0.04449163,0.000038287948,0.000097666765,0.00015418085,0.0005059164,0.017655756,0.9233018,0.000058066096,0.0006652151,0.000047749792],"about_ca_topic_score_codex":0.0007195093,"about_ca_topic_score_gemma":0.0015124967,"teacher_disagreement_score":0.0022855243,"about_ca_system_score_codex":0.00021746002,"about_ca_system_score_gemma":0.00015707024,"threshold_uncertainty_score":0.007645786},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986552,0.00019778764,0.0004929488,0.000009378986,0.000006083399,0.000005057885,0.00006940067,0.00000985511,0.00055431516],"genre_scores_gemma":[0.9990716,0.000083244915,0.00038573306,0.000007058644,0.0000016288773,0.0000036345323,0.000045936926,0.0000062020113,0.000394917],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971205,0.00002890505,0.0000226858,0.000054976732,0.00013748885,0.00004390771],"domain_scores_gemma":[0.9994863,0.0001143059,0.00015209489,0.00004146919,0.00013879217,0.000066922745],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002493112,0.0002554778,0.00022789008,0.0003876967,0.0001505687,0.00028544717,0.00023091256,0.00023079128,0.0015340734],"category_scores_gemma":[0.0006195227,0.00011422669,0.00024467823,0.00024066535,0.0002250386,0.00028909912,0.00027579584,0.00022957631,0.0001702491],"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":[0.00028794253,0.000063369465,0.01167038,0.00017851463,0.000031238895,0.00029768038,0.00009983184,0.0022418755,0.9749211,0.00012020196,0.00008837124,0.009999464],"study_design_scores_gemma":[0.000009640666,0.0010035931,0.06962589,0.000018110533,0.000071520364,0.00024924264,0.000359786,0.0063093393,0.9205293,0.00007194223,0.0017310183,0.000020525194],"about_ca_topic_score_codex":0.0008054801,"about_ca_topic_score_gemma":0.0021299426,"teacher_disagreement_score":0.0015340734,"about_ca_system_score_codex":0.000170878,"about_ca_system_score_gemma":0.0001220464,"threshold_uncertainty_score":0.0051320195},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75185525,0.0020697755,0.22670902,0.00021782056,0.000070793176,0.000214846,0.00036067297,0.00055948686,0.017942213],"genre_scores_gemma":[0.9876918,0.000525195,0.010058781,0.000035637728,0.000027255062,0.00008289688,0.00015994845,0.000046742938,0.0013717724],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996561,0.00004438832,0.000031043528,0.00009275915,0.00013885705,0.00003681027],"domain_scores_gemma":[0.99785537,0.0007729488,0.00070401275,0.00023310742,0.00036232316,0.0000722887],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007044312,0.00035942742,0.00022450669,0.0014861496,0.00022998005,0.00041551815,0.00042391062,0.00039530112,0.0018228844],"category_scores_gemma":[0.00355127,0.00015996226,0.00033356677,0.00055299577,0.00044596219,0.00094872835,0.0003250148,0.00045866912,0.00054390007],"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":[0.00025681194,0.0004051509,0.025512148,0.0005646467,0.00009737346,0.0014984017,0.0024475192,0.401468,0.31782213,0.08287986,0.0036142436,0.16343372],"study_design_scores_gemma":[0.000021134105,0.0004754546,0.046311628,0.00007724793,0.00004391346,0.0007538584,0.00039777256,0.84912235,0.049260452,0.041697737,0.011727802,0.00011059031],"about_ca_topic_score_codex":0.0012966698,"about_ca_topic_score_gemma":0.0011002597,"teacher_disagreement_score":0.0018228844,"about_ca_system_score_codex":0.00039647182,"about_ca_system_score_gemma":0.00015996744,"threshold_uncertainty_score":0.006098151},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.035194572,0.000040812767,0.96027684,0.000037576865,0.000027802522,0.00022567913,0.00011830037,0.0005143631,0.0035640537],"genre_scores_gemma":[0.45347053,0.000113957445,0.54152954,0.000032869233,0.000019296016,0.0006342203,0.00017495627,0.00018177503,0.0038429],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983776,0.000030420997,0.000012280579,0.000020670372,0.00008209699,0.000016738755],"domain_scores_gemma":[0.9995408,0.00017788005,0.000039004026,0.000046359088,0.00016919052,0.000026877498],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005559879,0.00042012642,0.0004835687,0.00057267403,0.0007056695,0.0007169252,0.0011622327,0.0011800826,0.0032366079],"category_scores_gemma":[0.0016910238,0.00029469738,0.0004094127,0.0005145143,0.0004639164,0.00034012017,0.0007064709,0.00076280365,0.0005004654],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013392585,0.000281698,0.002951134,0.00035615638,0.000049259448,0.00046802164,0.00036947336,0.75478786,0.07913888,0.019684404,0.001109728,0.14066944],"study_design_scores_gemma":[0.0000129429145,0.000038581566,0.00047154145,0.000013138927,0.0000049996315,0.000045863424,0.000025801846,0.9928133,0.0049291966,0.0008718964,0.0007627957,0.000010018615],"about_ca_topic_score_codex":0.0044320603,"about_ca_topic_score_gemma":0.0046267547,"teacher_disagreement_score":0.0044320603,"about_ca_system_score_codex":0.00037435335,"about_ca_system_score_gemma":0.0012464479,"threshold_uncertainty_score":0.010827601},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988545,0.00044649446,0.00029375605,0.000015953663,0.000008728224,0.000006766425,0.00012127704,0.00001537788,0.0002370143],"genre_scores_gemma":[0.9972844,0.00040931214,0.0011837228,0.000027559478,0.000004819096,0.000018755902,0.00020522473,0.000007281144,0.00085878104],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999405,0.000008151836,0.000005656793,0.000014906308,0.000014997752,0.000015750476],"domain_scores_gemma":[0.9998661,0.000022267935,0.000034700868,0.000006967682,0.000021930839,0.000047960093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000120527875,0.00030238126,0.00026022043,0.0001178603,0.00010931182,0.00025883995,0.00016103889,0.00016171025,0.00066553487],"category_scores_gemma":[0.000104830986,0.00009662638,0.0001906115,0.00013821942,0.00008295897,0.00023139677,0.00016117269,0.0003457331,0.00008648818],"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":[0.00008808325,0.000021741775,0.00029369962,0.0000404915,0.0000041250314,0.0000114027935,0.000007478619,0.00004764609,0.998616,0.000005284985,0.0000075869275,0.0008564342],"study_design_scores_gemma":[0.000009859717,0.0010903963,0.014564804,0.000009629387,0.000031102485,0.000042424617,0.00005218123,0.0006454023,0.9827017,0.000018137647,0.00082559785,0.0000089116575],"about_ca_topic_score_codex":0.0010228403,"about_ca_topic_score_gemma":0.0029279233,"teacher_disagreement_score":0.0010228403,"about_ca_system_score_codex":0.00018996993,"about_ca_system_score_gemma":0.00016124878,"threshold_uncertainty_score":0.002226472},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9900947,0.00022656618,0.0076763835,0.000050118062,0.000032305838,0.00019686755,0.00028756994,0.00011076452,0.0013245777],"genre_scores_gemma":[0.98779404,0.00019579314,0.010199915,0.00006482881,0.000016889977,0.00013660575,0.00036312456,0.000040868115,0.0011880178],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99841213,0.00032389665,0.00010702329,0.0002672503,0.0007598528,0.00012992285],"domain_scores_gemma":[0.9958438,0.0011734017,0.0006014785,0.00045503062,0.0016589008,0.0002672692],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014663446,0.00071719167,0.00056450226,0.0009385282,0.0009000762,0.0005002903,0.000969147,0.00064545945,0.0013908658],"category_scores_gemma":[0.0030699621,0.00039155493,0.00051001454,0.0005239634,0.0008651344,0.0005165265,0.0007342068,0.0007702135,0.00051979715],"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":[0.0003100872,0.0003802784,0.006132339,0.00016880337,0.00003649574,0.00030217436,0.00037968333,0.0008812652,0.9814509,0.000083588435,0.00018415051,0.009690286],"study_design_scores_gemma":[0.00005155204,0.00829458,0.038807187,0.00002544759,0.000080934464,0.00068620656,0.0005202591,0.0022973896,0.947251,0.00008073033,0.0018483764,0.000056250607],"about_ca_topic_score_codex":0.0033614011,"about_ca_topic_score_gemma":0.010096561,"teacher_disagreement_score":0.0033614011,"about_ca_system_score_codex":0.0005253099,"about_ca_system_score_gemma":0.0008377315,"threshold_uncertainty_score":0.0077548623},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99914324,0.000012381316,0.0006021611,0.0000022782099,6.280607e-7,0.0000013341198,0.000013242131,0.000008744313,0.00021596457],"genre_scores_gemma":[0.9993155,0.000017022001,0.0004604759,0.0000013141175,2.614665e-7,0.0000014749778,0.000035203433,0.000001596114,0.00016714854],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999207,0.00001315781,0.0000043581113,0.000010468304,0.00003258049,0.000018680075],"domain_scores_gemma":[0.9998418,0.00004697994,0.00004155038,0.000015459133,0.000026421256,0.00002769061],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022045516,0.0003471232,0.00019722356,0.00023664699,0.00009743301,0.00016193923,0.00029050658,0.00025893422,0.0006519979],"category_scores_gemma":[0.00031514384,0.00012699314,0.00012420806,0.00015085771,0.00018742497,0.00017061392,0.00023620471,0.000094726376,0.00011704371],"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":[0.00075445743,0.00014637588,0.012282504,0.000087494765,0.00003059139,0.00031727846,0.00013616617,0.10741841,0.86698806,0.0004006511,0.00010339364,0.011334641],"study_design_scores_gemma":[0.000050726354,0.0041085896,0.05088645,0.000022943053,0.00006849707,0.00028697326,0.00022753018,0.34882268,0.5943898,0.00016320693,0.0009461159,0.000026469823],"about_ca_topic_score_codex":0.0006870637,"about_ca_topic_score_gemma":0.0014701631,"teacher_disagreement_score":0.0006870637,"about_ca_system_score_codex":0.00016912362,"about_ca_system_score_gemma":0.00017806813,"threshold_uncertainty_score":0.0021811128},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976834,0.00026327546,0.0010828195,0.000011347958,0.0000104067,0.000014002278,0.00017298084,0.000038898597,0.00072281476],"genre_scores_gemma":[0.9979892,0.00013666438,0.00084297365,0.000011168192,0.0000034157056,0.00000931593,0.00020004419,0.000010436303,0.0007967722],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99956423,0.000025335195,0.00003752779,0.000075880256,0.00020222832,0.00009481913],"domain_scores_gemma":[0.9995466,0.000104825616,0.00007213648,0.000035746263,0.00016312984,0.00007762694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036235977,0.0005074363,0.00036881177,0.0013836273,0.00024453827,0.00032936552,0.00035267338,0.0003660088,0.0013837841],"category_scores_gemma":[0.000837979,0.00023571629,0.00023398406,0.0007369968,0.0004209342,0.00056211115,0.00040041027,0.00043735068,0.00018250803],"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":[0.00040862052,0.00004482121,0.0036058743,0.00008762479,0.00001824655,0.00025794745,0.00017988359,0.0019369004,0.9847526,0.00014210297,0.0000713188,0.00849421],"study_design_scores_gemma":[0.000012751045,0.00056441897,0.03242418,0.00001937561,0.000030766805,0.00013295286,0.00029101566,0.012921348,0.9522579,0.000075734024,0.0012380123,0.000031602118],"about_ca_topic_score_codex":0.0028178524,"about_ca_topic_score_gemma":0.00645088,"teacher_disagreement_score":0.0028178524,"about_ca_system_score_codex":0.0003161848,"about_ca_system_score_gemma":0.00021247711,"threshold_uncertainty_score":0.005602956},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984977,0.0003454556,0.00069634075,0.0000061525884,0.0000045315446,0.000008927946,0.00021982884,0.000007559503,0.00021351005],"genre_scores_gemma":[0.9978508,0.00030231872,0.001012905,0.000013725346,0.0000021732978,0.000016617478,0.00027642734,0.000007832043,0.0005172907],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997695,0.000025958901,0.000021941962,0.000055097204,0.000095639785,0.000031938278],"domain_scores_gemma":[0.99960357,0.00006510246,0.00014554606,0.00002163815,0.00012489407,0.000039296738],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019582736,0.00031636903,0.0003201255,0.000602647,0.00012649121,0.00034392142,0.0002029111,0.00032198217,0.00060363],"category_scores_gemma":[0.00036330856,0.00013209009,0.0002478361,0.00051457336,0.0002161513,0.0002890696,0.00015517075,0.00026727453,0.00010716036],"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":[0.00018423228,0.000026849913,0.005706883,0.00014131278,0.000016734442,0.00012176209,0.000052100273,0.00028485106,0.98988694,0.000015935104,0.000012512284,0.00354998],"study_design_scores_gemma":[0.00000993542,0.0012212299,0.087246105,0.00003650788,0.00007837673,0.0003512672,0.00039950147,0.0013683283,0.9080598,0.00004116448,0.0011631994,0.000024627268],"about_ca_topic_score_codex":0.0008975027,"about_ca_topic_score_gemma":0.0017984171,"teacher_disagreement_score":0.0008975027,"about_ca_system_score_codex":0.00013331318,"about_ca_system_score_gemma":0.0001778121,"threshold_uncertainty_score":0.0020192862},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999081,0.000015735406,0.0005684977,0.0000037792718,0.0000038917196,0.0000042406964,0.00004788936,0.000018382332,0.0002564828],"genre_scores_gemma":[0.9988533,0.00003513759,0.0005241218,0.0000022599927,9.254714e-7,0.0000052140617,0.000088614506,0.000005445001,0.00048492252],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997229,0.000040494117,0.000027342447,0.00005480683,0.00009720947,0.000057197314],"domain_scores_gemma":[0.9996611,0.00009205023,0.000046541783,0.000043866297,0.000074254065,0.00008210746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041389253,0.00071116193,0.0006068372,0.0003463003,0.00023810385,0.00045524669,0.0005466843,0.00052749977,0.0020732956],"category_scores_gemma":[0.0009225062,0.00031315218,0.00037179337,0.00043318424,0.00047980895,0.00034187862,0.00060462265,0.00025747513,0.00046934257],"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":[0.0022200015,0.00021702726,0.025333045,0.00022306138,0.000057757297,0.0011666354,0.0005818689,0.106496245,0.84800804,0.00026646152,0.00017149125,0.015258407],"study_design_scores_gemma":[0.00011441523,0.006757279,0.09972482,0.00010052317,0.00015178617,0.00039639862,0.0014512503,0.2062133,0.68331677,0.00023088104,0.0014343573,0.00010815109],"about_ca_topic_score_codex":0.0031640083,"about_ca_topic_score_gemma":0.0056096297,"teacher_disagreement_score":0.0031640083,"about_ca_system_score_codex":0.00031562432,"about_ca_system_score_gemma":0.0004088579,"threshold_uncertainty_score":0.006935835},"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":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.109284334,0.0009074895,0.0043650526,0.003476952,0.0008408336,0.00080490834,0.0040211235,0.0008703951,0.87542886],"genre_scores_gemma":[0.10890137,0.0008899721,0.004300602,0.00032870454,0.000040780236,0.00017050006,0.0034918145,0.00029359444,0.8815827],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995697,0.00003639066,0.000007438204,0.00006432727,0.00022056217,0.00010166708],"domain_scores_gemma":[0.999597,0.000017769737,0.000014103666,0.000023723584,0.00020419816,0.00014322893],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039037308,0.0002744065,0.00014332517,0.00031962627,0.0021020223,0.0019602962,0.00053452933,0.0005819724,0.0713904],"category_scores_gemma":[0.00058540155,0.00022408475,0.00013590824,0.000373169,0.00036264813,0.0005504269,0.0014389141,0.00068027654,0.0146117145],"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":[0.0003098845,0.00033777318,0.01430178,0.00040088836,0.000020469233,0.0012500081,0.0053423913,0.0011555097,0.010620354,0.022352606,0.6948138,0.24909446],"study_design_scores_gemma":[0.000012684607,0.00007104107,0.01266688,0.000060929848,0.0000052441906,0.00015320802,0.0018656693,0.00017169942,0.00088846067,0.00031306996,0.98378354,0.000007539731],"about_ca_topic_score_codex":0.20673774,"about_ca_topic_score_gemma":0.60030884,"teacher_disagreement_score":0.20673774,"about_ca_system_score_codex":0.0025660305,"about_ca_system_score_gemma":0.007194108,"threshold_uncertainty_score":0.4110688},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97458273,0.000044441447,0.009144492,0.000019048426,0.0000091801285,0.000062430416,0.00048037746,0.00018229647,0.015474959],"genre_scores_gemma":[0.9858293,0.000032546697,0.006676455,0.000004839393,0.0000020913394,0.000026255639,0.00035879845,0.000016935657,0.0070527545],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999025,0.000010002051,0.0000034061693,0.000015177539,0.000042660664,0.000026141934],"domain_scores_gemma":[0.9999089,0.000004730945,0.000012066983,0.000012326405,0.000025554109,0.000036491572],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009213313,0.0003589174,0.00017809273,0.00045459642,0.00026674935,0.00037507783,0.0005044624,0.00030837188,0.005835857],"category_scores_gemma":[0.000116725176,0.00015269844,0.00014157852,0.00037150175,0.00023086215,0.0001328072,0.0005056064,0.00021886305,0.0008692436],"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":[0.0011648771,0.0010097051,0.057374593,0.00043259838,0.00007738972,0.003102765,0.0005344572,0.33487672,0.45084888,0.0077362345,0.0044553843,0.13838638],"study_design_scores_gemma":[0.00024318631,0.009759642,0.30250195,0.00012294904,0.0001504085,0.0029772467,0.0015109902,0.4775369,0.1419749,0.0021663646,0.06093093,0.00012443074],"about_ca_topic_score_codex":0.008664068,"about_ca_topic_score_gemma":0.031583503,"teacher_disagreement_score":0.008664068,"about_ca_system_score_codex":0.00044138986,"about_ca_system_score_gemma":0.000715751,"threshold_uncertainty_score":0.019522905},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7945563,0.00010770581,0.19879878,0.00006981826,0.000015574846,0.000047807745,0.00015645567,0.0002430551,0.0060045267],"genre_scores_gemma":[0.99024874,0.000081389924,0.0076882453,0.000009413566,0.0000026378561,0.00002519804,0.000043956177,0.0000157215,0.0018847756],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999491,0.000007715382,0.000003113737,0.000012087266,0.000014045659,0.000013891133],"domain_scores_gemma":[0.9999175,0.000028639477,0.000022646705,0.000009561349,0.0000128134125,0.000008848098],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009267981,0.0003178186,0.0002790925,0.00030612253,0.00020693641,0.0004745027,0.0005370109,0.00060398964,0.00083716016],"category_scores_gemma":[0.00022570646,0.0001829649,0.0003426769,0.00026252226,0.0004357259,0.00036264918,0.00033076803,0.00022420977,0.00015084993],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007720457,0.000016922315,0.0016404988,0.000014115627,0.0000049881924,0.00008046781,0.000024160243,0.9879408,0.007192632,0.0006061941,0.000031166248,0.0024403867],"study_design_scores_gemma":[0.0000015915709,0.000008811853,0.0004831376,0.0000011593731,0.0000015722787,0.00000985141,0.000009522671,0.9988783,0.00043172258,0.000115193834,0.00005707748,0.000002035627],"about_ca_topic_score_codex":0.015167616,"about_ca_topic_score_gemma":0.015986133,"teacher_disagreement_score":0.015167616,"about_ca_system_score_codex":0.0004385871,"about_ca_system_score_gemma":0.0008050991,"threshold_uncertainty_score":0.030158699},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8738883,0.0006205568,0.090200074,0.00064409716,0.00014017985,0.000078199126,0.0010249701,0.0005235512,0.032880004],"genre_scores_gemma":[0.99335986,0.0001430247,0.0038506929,0.00004467638,0.000010380871,0.000029131977,0.00012256624,0.00002881928,0.002410887],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988556,0.000022656588,0.0000082492115,0.000019676634,0.000030811607,0.000033100983],"domain_scores_gemma":[0.99970764,0.000119152275,0.00005399944,0.0000283056,0.00004281896,0.00004809864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016562577,0.0004502482,0.0005468373,0.00037781816,0.0006395363,0.0014759423,0.0009767681,0.001703891,0.0028587228],"category_scores_gemma":[0.0007278631,0.0003813988,0.00042256186,0.0005958132,0.001125965,0.0007110555,0.00079060654,0.0005840192,0.000282344],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025030868,0.00002230597,0.00039227633,0.000011265781,0.0000053332633,0.00007363354,0.000016760227,0.9961689,0.0011122841,0.0014403617,0.000074793956,0.0006570962],"study_design_scores_gemma":[0.000006409138,0.000007446083,0.00023290815,0.0000031436616,0.0000019310032,0.000009386001,0.000017155275,0.9989905,0.00027112442,0.0003501302,0.00010400702,0.0000058578735],"about_ca_topic_score_codex":0.019805416,"about_ca_topic_score_gemma":0.011335627,"teacher_disagreement_score":0.019805416,"about_ca_system_score_codex":0.0009046622,"about_ca_system_score_gemma":0.0009660937,"threshold_uncertainty_score":0.039380312},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9870515,0.000092659466,0.012057566,0.000009686705,0.0000064147325,0.0000119336155,0.000020869697,0.000060761886,0.000688526],"genre_scores_gemma":[0.99419737,0.00002487468,0.0055196765,0.0000022632623,5.9095476e-7,0.0000042565225,0.000011886295,0.000005576837,0.00023350616],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997805,0.00003528702,0.000015741109,0.000056794022,0.0000601118,0.00005170533],"domain_scores_gemma":[0.9996413,0.00005864986,0.00012597325,0.00003255779,0.00009359323,0.000047950678],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026165938,0.00039346208,0.0002809801,0.00038352647,0.00020391303,0.0005705305,0.0006715953,0.00047411205,0.0007081132],"category_scores_gemma":[0.00093646266,0.00030103856,0.00013030265,0.00012589582,0.00029983296,0.00049323856,0.00039004534,0.00019237932,0.00035311596],"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":[0.00065690576,0.00028153913,0.023082383,0.00028805464,0.000039954284,0.00065888837,0.00026211378,0.15944922,0.7764918,0.0012004657,0.00020408956,0.037384573],"study_design_scores_gemma":[0.00007048271,0.00240739,0.04217443,0.00009073545,0.00015946056,0.00047118674,0.0010302829,0.29266196,0.65731215,0.000573763,0.0029784192,0.000069751106],"about_ca_topic_score_codex":0.0015222388,"about_ca_topic_score_gemma":0.006143971,"teacher_disagreement_score":0.0015222388,"about_ca_system_score_codex":0.0003262892,"about_ca_system_score_gemma":0.0005178909,"threshold_uncertainty_score":0.0030267835},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9756933,0.00007731496,0.014645429,0.00010221998,0.000043782922,0.000030367368,0.00018747096,0.0001661734,0.00905402],"genre_scores_gemma":[0.99480104,0.000037558842,0.0027124155,0.000010595826,0.0000031058885,0.000018805793,0.000069464644,0.000015220349,0.0023318783],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998165,0.000032309803,0.000011108052,0.000032570853,0.00004925905,0.000058360773],"domain_scores_gemma":[0.99962807,0.00013643994,0.000055004206,0.000045653047,0.000052509466,0.00008224314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019550817,0.0005013795,0.00077226624,0.00038434486,0.0006028739,0.0014177401,0.0011988442,0.0024648388,0.0030208044],"category_scores_gemma":[0.00077628257,0.0004737692,0.0005902312,0.0004283289,0.0011617506,0.0005650904,0.00097080256,0.0006391427,0.00036135383],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007820883,0.00007743144,0.0010971269,0.000025780233,0.00001474875,0.00043434234,0.000046743222,0.9888053,0.006334826,0.0011192049,0.00012179224,0.0018443789],"study_design_scores_gemma":[0.000023341136,0.00006270722,0.001519357,0.000007332143,0.000008211447,0.000047859983,0.000075392614,0.9957182,0.0020583556,0.00021944217,0.00024459936,0.000015234135],"about_ca_topic_score_codex":0.0058286237,"about_ca_topic_score_gemma":0.0032799074,"teacher_disagreement_score":0.0058286237,"about_ca_system_score_codex":0.0005511377,"about_ca_system_score_gemma":0.0010113862,"threshold_uncertainty_score":0.011589408},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2352509,0.00012551244,0.74880683,0.0002006182,0.00002560147,0.00007565626,0.00012022495,0.00024705732,0.015147582],"genre_scores_gemma":[0.98088855,0.0000799101,0.01256412,0.000020773556,0.000007645773,0.00007507117,0.00011102113,0.00004905085,0.006203921],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99963963,0.00007350549,0.000013011293,0.000046989888,0.00014829103,0.000078678924],"domain_scores_gemma":[0.9997254,0.00007556461,0.00005200994,0.000022940607,0.00009877869,0.000025304314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035121804,0.0007007352,0.00041839384,0.0005428259,0.00037909407,0.00071873184,0.00082811306,0.00075232657,0.0037278133],"category_scores_gemma":[0.00082573347,0.00026287165,0.00047222088,0.00027648773,0.00045660874,0.00056561065,0.0007765568,0.0003778102,0.00042799357],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014708743,0.000079880185,0.0008951964,0.00009082817,0.000018499453,0.0001640411,0.000097855,0.9066161,0.04227256,0.017154315,0.00044124946,0.03202229],"study_design_scores_gemma":[0.000010089929,0.00013408945,0.00046728147,0.000007758472,0.0000083976565,0.000029011357,0.00006475911,0.9885461,0.0057907733,0.003999717,0.00093468634,0.0000073191754],"about_ca_topic_score_codex":0.006239218,"about_ca_topic_score_gemma":0.0041971947,"teacher_disagreement_score":0.006239218,"about_ca_system_score_codex":0.00063348335,"about_ca_system_score_gemma":0.00076542393,"threshold_uncertainty_score":0.012470841},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9543859,0.00032337854,0.04223676,0.000042864125,0.000023609009,0.00006838872,0.000060744915,0.0003016511,0.002556731],"genre_scores_gemma":[0.97793704,0.00015264856,0.018854821,0.000021804537,0.0000047345598,0.000023026227,0.00004984943,0.000016303986,0.0029396808],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999231,0.0000053525355,0.0000045786946,0.000016387618,0.00003413851,0.000016531465],"domain_scores_gemma":[0.99993205,0.000003995175,0.00002592094,0.0000070541737,0.000016430078,0.000014585563],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000093480594,0.00035219744,0.0001517383,0.00033393074,0.00015164733,0.00015232238,0.0002538803,0.0001685751,0.0010574124],"category_scores_gemma":[0.00008895165,0.00011822838,0.00014769685,0.00019234998,0.00012084468,0.0002577136,0.00031935365,0.0002239837,0.00029393696],"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":[0.00004969737,0.00006995598,0.0007812874,0.000095452124,0.000006521432,0.00014355007,0.00006398539,0.0016493695,0.9751697,0.00030373037,0.00017041272,0.021496242],"study_design_scores_gemma":[0.000021949938,0.001390577,0.009400199,0.000019373374,0.000034066634,0.0005219059,0.00012693493,0.015872508,0.9635867,0.000083783896,0.008919988,0.000022087392],"about_ca_topic_score_codex":0.0005078754,"about_ca_topic_score_gemma":0.0028835847,"teacher_disagreement_score":0.0010574124,"about_ca_system_score_codex":0.0001266887,"about_ca_system_score_gemma":0.00017170084,"threshold_uncertainty_score":0.0035374165},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970873,0.000018241617,0.0016233446,0.000030631287,0.000004559461,0.000012158272,0.000077217075,0.000038238457,0.0011083897],"genre_scores_gemma":[0.99852633,0.000015740958,0.0009150966,0.0000045072534,0.0000011975333,0.000010158144,0.00006585438,0.000004476402,0.00045662417],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992347,0.000015924106,0.0000051228326,0.000014402046,0.000017904777,0.000023230883],"domain_scores_gemma":[0.9997168,0.00013373695,0.00004299461,0.00001911803,0.000043800603,0.00004338144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002522911,0.00044441808,0.0003247546,0.00045319414,0.0003443837,0.00056293444,0.0005067516,0.001071375,0.0010702147],"category_scores_gemma":[0.000786016,0.00024251941,0.0003509588,0.00027687606,0.0006058961,0.00021785786,0.0003583543,0.00036721636,0.00016285609],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001145133,0.00011583553,0.011067999,0.000028687988,0.00001811734,0.00028923733,0.000064144195,0.97776437,0.0071330727,0.00029979076,0.00011909022,0.0029851808],"study_design_scores_gemma":[0.000008765787,0.000068142326,0.0028128838,0.00000277998,0.0000030929034,0.000011937341,0.000029223947,0.9962298,0.00075246923,0.000035378584,0.000041080566,0.000004405227],"about_ca_topic_score_codex":0.02210163,"about_ca_topic_score_gemma":0.014341498,"teacher_disagreement_score":0.02210163,"about_ca_system_score_codex":0.000619144,"about_ca_system_score_gemma":0.000499139,"threshold_uncertainty_score":0.04394597},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990086,0.00024721076,0.00027069915,0.000012922021,0.000011158032,0.0000067929063,0.000058942787,0.00000809648,0.0003756551],"genre_scores_gemma":[0.99912506,0.00021490238,0.00021158716,0.000011258842,0.000004939585,0.0000050750145,0.000054347696,0.000007388048,0.00036555724],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996431,0.00004614046,0.000030808365,0.00007363029,0.00013610515,0.00007020654],"domain_scores_gemma":[0.99893636,0.00045669757,0.00020184493,0.00008132811,0.0002469252,0.00007683325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032233013,0.00041866154,0.0003873214,0.0004932339,0.00021404463,0.0003370966,0.00026625238,0.00039523575,0.0017636654],"category_scores_gemma":[0.0009906853,0.00018620321,0.0003000866,0.00039690195,0.00026480656,0.00045737476,0.00020872761,0.00033753618,0.00020606242],"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":[0.0014874393,0.00043750473,0.035179034,0.0004601463,0.00009698254,0.0010175967,0.0002625871,0.011629817,0.92897224,0.00016784397,0.00025831594,0.020030469],"study_design_scores_gemma":[0.000033036078,0.0022269199,0.12930587,0.000041778603,0.00012701507,0.0003686086,0.0006709229,0.029820513,0.83589786,0.00010092452,0.0013562331,0.00005027212],"about_ca_topic_score_codex":0.0009084793,"about_ca_topic_score_gemma":0.0015379384,"teacher_disagreement_score":0.0017636654,"about_ca_system_score_codex":0.00015858797,"about_ca_system_score_gemma":0.00012627346,"threshold_uncertainty_score":0.005900085},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99966776,0.0000059304843,0.00012296297,0.0000023840926,2.812368e-7,0.000002581718,0.00005054578,0.00000778843,0.00013976837],"genre_scores_gemma":[0.99953866,0.00001008909,0.00011054696,7.4838766e-7,2.0484713e-7,0.0000024129952,0.00010834573,0.0000033637082,0.00022563302],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998605,0.000018707651,0.00000890865,0.000026632179,0.00005249874,0.000032717737],"domain_scores_gemma":[0.999554,0.00011828692,0.000102795035,0.00005115207,0.00012249872,0.000051215575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030835482,0.00042586427,0.00022431453,0.00088002044,0.0002815199,0.00036882074,0.00036921544,0.00042419822,0.0009889662],"category_scores_gemma":[0.0010396899,0.0002462763,0.00024808457,0.00055401475,0.00043406614,0.00028072493,0.00023387745,0.00027068733,0.0003198488],"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":[0.0014404571,0.00058060745,0.53607035,0.00014573357,0.00008148426,0.0016492463,0.0016903853,0.15619126,0.26716033,0.00032282097,0.0003726262,0.034294732],"study_design_scores_gemma":[0.000011052931,0.0008067279,0.874196,0.0000090391895,0.00001163502,0.00030057918,0.00045750124,0.10223431,0.021521127,0.00008638924,0.00033428008,0.000031364172],"about_ca_topic_score_codex":0.023387974,"about_ca_topic_score_gemma":0.033270974,"teacher_disagreement_score":0.023387974,"about_ca_system_score_codex":0.0007288189,"about_ca_system_score_gemma":0.0003597819,"threshold_uncertainty_score":0.046503663},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9880178,0.005829724,0.0014343123,0.00029695348,0.000039184233,0.000012580823,0.0010321244,0.00004516801,0.0032920842],"genre_scores_gemma":[0.98880297,0.002468783,0.00074882124,0.000059282214,0.000011437188,0.000009016242,0.0006290247,0.000015628131,0.007255001],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99986243,0.000014754185,0.000005156457,0.000025106861,0.000070891176,0.000021659946],"domain_scores_gemma":[0.99947304,0.0001724186,0.000074116295,0.000016681346,0.00021913553,0.000044655048],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047396272,0.00019647504,0.00017321482,0.00069992227,0.00025430863,0.00061947986,0.00037478222,0.00036288402,0.0022503692],"category_scores_gemma":[0.001122484,0.00021049875,0.00020851177,0.0010548629,0.00027635437,0.00023731377,0.00024673858,0.0004253616,0.00033569703],"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":[0.003216978,0.00043634052,0.7487881,0.00021814894,0.00023312944,0.0003028239,0.0007055816,0.0037852917,0.06371913,0.00034241495,0.0062371935,0.17201479],"study_design_scores_gemma":[0.000008796638,0.00024694,0.9819235,0.000024613511,0.000069104266,0.000107815824,0.00022367864,0.0022491233,0.011323731,0.00008901845,0.0037061428,0.00002742653],"about_ca_topic_score_codex":0.31177452,"about_ca_topic_score_gemma":0.54226047,"teacher_disagreement_score":0.6882255,"about_ca_system_score_codex":0.0015715461,"about_ca_system_score_gemma":0.0010833689,"threshold_uncertainty_score":0.6199196},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98598456,0.00042380037,0.011839658,0.00004171422,0.00003379448,0.0001184283,0.000087325556,0.00012077099,0.0013497696],"genre_scores_gemma":[0.9907155,0.0002074834,0.007583245,0.00001957995,0.000006562654,0.00007514772,0.00007307111,0.000020326053,0.001299039],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992473,0.000071130686,0.000038483355,0.000092940514,0.0004635385,0.000086721426],"domain_scores_gemma":[0.9991321,0.00023754752,0.00016228294,0.000085822096,0.00030795656,0.00007414771],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070688775,0.0009147143,0.0003468336,0.0006415616,0.00036821087,0.000304719,0.0007843759,0.0005397882,0.00226158],"category_scores_gemma":[0.0011207585,0.00023330885,0.00028631883,0.00028852062,0.00046898882,0.00054294546,0.0005448114,0.00038557404,0.00024206685],"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":[0.000180862,0.00018249132,0.00079862325,0.00014560108,0.0000062004774,0.00008612646,0.0001661482,0.0013478961,0.98734134,0.00013030317,0.00011353871,0.009500829],"study_design_scores_gemma":[0.00001719412,0.0015197906,0.006830897,0.00002449141,0.000018226716,0.000048672293,0.00010216556,0.0062697255,0.9841166,0.000046972476,0.0009928774,0.000012383881],"about_ca_topic_score_codex":0.0008226764,"about_ca_topic_score_gemma":0.004046096,"teacher_disagreement_score":0.00226158,"about_ca_system_score_codex":0.00027635702,"about_ca_system_score_gemma":0.00027380075,"threshold_uncertainty_score":0.007565737},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9901432,0.0003132452,0.0051646186,0.00002538979,0.000026946143,0.00009684172,0.0014630791,0.000072119525,0.0026945632],"genre_scores_gemma":[0.99062085,0.00037162608,0.005383678,0.000034583656,0.000008477273,0.00008367263,0.00097369234,0.000033548957,0.0024899223],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988059,0.00007081094,0.00010839369,0.00011000975,0.0007872655,0.00011765441],"domain_scores_gemma":[0.9975026,0.00036675195,0.00042526508,0.000114431095,0.0014229593,0.00016797839],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013620037,0.00072195416,0.00035042875,0.0016643736,0.00044248308,0.0004534789,0.0004806313,0.00041146803,0.0046545356],"category_scores_gemma":[0.0016066387,0.00029758515,0.00032873466,0.0013547996,0.00043095538,0.00055792875,0.0007471132,0.0006640738,0.00061684166],"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":[0.00023745788,0.00005527069,0.010529902,0.0002192272,0.000025628922,0.00023023789,0.00040507707,0.000740727,0.9771805,0.00017057334,0.00034447695,0.0098608965],"study_design_scores_gemma":[0.000015638729,0.0007768535,0.07474642,0.000034090695,0.0000697291,0.00024360606,0.0007812805,0.0018777306,0.91787004,0.00013593132,0.003407628,0.00004101235],"about_ca_topic_score_codex":0.0014790988,"about_ca_topic_score_gemma":0.007684197,"teacher_disagreement_score":0.0046545356,"about_ca_system_score_codex":0.00033416678,"about_ca_system_score_gemma":0.00037764225,"threshold_uncertainty_score":0.015570939},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995914,0.000006335469,0.00019156447,0.0000015535911,3.4264514e-7,0.0000024460892,0.000021806432,0.0000048008205,0.0001797105],"genre_scores_gemma":[0.99961793,0.000016475355,0.00015102372,0.0000015366982,3.449411e-7,0.0000020729037,0.00003320482,0.0000012090056,0.0001760906],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999056,0.000016552456,0.0000062499566,0.000012577382,0.000034932007,0.000024162751],"domain_scores_gemma":[0.99979025,0.00004133088,0.00006166116,0.000014706974,0.00005269347,0.00003943959],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017128696,0.0004685721,0.00018390833,0.0005648911,0.00013245245,0.00018385294,0.00016878676,0.0003106502,0.0005752945],"category_scores_gemma":[0.0002858246,0.00013178111,0.00019548317,0.0002616185,0.00021598794,0.00013574543,0.00022866839,0.00015453598,0.00010362857],"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":[0.0017364126,0.00042180225,0.13832174,0.00021574905,0.00010604738,0.0015222194,0.0006085949,0.10900695,0.7230033,0.0001955302,0.00023719658,0.024624377],"study_design_scores_gemma":[0.000033724253,0.003329719,0.726541,0.000022137418,0.00014170953,0.00039859305,0.0012203323,0.13392358,0.13366838,0.00007453352,0.0006000105,0.00004629825],"about_ca_topic_score_codex":0.002908322,"about_ca_topic_score_gemma":0.0056052636,"teacher_disagreement_score":0.002908322,"about_ca_system_score_codex":0.00019600053,"about_ca_system_score_gemma":0.00014548293,"threshold_uncertainty_score":0.0057828426},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993876,0.000016822609,0.00020246215,0.00000482943,0.000002637838,0.0000012609378,0.000015711905,0.000014569129,0.0003540608],"genre_scores_gemma":[0.9997582,0.0000064211445,0.00003207105,9.226474e-7,3.540904e-7,3.8395441e-7,0.000010380714,0.0000012280062,0.00019007044],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999144,0.000008863511,0.0000041994185,0.000010299596,0.000023455623,0.00003874451],"domain_scores_gemma":[0.99963796,0.00009861428,0.000051976982,0.000038841885,0.00008542204,0.00008721041],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013398992,0.00019654943,0.00028757178,0.0003055918,0.00035037613,0.00042779208,0.00026964492,0.00025809917,0.0018062693],"category_scores_gemma":[0.00058132317,0.00014009967,0.0001702486,0.0002239346,0.00035037796,0.00023336068,0.000328284,0.00017027637,0.0003264056],"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":[0.008662068,0.00058797613,0.03547359,0.00017901188,0.00006778861,0.0012980285,0.0005512403,0.24036065,0.6718083,0.0009380777,0.0006572484,0.039416],"study_design_scores_gemma":[0.00013004607,0.0038772805,0.1420634,0.000043645185,0.00009993912,0.00035118806,0.0015850608,0.5665414,0.28368232,0.00060929457,0.0009363197,0.000080178914],"about_ca_topic_score_codex":0.0030001455,"about_ca_topic_score_gemma":0.0029755288,"teacher_disagreement_score":0.0030001455,"about_ca_system_score_codex":0.00028362067,"about_ca_system_score_gemma":0.00022906663,"threshold_uncertainty_score":0.00604254},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9896902,0.00004927468,0.008382274,0.00001613792,0.000009599694,0.00001856583,0.00003485661,0.000081956445,0.0017171578],"genre_scores_gemma":[0.99800605,0.00003583961,0.0013736264,0.0000050223266,0.0000017093539,0.000010413452,0.000029681803,0.000007309366,0.0005305459],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981624,0.000026476475,0.000011354315,0.000022291748,0.00007605293,0.00004764843],"domain_scores_gemma":[0.9997861,0.00007942472,0.000045383505,0.000035356206,0.000030571293,0.00002313281],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001539979,0.00026466622,0.00028106934,0.00034525583,0.00029126313,0.0005162984,0.00032116668,0.0005271881,0.0022854547],"category_scores_gemma":[0.00054175855,0.00019426724,0.00030622614,0.00014245672,0.0005048383,0.00030310225,0.0003792318,0.0002049125,0.00027965824],"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":[0.00045347135,0.00010172952,0.010242981,0.00018555806,0.00003617101,0.0015335655,0.00041702995,0.28271237,0.68237305,0.0020170868,0.00020952201,0.019717425],"study_design_scores_gemma":[0.000070622766,0.0006742256,0.033585142,0.000047840065,0.00005248624,0.0005832733,0.0006560583,0.6912807,0.26987997,0.0014779004,0.0015976758,0.00009406266],"about_ca_topic_score_codex":0.00073982147,"about_ca_topic_score_gemma":0.0009907674,"teacher_disagreement_score":0.0022854547,"about_ca_system_score_codex":0.00016549947,"about_ca_system_score_gemma":0.00014745552,"threshold_uncertainty_score":0.007645607},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.038725544,0.00009797494,0.95917356,0.000012259973,0.000009898175,0.000031490013,0.00006296475,0.00023266571,0.0016535606],"genre_scores_gemma":[0.7022991,0.0002001049,0.2950818,0.0000136387935,0.000016605496,0.00012855169,0.00016468455,0.000054789176,0.0020407692],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994511,0.00006965437,0.000027011989,0.00011103268,0.00031264147,0.000028586235],"domain_scores_gemma":[0.9994803,0.00016910995,0.00011063215,0.00005573969,0.00016783201,0.000016319862],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004821111,0.00069815555,0.00048524304,0.0020640101,0.00029842582,0.0005242322,0.00068212155,0.0005113776,0.0009891499],"category_scores_gemma":[0.0015265238,0.0002902721,0.0005379766,0.0007787863,0.00039227938,0.00079482584,0.00059819507,0.00051476125,0.00023796018],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000111858775,0.000109239954,0.015382663,0.00030786626,0.00015116908,0.00020615596,0.00034311146,0.5010198,0.18231674,0.01640051,0.00060253544,0.28304833],"study_design_scores_gemma":[0.0000057870307,0.00010699246,0.0040103067,0.000015381273,0.000021987906,0.00014320997,0.000032769694,0.9707981,0.021156315,0.0019395803,0.0017397241,0.000029873618],"about_ca_topic_score_codex":0.002113369,"about_ca_topic_score_gemma":0.0026176127,"teacher_disagreement_score":0.002113369,"about_ca_system_score_codex":0.00042668288,"about_ca_system_score_gemma":0.0005017572,"threshold_uncertainty_score":0.004202068},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99941313,0.0001261864,0.00011168454,0.000009950206,0.000011857794,0.0000034716104,0.000048025944,0.000009342202,0.00026623142],"genre_scores_gemma":[0.9994361,0.000073522846,0.00012465006,0.0000118434755,0.0000024281276,0.000004393883,0.000036859663,0.0000033605386,0.00030673548],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998393,0.000018411045,0.000016475531,0.000028427716,0.000041946103,0.000055461234],"domain_scores_gemma":[0.9996457,0.000106073494,0.000070986884,0.000023406199,0.00008316535,0.000070592825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017354447,0.00032931622,0.00018466673,0.00027241578,0.00019484991,0.00017004272,0.00021558776,0.00033302914,0.0024374456],"category_scores_gemma":[0.00045813143,0.00020907297,0.00019035686,0.00022345323,0.00035283063,0.0002134471,0.0001685587,0.00034467308,0.00014513198],"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":[0.0012062344,0.000060800114,0.00090234214,0.00009162989,0.000019661691,0.000077857745,0.00006933262,0.00062051084,0.9944891,0.000035723562,0.000058541707,0.0023681598],"study_design_scores_gemma":[0.000020761267,0.0010883902,0.009759207,0.00001046462,0.00003602667,0.000035754318,0.000116323245,0.0026474204,0.9857589,0.00001951204,0.00048839586,0.000018734434],"about_ca_topic_score_codex":0.0018919044,"about_ca_topic_score_gemma":0.0045753145,"teacher_disagreement_score":0.0024374456,"about_ca_system_score_codex":0.00019367908,"about_ca_system_score_gemma":0.00025181985,"threshold_uncertainty_score":0.008154035},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9997515,0.000024245559,0.000046960115,0.0000015015645,0.000002245582,6.685494e-7,0.000028275921,0.000002630226,0.000141886],"genre_scores_gemma":[0.99928683,0.000017861168,0.000051861,0.0000023147213,9.715307e-7,0.0000013527336,0.00005135691,0.0000026120267,0.00058490405],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992406,0.0000065740255,0.000006423833,0.000015259724,0.00002033465,0.000027232314],"domain_scores_gemma":[0.9998054,0.000056154633,0.000029965477,0.000014886707,0.00005592344,0.000037765785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013490643,0.00014174494,0.00019456698,0.00027543743,0.00022210782,0.00018691707,0.00014073473,0.00022302476,0.0013284892],"category_scores_gemma":[0.00038688094,0.00008501955,0.00017333378,0.00015568607,0.00026827533,0.00019103618,0.00013269998,0.00017252319,0.00013746326],"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":[0.0018059892,0.0000998905,0.008124175,0.000047160684,0.000016362585,0.00035097016,0.00025090855,0.002767853,0.98220485,0.000095600306,0.000052858177,0.0041833445],"study_design_scores_gemma":[0.00004074425,0.002076161,0.2821478,0.000033384258,0.00006803721,0.00052838476,0.0008195802,0.02694782,0.6856503,0.00019489111,0.0014430075,0.000049984967],"about_ca_topic_score_codex":0.004877317,"about_ca_topic_score_gemma":0.006662964,"teacher_disagreement_score":0.004877317,"about_ca_system_score_codex":0.00020327671,"about_ca_system_score_gemma":0.0002071599,"threshold_uncertainty_score":0.0096978545},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996784,0.000011457317,0.0001691099,0.0000015155936,5.1883836e-7,0.0000014550003,0.000022435312,0.0000029989271,0.00011221498],"genre_scores_gemma":[0.9996494,0.000011526995,0.00019984186,9.0235875e-7,7.4826e-7,0.0000010630448,0.00003765841,9.4212885e-7,0.00009790324],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99990034,0.000008244395,0.0000039884703,0.000028477265,0.000031572574,0.000027457292],"domain_scores_gemma":[0.99982554,0.000031713276,0.000045987465,0.000011924698,0.00004945979,0.000035367044],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012511744,0.00023336936,0.00022319748,0.0004886474,0.000275794,0.00023627453,0.0001784914,0.00025463567,0.00055979576],"category_scores_gemma":[0.00022272575,0.00010597396,0.0002120353,0.00026543293,0.00018187657,0.00020524727,0.000118346914,0.00015248165,0.000080207385],"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":[0.00052858,0.0004680512,0.44530526,0.00017191758,0.00008575855,0.0015476677,0.001259607,0.047148675,0.47311893,0.0003273152,0.00027180786,0.0297664],"study_design_scores_gemma":[0.000011051214,0.00054264965,0.94573265,0.0000064497926,0.000032707645,0.00022558143,0.0008590314,0.030975394,0.02110106,0.00004926449,0.00044332584,0.000020767378],"about_ca_topic_score_codex":0.0054899016,"about_ca_topic_score_gemma":0.010316622,"teacher_disagreement_score":0.0054899016,"about_ca_system_score_codex":0.00019252062,"about_ca_system_score_gemma":0.00017395003,"threshold_uncertainty_score":0.010915935},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99129,0.00004721493,0.0076209144,0.000019421277,0.0000027817027,0.000011285791,0.000051151026,0.000039428374,0.00091788196],"genre_scores_gemma":[0.99851805,0.0000413763,0.0012441323,0.0000030254218,7.8259313e-7,0.0000037202574,0.000017092258,0.0000035388143,0.0001682416],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999006,0.000012800164,0.000004914754,0.000019105175,0.000039213275,0.000023363767],"domain_scores_gemma":[0.9998543,0.00006909544,0.000029385425,0.000014594058,0.000015112853,0.000017386064],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001047087,0.00029182486,0.00022181153,0.0003353022,0.00020084459,0.00046860313,0.0002608056,0.00033610823,0.0010487649],"category_scores_gemma":[0.00028433732,0.00019146089,0.00013964047,0.00027570224,0.00047677098,0.0003931886,0.00037418495,0.00022107613,0.00012689798],"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":[0.0001423522,0.000043396503,0.0045852703,0.00009158399,0.000008464196,0.0006818805,0.00016260853,0.010810866,0.9784015,0.00069018226,0.000040118677,0.0043418137],"study_design_scores_gemma":[0.000051648873,0.0006868141,0.11667471,0.00004544606,0.00005203941,0.0009167828,0.0015390144,0.22230715,0.65354466,0.002140741,0.001982841,0.000058110938],"about_ca_topic_score_codex":0.0015649161,"about_ca_topic_score_gemma":0.0030137342,"teacher_disagreement_score":0.0015649161,"about_ca_system_score_codex":0.0002100867,"about_ca_system_score_gemma":0.00018788213,"threshold_uncertainty_score":0.0035085082},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99919194,0.000046717425,0.000578121,0.0000039802285,0.0000054950196,0.000011297254,0.000052917836,0.000007234891,0.00010231639],"genre_scores_gemma":[0.9984841,0.000086025124,0.00087338587,0.0000041203116,0.0000033794286,0.000015702026,0.00010393031,0.0000035055546,0.00042585973],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995647,0.00006997758,0.000040259925,0.000087321365,0.00016357726,0.00007410713],"domain_scores_gemma":[0.998588,0.00041771153,0.000281516,0.00015279128,0.00040479391,0.00015513673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050567824,0.0006356848,0.000330582,0.00039642875,0.0003235515,0.00025601935,0.00035461987,0.00037405425,0.0009354491],"category_scores_gemma":[0.0009157281,0.00020955475,0.00036277247,0.00024370897,0.00043512427,0.0003355164,0.0003089569,0.00033467528,0.00019797985],"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":[0.0003528729,0.00041823887,0.0063422727,0.000109396424,0.000018856805,0.00016930002,0.00022852483,0.00096589257,0.9883966,0.00004038811,0.000043949636,0.0029137237],"study_design_scores_gemma":[0.00003070266,0.01952333,0.032572597,0.000017547367,0.00006529015,0.00021036499,0.00065406534,0.002635118,0.94367266,0.00005388978,0.00053579523,0.000028727349],"about_ca_topic_score_codex":0.0009394166,"about_ca_topic_score_gemma":0.0013824602,"teacher_disagreement_score":0.0009394166,"about_ca_system_score_codex":0.00016620336,"about_ca_system_score_gemma":0.0002299325,"threshold_uncertainty_score":0.003129363},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9746678,0.00015590985,0.023848088,0.00002303784,0.000009294185,0.000014165196,0.000031147254,0.00012462682,0.0011258842],"genre_scores_gemma":[0.9962114,0.000045434226,0.0035540625,0.0000023000505,7.272474e-7,0.0000028001557,0.000010878983,0.000005667437,0.00016677957],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999874,0.000020088728,0.0000073012343,0.000017941491,0.000054179905,0.000026481639],"domain_scores_gemma":[0.9997172,0.00007184626,0.000096527154,0.00004000922,0.00003654604,0.000037847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018969047,0.00038895852,0.00018928811,0.00034132611,0.00015027724,0.00019959892,0.00027853905,0.00020212095,0.0008368822],"category_scores_gemma":[0.0005676624,0.00012294241,0.000116551004,0.00014495399,0.00026617065,0.00030347583,0.00033954447,0.00012931971,0.00016278902],"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":[0.00020456118,0.0000810815,0.005315503,0.00015259521,0.000013109487,0.0002966486,0.00010540406,0.05225206,0.90025437,0.001013387,0.00010465125,0.040206734],"study_design_scores_gemma":[0.000035663175,0.0019410889,0.02223311,0.000053309894,0.000047856684,0.00031159463,0.0002199313,0.11226011,0.8590291,0.00072133547,0.0031070278,0.000039891944],"about_ca_topic_score_codex":0.00047291597,"about_ca_topic_score_gemma":0.0022441521,"teacher_disagreement_score":0.0008368822,"about_ca_system_score_codex":0.00016209944,"about_ca_system_score_gemma":0.0002512481,"threshold_uncertainty_score":0.0027996302},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7090284,0.0018504843,0.047399394,0.0012275224,0.0005729185,0.000035352,0.0009101182,0.00058126176,0.23839456],"genre_scores_gemma":[0.95516306,0.00045239273,0.0020618674,0.0000803345,0.000055238794,0.000011541671,0.00022813304,0.000075310105,0.041872125],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9999486,0.000005113892,8.961086e-7,0.0000119395945,0.000021032361,0.000012375141],"domain_scores_gemma":[0.99996245,0.000014283848,0.0000034753607,0.000005777926,0.0000063116618,0.000007670754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009360958,0.00024457395,0.0001498407,0.00022527046,0.00024221715,0.00058660883,0.00031541166,0.00050851656,0.0058367476],"category_scores_gemma":[0.00033222968,0.00018882444,0.00016782356,0.00016873254,0.0005085837,0.00040880332,0.0005319572,0.0005512848,0.00090927386],"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":[0.00067919045,0.00015302756,0.012450021,0.00029077343,0.00008947488,0.0016582812,0.0011574831,0.47903195,0.13988692,0.08443488,0.027488235,0.25267985],"study_design_scores_gemma":[0.000065143984,0.0007825009,0.15247554,0.00031179213,0.00007672068,0.0023323877,0.0033018624,0.54322606,0.04546217,0.08580192,0.16591154,0.00025228155],"about_ca_topic_score_codex":0.0010600539,"about_ca_topic_score_gemma":0.001466737,"teacher_disagreement_score":0.0058367476,"about_ca_system_score_codex":0.00024115414,"about_ca_system_score_gemma":0.0001546893,"threshold_uncertainty_score":0.019525886},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989197,0.00005443113,0.0008351866,0.00000679689,0.0000058647192,0.00001221922,0.000034877474,0.000019942678,0.00011092508],"genre_scores_gemma":[0.9974153,0.00009861089,0.0017899629,0.0000067272217,0.0000039994507,0.000017685592,0.00007646047,0.00000646628,0.00058480154],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966764,0.000042865133,0.000025068333,0.000051662635,0.000148204,0.00006460176],"domain_scores_gemma":[0.999188,0.00018419567,0.00022254862,0.00008059523,0.00019568428,0.00012899634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043697542,0.0005598558,0.00034558002,0.0003625175,0.0001442395,0.00019118871,0.00044155755,0.0003149453,0.00087292754],"category_scores_gemma":[0.00090006704,0.00014410367,0.00029563392,0.0002494044,0.0002813307,0.0002880421,0.00031881037,0.00026137193,0.00017143451],"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":[0.00020101026,0.0001609515,0.00086736825,0.00007389101,0.000010131138,0.00006201542,0.000038153576,0.0010871647,0.99549556,0.000020225178,0.000024669087,0.001958902],"study_design_scores_gemma":[0.000022498447,0.006403848,0.008513168,0.0000076211186,0.000031642627,0.00006348349,0.000070115515,0.002291548,0.98215806,0.000019959532,0.00040650574,0.000011551019],"about_ca_topic_score_codex":0.0005256462,"about_ca_topic_score_gemma":0.00085474295,"teacher_disagreement_score":0.00087292754,"about_ca_system_score_codex":0.00013908501,"about_ca_system_score_gemma":0.0001690788,"threshold_uncertainty_score":0.00292027},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99681747,0.000072345305,0.0026326317,0.000006782236,0.000014796654,0.000051110736,0.00007216256,0.000026542111,0.00030606284],"genre_scores_gemma":[0.99516773,0.00009670114,0.0034503078,0.0000122613965,0.0000032303074,0.00003381234,0.00007077256,0.000008324071,0.0011568817],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995976,0.000040734205,0.00003286764,0.000097742,0.00015376945,0.00007729507],"domain_scores_gemma":[0.9992086,0.00020301438,0.00013739169,0.00012857233,0.00021139489,0.00011104237],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004350519,0.00053229247,0.0003044568,0.00033849583,0.0002719391,0.0002461326,0.0004467059,0.000656411,0.0018443607],"category_scores_gemma":[0.00088464137,0.00023288347,0.00018447948,0.0004070264,0.00049281796,0.00030504516,0.00043083812,0.00037921785,0.00023752521],"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":[0.00043899013,0.0002826876,0.0014640269,0.00016313775,0.00000856121,0.00042458135,0.00016280173,0.0021819796,0.99003005,0.00018986389,0.000055647983,0.004597476],"study_design_scores_gemma":[0.000051213483,0.006378656,0.011957631,0.000031551954,0.000031508953,0.00030544988,0.00032172987,0.005825303,0.97331387,0.000085967244,0.0016684585,0.000028590439],"about_ca_topic_score_codex":0.00073762925,"about_ca_topic_score_gemma":0.0017661412,"teacher_disagreement_score":0.0018443607,"about_ca_system_score_codex":0.00020144295,"about_ca_system_score_gemma":0.00023262383,"threshold_uncertainty_score":0.006169975},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99929225,0.0002499466,0.00014581981,0.000005490181,0.000003381409,0.0000038489834,0.0000772006,0.000004766005,0.00021727874],"genre_scores_gemma":[0.9993144,0.00014543266,0.00024328641,0.000009079499,0.0000013516427,0.000003892777,0.00008125979,0.00000240397,0.00019896228],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998635,0.000024888612,0.000015455667,0.000029927065,0.00003885491,0.000027351769],"domain_scores_gemma":[0.99977654,0.00004849504,0.000075892756,0.000012506391,0.000038480866,0.00004799496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016923736,0.00024626055,0.00016308078,0.0002599219,0.00009606145,0.0003173923,0.00011657302,0.000117656484,0.0005910261],"category_scores_gemma":[0.0002798137,0.00010911415,0.00014956461,0.00017305404,0.00016327715,0.00012680316,0.00016153287,0.000168108,0.000078509955],"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":[0.00017361515,0.000018114884,0.002023743,0.000051418767,0.000014056532,0.000037705257,0.000014162834,0.00025885907,0.9956275,0.000010691952,0.000008992115,0.0017611071],"study_design_scores_gemma":[0.00000691337,0.0007304628,0.043710686,0.000015539723,0.000032649274,0.000071827955,0.00007642911,0.0011366069,0.95361,0.00001875854,0.0005821636,0.000007896249],"about_ca_topic_score_codex":0.0012163648,"about_ca_topic_score_gemma":0.0025749565,"teacher_disagreement_score":0.0012163648,"about_ca_system_score_codex":0.00015881284,"about_ca_system_score_gemma":0.000111855676,"threshold_uncertainty_score":0.002418518},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99336207,0.000066872475,0.00062386395,0.000060447735,0.0000069619355,0.00010181493,0.00011310217,0.000069338705,0.005595481],"genre_scores_gemma":[0.98775136,0.00013288132,0.0030453037,0.00005159147,0.000003063021,0.0000369297,0.00024519995,0.000024034765,0.0087096365],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.999468,0.000029088556,0.000012508602,0.00007490852,0.00026980278,0.00014569545],"domain_scores_gemma":[0.9995839,0.000017830784,0.000023655228,0.000027427877,0.00024978022,0.00009733473],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034805882,0.0005805732,0.00028282625,0.0007946255,0.0029615613,0.0006781055,0.0009267074,0.00055629853,0.0017290316],"category_scores_gemma":[0.0006328609,0.00025615608,0.00014439087,0.0010953372,0.000685511,0.00019356389,0.00073148904,0.00053659285,0.00026856834],"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":[0.0013054222,0.0017921488,0.20870644,0.00024077173,0.00012323068,0.009728415,0.009235478,0.031217031,0.19662863,0.0010623793,0.006557471,0.5334025],"study_design_scores_gemma":[0.00011254594,0.0032779125,0.8661551,0.00008372897,0.00013991843,0.0015382157,0.016723989,0.020142928,0.05323336,0.0002234106,0.038218297,0.00015055113],"about_ca_topic_score_codex":0.8427086,"about_ca_topic_score_gemma":0.9742072,"teacher_disagreement_score":0.15729141,"about_ca_system_score_codex":0.006792837,"about_ca_system_score_gemma":0.010340486,"threshold_uncertainty_score":0.31643546},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995701,0.000009046648,0.00030916499,0.000001661351,0.0000011050467,0.0000032845192,0.000025746738,0.0000092675355,0.00007071719],"genre_scores_gemma":[0.99956363,0.000009711055,0.00021630841,0.0000028260997,6.267385e-7,0.0000038549742,0.000036755227,0.0000020895866,0.00016416502],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998834,0.000009575311,0.000006179221,0.000025797583,0.000038133778,0.000036895613],"domain_scores_gemma":[0.9997421,0.0000652778,0.0000623574,0.000028997914,0.000044240416,0.000057113546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014427266,0.00027631538,0.00020330248,0.00013537367,0.00017220451,0.00018211396,0.00017895117,0.00021837174,0.00076694804],"category_scores_gemma":[0.00040845427,0.00013692428,0.00013727424,0.0001059585,0.0003348291,0.00016572213,0.0002598733,0.00022572819,0.000088182336],"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":[0.00021636528,0.00006382542,0.0037929695,0.000023044762,0.000008282928,0.000051203257,0.00006189653,0.0019127458,0.99015534,0.000013059127,0.000017548391,0.0036837228],"study_design_scores_gemma":[0.000023916302,0.004226746,0.12139214,0.0000075665607,0.00003225548,0.00010051468,0.0002469989,0.018167425,0.8553079,0.000037905178,0.00043456454,0.000022124534],"about_ca_topic_score_codex":0.0007224797,"about_ca_topic_score_gemma":0.0013299539,"teacher_disagreement_score":0.00076694804,"about_ca_system_score_codex":0.00016103858,"about_ca_system_score_gemma":0.00011815455,"threshold_uncertainty_score":0.0025657415},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9418146,0.00025204956,0.037660886,0.00018126822,0.000048590984,0.00011828037,0.00025654156,0.001114656,0.018553127],"genre_scores_gemma":[0.97568774,0.00010356546,0.017567292,0.0000152543735,0.000002370915,0.00003706684,0.00016099244,0.00006883017,0.006356966],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998572,0.000018063774,0.000004952005,0.000015629972,0.00007671062,0.000027354596],"domain_scores_gemma":[0.9998723,0.00002073393,0.0000139819285,0.000022263657,0.000041888325,0.00002889083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025670475,0.00025643883,0.00017583223,0.00026359296,0.00045638875,0.0006918718,0.00038726028,0.00026685084,0.0021779796],"category_scores_gemma":[0.0003281335,0.00021810769,0.00024114104,0.0001690556,0.0001868734,0.0002337602,0.00047247368,0.0003090438,0.00052821473],"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":[0.00068113673,0.00035877264,0.021219771,0.000373292,0.00004273738,0.0025775118,0.00074230006,0.15935431,0.5976336,0.008960921,0.005740727,0.20231491],"study_design_scores_gemma":[0.0001580259,0.0027070467,0.04341562,0.00013513038,0.00011902149,0.0009322729,0.0016890024,0.27385226,0.5757558,0.0022531073,0.09887176,0.0001109398],"about_ca_topic_score_codex":0.006732848,"about_ca_topic_score_gemma":0.029880852,"teacher_disagreement_score":0.006732848,"about_ca_system_score_codex":0.0007121467,"about_ca_system_score_gemma":0.0012192641,"threshold_uncertainty_score":0.013387322},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9634465,0.000050591945,0.030961713,0.00008946857,0.0000136851,0.00017340678,0.00073982263,0.0007782091,0.0037467384],"genre_scores_gemma":[0.9548919,0.000029958017,0.043262064,0.000022314069,0.0000023611244,0.00005783829,0.0005309709,0.000057137964,0.0011454566],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99924314,0.000059638962,0.000025881227,0.00014328244,0.00046354363,0.00006461289],"domain_scores_gemma":[0.99907625,0.00012117792,0.00014446474,0.00013531376,0.00042493746,0.00009783926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008163623,0.0003754141,0.00018956914,0.00078093994,0.00062538515,0.0008016072,0.0004586389,0.00029183266,0.00084277644],"category_scores_gemma":[0.0010217865,0.00020285384,0.00012275766,0.00064473273,0.00037216747,0.00026706516,0.00047827308,0.0004592282,0.0002541719],"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":[0.0006210308,0.00039702083,0.14462326,0.00009664307,0.000040746396,0.00026621387,0.0010763298,0.02605881,0.5833904,0.0005477477,0.00161502,0.24126673],"study_design_scores_gemma":[0.00013007873,0.0008525928,0.5359898,0.000048437,0.000059119335,0.00014630488,0.0010201641,0.17347318,0.27682182,0.00039608695,0.010948725,0.00011366809],"about_ca_topic_score_codex":0.07706538,"about_ca_topic_score_gemma":0.27459866,"teacher_disagreement_score":0.92293465,"about_ca_system_score_codex":0.00209883,"about_ca_system_score_gemma":0.0022641842,"threshold_uncertainty_score":0.15323359},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21745747,0.000055581022,0.7796596,0.000049054754,0.0000056677227,0.00005411308,0.000082233324,0.0006657394,0.0019705286],"genre_scores_gemma":[0.9657876,0.000028310384,0.03366357,0.000006011778,0.0000031606335,0.00006042112,0.00007114773,0.00003475651,0.0003450278],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993011,0.00033567954,0.000023833967,0.00007091235,0.0002268293,0.00004171152],"domain_scores_gemma":[0.9988458,0.0007412777,0.00013976163,0.00011244159,0.00014463971,0.000016022168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014196276,0.0006170645,0.0004986849,0.000713474,0.00017213951,0.00040930713,0.0004898165,0.0005813127,0.0010117327],"category_scores_gemma":[0.002643484,0.00026440492,0.0006254677,0.00043777007,0.0004482402,0.00045181188,0.00048083023,0.00028921105,0.00021350857],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022991086,0.00001216353,0.000883821,0.000013202719,0.0000110213905,0.00002153283,0.000013709397,0.98697424,0.004457064,0.00085828826,0.00003366748,0.0066982354],"study_design_scores_gemma":[0.000001956639,0.00001956541,0.00031179248,0.00000108461,0.0000014828337,0.000005943492,0.000003840175,0.9979108,0.0013667927,0.00032924,0.00004321227,0.0000042443344],"about_ca_topic_score_codex":0.0010224686,"about_ca_topic_score_gemma":0.000665762,"teacher_disagreement_score":0.0014196276,"about_ca_system_score_codex":0.00031645107,"about_ca_system_score_gemma":0.00034870015,"threshold_uncertainty_score":0.007507801},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998309,0.000035468183,0.0011709201,0.000009072008,0.000003681253,0.0000075769467,0.000046656205,0.000017491773,0.0004001122],"genre_scores_gemma":[0.99917907,0.000031269366,0.00058467605,0.0000015899653,7.1154454e-7,0.000005113237,0.000025911844,0.0000015777847,0.00017010892],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997911,0.000017483628,0.000010874151,0.00004246806,0.00007311885,0.00006502302],"domain_scores_gemma":[0.9996356,0.00012296323,0.00007325439,0.00005304676,0.00006664306,0.000048501475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003386643,0.0003573181,0.0004332363,0.00055190106,0.00045107902,0.00045413256,0.0005346169,0.000633298,0.0009057317],"category_scores_gemma":[0.0006358423,0.00020428747,0.00037668276,0.0003563387,0.0006233443,0.00047968826,0.00038190288,0.0003454557,0.00013190859],"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":[0.00067888,0.00068119727,0.055457637,0.00040828844,0.000060744795,0.0028660786,0.000561958,0.5531437,0.3588312,0.0010317268,0.00047370893,0.025804928],"study_design_scores_gemma":[0.000034403933,0.0019639796,0.048754953,0.000039339422,0.000052098723,0.000373986,0.0010602268,0.7957764,0.15082157,0.00027397563,0.0007839744,0.000064977496],"about_ca_topic_score_codex":0.0026102543,"about_ca_topic_score_gemma":0.0043060374,"teacher_disagreement_score":0.0026102543,"about_ca_system_score_codex":0.00032069764,"about_ca_system_score_gemma":0.0002516763,"threshold_uncertainty_score":0.005190134},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9533656,0.00013409214,0.0011340508,0.00049568486,0.0001515304,0.00017620197,0.013054663,0.0003965418,0.031091625],"genre_scores_gemma":[0.918914,0.00036317573,0.0026472404,0.0003745757,0.00006108911,0.0007209313,0.025011122,0.00037014185,0.05153769],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995432,0.00007359344,0.000022576609,0.0001242378,0.00017302122,0.00006344018],"domain_scores_gemma":[0.9992853,0.00012119496,0.00006927848,0.00018631361,0.00015915577,0.00017875942],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044081252,0.0005174391,0.00054743775,0.00040487692,0.0016415556,0.0008068079,0.00055696757,0.00069385266,0.009752854],"category_scores_gemma":[0.001004883,0.00033793383,0.00031861983,0.00043080281,0.00092856045,0.0005557127,0.0012733865,0.0008596993,0.0045312443],"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":[0.17120735,0.021946274,0.089011006,0.00088747387,0.0012524157,0.001309524,0.004053118,0.013931644,0.33691317,0.017196642,0.15728082,0.18501063],"study_design_scores_gemma":[0.010952831,0.024061685,0.57632476,0.0002855299,0.0011211655,0.00063563435,0.0040629944,0.010904908,0.11356646,0.010906284,0.24684888,0.0003288272],"about_ca_topic_score_codex":0.013929724,"about_ca_topic_score_gemma":0.025588572,"teacher_disagreement_score":0.013929724,"about_ca_system_score_codex":0.00078647,"about_ca_system_score_gemma":0.0014455753,"threshold_uncertainty_score":0.03262651},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9411679,0.00019661429,0.05213615,0.0001162941,0.00002476495,0.000061955696,0.0003729609,0.0002130783,0.005710178],"genre_scores_gemma":[0.992721,0.00012256057,0.0058811437,0.000011086325,0.0000031807958,0.00004332085,0.000109351335,0.000011225247,0.0010971952],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998647,0.000017755994,0.000007982885,0.000023520402,0.000047153295,0.000038816735],"domain_scores_gemma":[0.9995827,0.00018780031,0.00006928351,0.00005528912,0.00007677994,0.000028199198],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002126644,0.00032648683,0.00037914232,0.00035887206,0.00039444288,0.000584517,0.0007807297,0.0011087054,0.0018662171],"category_scores_gemma":[0.0007916534,0.00018876506,0.0002904152,0.00048426064,0.00053590693,0.00047019604,0.00032495128,0.00040567297,0.00019418556],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005750727,0.000076647884,0.0023827169,0.000078565114,0.000008088541,0.00023489371,0.00008299341,0.9642798,0.02808146,0.0022233536,0.0001102589,0.0023837818],"study_design_scores_gemma":[0.000005138548,0.000036711765,0.0005813148,0.0000030897854,0.000002793487,0.000022157,0.000028041759,0.9942181,0.0047106934,0.00020474479,0.00018134074,0.000005885433],"about_ca_topic_score_codex":0.010028064,"about_ca_topic_score_gemma":0.007624449,"teacher_disagreement_score":0.010028064,"about_ca_system_score_codex":0.0005982655,"about_ca_system_score_gemma":0.0006673867,"threshold_uncertainty_score":0.019939363},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5463734,0.00014033467,0.44622114,0.000067621535,0.000024381252,0.00020738062,0.00015479152,0.00052673277,0.006284147],"genre_scores_gemma":[0.97797066,0.00004774905,0.021157142,0.000003728787,0.000002049995,0.000040254967,0.000042789932,0.000013893686,0.00072168774],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982184,0.000021744127,0.000008519331,0.000026783868,0.00007742139,0.000043782402],"domain_scores_gemma":[0.9996309,0.00007708475,0.000087635664,0.000047914982,0.0000944291,0.00006209744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026437442,0.00060962094,0.00039067835,0.00057580275,0.0002835739,0.00058802444,0.0008625577,0.0006971981,0.0021183356],"category_scores_gemma":[0.0009549,0.00035303482,0.00022704338,0.00020833591,0.00040090544,0.0003877396,0.0007214135,0.0002470434,0.00043739215],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044789657,0.00014269726,0.00876434,0.00040924316,0.000035955072,0.001205234,0.00018390283,0.7929359,0.090613514,0.004450644,0.0007789576,0.10003169],"study_design_scores_gemma":[0.00014282683,0.0011395197,0.010911433,0.00008218751,0.00006943015,0.0006148769,0.000278284,0.9409269,0.039874624,0.0030175094,0.0028886874,0.000053609216],"about_ca_topic_score_codex":0.0013581663,"about_ca_topic_score_gemma":0.0025678875,"teacher_disagreement_score":0.0021183356,"about_ca_system_score_codex":0.000385777,"about_ca_system_score_gemma":0.0007641019,"threshold_uncertainty_score":0.007086575},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99872285,0.000062820734,0.0009863692,0.000006051003,0.000010550802,0.000011674107,0.00007426379,0.000024682828,0.000100658166],"genre_scores_gemma":[0.99715877,0.00008846779,0.0016509946,0.000006717966,0.0000024362926,0.000014312619,0.00011963643,0.000014479205,0.0009443492],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99947053,0.000099420366,0.000059193957,0.000111194844,0.0001998183,0.00005980964],"domain_scores_gemma":[0.99875426,0.0003571648,0.00022878108,0.00015811727,0.00036163078,0.00014008627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007098074,0.0005821224,0.00033863707,0.00037583054,0.00022199094,0.00033534406,0.0004581148,0.00036674636,0.0011439322],"category_scores_gemma":[0.00145258,0.00021617231,0.00021193505,0.00030038485,0.00041008726,0.00035967954,0.0005074225,0.00026904992,0.00023598524],"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":[0.00042566142,0.00009141769,0.0020920981,0.000073464595,0.000008656059,0.00007493106,0.00011866013,0.0004460421,0.9939628,0.00003094363,0.000037337566,0.0026379656],"study_design_scores_gemma":[0.00002240188,0.005847409,0.009463881,0.000013362799,0.000022762319,0.000073961644,0.00027446664,0.002286775,0.9813843,0.000020105465,0.0005750958,0.000015423318],"about_ca_topic_score_codex":0.0022991376,"about_ca_topic_score_gemma":0.004028204,"teacher_disagreement_score":0.0022991376,"about_ca_system_score_codex":0.00027410086,"about_ca_system_score_gemma":0.00030046163,"threshold_uncertainty_score":0.0045714974},"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":"software","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"software","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.014802162,0.00006826291,0.9419431,0.00018244323,0.000024989204,0.00072914816,0.0024988537,0.024357496,0.015393567],"genre_scores_gemma":[0.12220938,0.00022936045,0.84738034,0.00013919297,0.000024474515,0.0026081826,0.0036813484,0.006336503,0.017391225],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994735,0.00013083489,0.00005356728,0.00006252117,0.00024376785,0.00003572893],"domain_scores_gemma":[0.99780446,0.001144435,0.00018500285,0.00014837297,0.0006610086,0.000056811656],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019898196,0.00087708584,0.00044739264,0.00088669406,0.00027638313,0.0011386295,0.0016155266,0.0005803403,0.024084719],"category_scores_gemma":[0.0038061861,0.0007098151,0.00077473954,0.00055375975,0.00038828535,0.0010078965,0.0009855992,0.00077875215,0.0042373477],"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":[0.00088027335,0.00048767217,0.011053667,0.0016495857,0.00024565493,0.0005147817,0.0010220781,0.4115108,0.02635063,0.08613482,0.06623786,0.3939122],"study_design_scores_gemma":[0.00020602132,0.0002520483,0.002798326,0.00017259292,0.00008811485,0.0002603971,0.000107150256,0.87183535,0.021816598,0.024591524,0.07778788,0.00008399547],"about_ca_topic_score_codex":0.0016855852,"about_ca_topic_score_gemma":0.001993554,"teacher_disagreement_score":0.024084719,"about_ca_system_score_codex":0.0004941779,"about_ca_system_score_gemma":0.0014303889,"threshold_uncertainty_score":0.08057141},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97468954,0.000058989153,0.02314598,0.000015309051,0.000005413048,0.000014387092,0.00003285715,0.000086492146,0.0019509473],"genre_scores_gemma":[0.99887115,0.000034587414,0.00080788,0.0000015465519,0.0000018965293,0.000003104933,0.000010132176,0.0000065901154,0.0002630382],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998815,0.000014969561,0.0000046295413,0.0000139708745,0.000053424836,0.00003149274],"domain_scores_gemma":[0.99967265,0.00015959493,0.000072876916,0.000024830004,0.00005241074,0.000017570726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002253953,0.00037790244,0.00028559225,0.00034454858,0.00013420255,0.00037469133,0.00022654494,0.0002985744,0.0007543072],"category_scores_gemma":[0.0008830534,0.00017505686,0.0002698674,0.00018946722,0.00042495265,0.0003887274,0.00027654125,0.00021151354,0.00009002884],"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":[0.00041812944,0.00012546797,0.012081895,0.00015764037,0.000031837473,0.0011846571,0.00012009494,0.4764345,0.47246632,0.0038818824,0.00015217865,0.03294538],"study_design_scores_gemma":[0.000018650553,0.00020822325,0.017666128,0.0000037977363,0.000020223431,0.00016188105,0.000036268626,0.9159034,0.06523503,0.00045684777,0.00027501647,0.000014564695],"about_ca_topic_score_codex":0.0010743553,"about_ca_topic_score_gemma":0.0005171534,"teacher_disagreement_score":0.0010743553,"about_ca_system_score_codex":0.00017741039,"about_ca_system_score_gemma":0.00021890605,"threshold_uncertainty_score":0.0025233626},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99695385,0.00004117614,0.0022575546,0.000023119186,0.000010494975,0.000023944918,0.00011268354,0.000036629943,0.0005405092],"genre_scores_gemma":[0.99821186,0.000047329188,0.0008953246,0.000008739662,0.0000062614613,0.000016326654,0.00009699518,0.0000067164847,0.0007103798],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996117,0.00005102546,0.000015206385,0.00007242456,0.00018106063,0.00006862528],"domain_scores_gemma":[0.9983734,0.00040800727,0.000166418,0.00012945167,0.0007940774,0.00012862102],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062965177,0.00036883078,0.0003100862,0.0008907668,0.00033496637,0.00019966914,0.00043879807,0.00038494493,0.0013888406],"category_scores_gemma":[0.0010413805,0.00015248019,0.00019317117,0.0005352548,0.00044737724,0.0005595416,0.0002192831,0.000380515,0.0002839892],"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":[0.0011849777,0.0007936051,0.025088938,0.00029086717,0.000019739751,0.00046029114,0.0006223413,0.0040816907,0.9263681,0.00029758885,0.00087869633,0.03991313],"study_design_scores_gemma":[0.00015053788,0.02097784,0.21798587,0.00005331305,0.00009583227,0.00080667617,0.001506563,0.025689263,0.72704697,0.0003680157,0.0051935595,0.00012560435],"about_ca_topic_score_codex":0.0012397375,"about_ca_topic_score_gemma":0.0018211408,"teacher_disagreement_score":0.0013888406,"about_ca_system_score_codex":0.0001645828,"about_ca_system_score_gemma":0.00020707873,"threshold_uncertainty_score":0.004646182},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95667785,0.0010526903,0.02101741,0.00035540073,0.00002876453,0.00005185982,0.00009160182,0.00011159954,0.020612774],"genre_scores_gemma":[0.99589217,0.0002671708,0.0019414935,0.000009273969,0.0000033315519,0.00000634154,0.000015370339,0.000008350508,0.0018565254],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994666,0.00019391556,0.000018398461,0.000047522593,0.00017915406,0.000094461306],"domain_scores_gemma":[0.99881566,0.00055949047,0.00023707561,0.00007022693,0.00023969865,0.00007790045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00093374023,0.0006109777,0.000295337,0.0006318658,0.0004508624,0.0009270771,0.00084896083,0.0006145604,0.0032320053],"category_scores_gemma":[0.0015095306,0.00028753668,0.00021436304,0.0005483588,0.0011731986,0.0007136181,0.0007328793,0.00037261477,0.00022109933],"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":[0.00069959194,0.00042807855,0.06225793,0.00064029254,0.000086712455,0.0022080257,0.0008384234,0.7260592,0.06456524,0.021614369,0.0010991751,0.11950293],"study_design_scores_gemma":[0.00007932943,0.002464517,0.27071768,0.00036331697,0.0002009435,0.0012132912,0.0042516203,0.6425654,0.05386153,0.0056655435,0.018441303,0.00017553705],"about_ca_topic_score_codex":0.014843909,"about_ca_topic_score_gemma":0.040382057,"teacher_disagreement_score":0.014843909,"about_ca_system_score_codex":0.0011436478,"about_ca_system_score_gemma":0.0008458574,"threshold_uncertainty_score":0.029515028},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9771409,0.000056153207,0.01571594,0.0000721666,0.000020624364,0.000032900705,0.000089201276,0.00016848363,0.0067037027],"genre_scores_gemma":[0.99779606,0.000029443301,0.0016015025,0.0000091167,0.0000018095976,0.000008578358,0.000025865791,0.000013409042,0.00051420945],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984205,0.000021801294,0.000007403043,0.0000170678,0.00006546682,0.000046215886],"domain_scores_gemma":[0.99969757,0.000105501706,0.0000660238,0.000040253835,0.00005657568,0.00003408722],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018476589,0.00044739305,0.00033831358,0.0007724499,0.00064282917,0.00056243566,0.0005944975,0.00081617135,0.0027957377],"category_scores_gemma":[0.0008584326,0.00032146566,0.00058326847,0.0004907018,0.0010509759,0.00054160156,0.0005914324,0.00028086893,0.00027207547],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009744925,0.00005284352,0.0031552804,0.00005919412,0.000019634675,0.00036444003,0.00013305349,0.96289617,0.027748361,0.0009182433,0.0001426129,0.0044126804],"study_design_scores_gemma":[0.00001399048,0.000048903807,0.0029854144,0.000005917397,0.0000129734535,0.000054899145,0.00012397223,0.9911248,0.0050592255,0.00028276682,0.00026982467,0.000017200444],"about_ca_topic_score_codex":0.005528384,"about_ca_topic_score_gemma":0.003649994,"teacher_disagreement_score":0.005528384,"about_ca_system_score_codex":0.00045842343,"about_ca_system_score_gemma":0.0004522322,"threshold_uncertainty_score":0.010992408},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9875892,0.0003344761,0.009807871,0.000085864194,0.000022164233,0.0000596637,0.000049297087,0.00007760285,0.0019739482],"genre_scores_gemma":[0.9932138,0.00011181312,0.00614991,0.00001676406,0.0000036598144,0.00000993141,0.000039525505,0.000007920836,0.0004465584],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994511,0.0001219937,0.00003618073,0.00004732007,0.00025656947,0.00008689228],"domain_scores_gemma":[0.9994893,0.00012361551,0.000106890555,0.00009911153,0.00010099311,0.00008002527],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00071331766,0.00038387172,0.00026627394,0.00060105976,0.0009485906,0.00053256523,0.00044656027,0.00045969375,0.0006621179],"category_scores_gemma":[0.001183641,0.00013459213,0.00036148698,0.00044021607,0.00056223973,0.00017275003,0.0008270213,0.00034294097,0.00020624087],"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":[0.0014090369,0.0008250626,0.06266787,0.0007408753,0.0002403942,0.015747827,0.001576498,0.059436727,0.6154988,0.002258663,0.0010153176,0.23858291],"study_design_scores_gemma":[0.00015953874,0.01942144,0.19846474,0.00029854354,0.0006762396,0.033264738,0.0031638315,0.07713446,0.6220975,0.002534761,0.042614922,0.0001692417],"about_ca_topic_score_codex":0.0021695357,"about_ca_topic_score_gemma":0.009175109,"teacher_disagreement_score":0.0021695357,"about_ca_system_score_codex":0.00043196225,"about_ca_system_score_gemma":0.0004768987,"threshold_uncertainty_score":0.0043138266},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9807091,0.000057136906,0.016676852,0.000053891657,0.000008126707,0.000016733273,0.00018124162,0.00014336464,0.0021535193],"genre_scores_gemma":[0.9965391,0.0000225129,0.0028800261,0.000006755209,0.000001563996,0.000018468869,0.00008335348,0.00001207053,0.00043621112],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997882,0.000048765338,0.000012594425,0.000035898956,0.00006769215,0.00004682562],"domain_scores_gemma":[0.99954647,0.00020881662,0.00005893202,0.0000580529,0.000105991174,0.000021613449],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040652775,0.0002991437,0.00031958392,0.00045761355,0.0002911257,0.00030695045,0.00057991256,0.0005189582,0.0009876065],"category_scores_gemma":[0.0012272717,0.00034165638,0.00042224614,0.00030244037,0.0006043467,0.00025788147,0.00027336256,0.00019770708,0.00011567311],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002697091,0.000014480611,0.0019678648,0.000014982367,0.000008440411,0.000041976633,0.000019323907,0.9925136,0.0034431673,0.0004246818,0.00004603307,0.0014784712],"study_design_scores_gemma":[0.000004947012,0.000023104187,0.0021606507,0.0000018200358,0.0000042459837,0.0000140169805,0.000016020416,0.9964838,0.0010729103,0.00013427554,0.000079037985,0.0000052175124],"about_ca_topic_score_codex":0.009375591,"about_ca_topic_score_gemma":0.006744105,"teacher_disagreement_score":0.009375591,"about_ca_system_score_codex":0.00056526734,"about_ca_system_score_gemma":0.0005310752,"threshold_uncertainty_score":0.018642068},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44190598,0.00015473385,0.50298876,0.00020233796,0.000038054357,0.00013670562,0.00028202505,0.00081315404,0.053478338],"genre_scores_gemma":[0.95069087,0.00010216906,0.037518125,0.00002714796,0.00000695372,0.0000902983,0.00019080979,0.00006440571,0.01130929],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998468,0.000022540884,0.0000042361994,0.000017326447,0.00009152631,0.00001743445],"domain_scores_gemma":[0.99993134,0.000009191346,0.000010720653,0.000006669072,0.00003119821,0.00001087885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001521212,0.00039203375,0.00015708493,0.00036718714,0.00020740536,0.000598452,0.0005632551,0.0004613674,0.0025140473],"category_scores_gemma":[0.0002067591,0.00017769718,0.0002260198,0.00019484157,0.00022179226,0.00017137796,0.00034819322,0.00022913107,0.0004796542],"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":[0.00010429704,0.00010402337,0.0029486641,0.000072782874,0.00001707184,0.0003639111,0.0001261075,0.80492514,0.11926086,0.00431042,0.0011732226,0.06659345],"study_design_scores_gemma":[0.000019256877,0.000502331,0.0040175547,0.000012257822,0.000019608278,0.00012463573,0.000095975345,0.96932656,0.018023763,0.00065903534,0.0071826777,0.00001637302],"about_ca_topic_score_codex":0.00484298,"about_ca_topic_score_gemma":0.008212975,"teacher_disagreement_score":0.00484298,"about_ca_system_score_codex":0.00048752705,"about_ca_system_score_gemma":0.0006630016,"threshold_uncertainty_score":0.009629548},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84574866,0.00025856565,0.15006346,0.000057924735,0.000016755572,0.000041754105,0.00022399347,0.0008032645,0.0027856492],"genre_scores_gemma":[0.99054164,0.000094821204,0.009031024,0.000004725365,0.0000017009042,0.000010667589,0.000052698142,0.000018733097,0.00024401792],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99949527,0.00008781685,0.000034107117,0.00008109262,0.00026400425,0.00003763699],"domain_scores_gemma":[0.9987858,0.000566378,0.00029313224,0.00008305072,0.00025115695,0.000020502748],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045159814,0.00047180516,0.00035739032,0.0013596676,0.00022862415,0.00069430313,0.0005897923,0.0006900682,0.000706942],"category_scores_gemma":[0.0021845927,0.00027969212,0.00027600207,0.00097337965,0.0005947222,0.0007371293,0.00039375215,0.00034092204,0.00020137324],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005029679,0.00015047866,0.066216156,0.00045563036,0.00006269571,0.0010813922,0.00084345747,0.47770682,0.30730918,0.003166755,0.0007912736,0.14171326],"study_design_scores_gemma":[0.000019323406,0.00041282675,0.08117861,0.000051526677,0.00005956849,0.0006931388,0.0006672064,0.6475227,0.26541233,0.0015328159,0.0022950573,0.0001549151],"about_ca_topic_score_codex":0.001344583,"about_ca_topic_score_gemma":0.0018245564,"teacher_disagreement_score":0.0013596676,"about_ca_system_score_codex":0.0002573767,"about_ca_system_score_gemma":0.00027697795,"threshold_uncertainty_score":0.0026734471},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.612026,0.0004002153,0.38156468,0.0002914073,0.00006355819,0.00015349044,0.0011494791,0.0012798711,0.0030713344],"genre_scores_gemma":[0.93815386,0.00013177929,0.060096547,0.000038692455,0.000010136505,0.0000894706,0.000776362,0.00004629384,0.00065683963],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9975007,0.00079275935,0.00025831207,0.00039154862,0.00090630207,0.00015041094],"domain_scores_gemma":[0.9926207,0.002833418,0.0008212195,0.0011206267,0.0025301601,0.00007387104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0042860545,0.0007335693,0.00078698253,0.0012787362,0.00040314437,0.0010159735,0.0016473313,0.0008886462,0.0006179694],"category_scores_gemma":[0.016264379,0.00055776286,0.00086855725,0.0006907886,0.00031186268,0.0011237228,0.0007714222,0.00057991006,0.00025058424],"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":[0.00023265346,0.00014929319,0.051048923,0.00013988865,0.00014374456,0.0001335014,0.00022765408,0.84808266,0.008197833,0.0016083552,0.00140428,0.088631235],"study_design_scores_gemma":[0.000011596213,0.000059043334,0.008911453,0.000014361835,0.000023264833,0.000036060228,0.00004049252,0.9883007,0.0017240697,0.0003497411,0.0005036899,0.000025620619],"about_ca_topic_score_codex":0.05058245,"about_ca_topic_score_gemma":0.04957874,"teacher_disagreement_score":0.05058245,"about_ca_system_score_codex":0.0013560763,"about_ca_system_score_gemma":0.0015783552,"threshold_uncertainty_score":0.10057604},"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":"review","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0025579098,0.6695972,0.002285062,0.043431513,0.18531352,0.000070464346,0.0030461566,0.00016686587,0.09353124],"genre_scores_gemma":[0.02356456,0.5084022,0.0032267624,0.007898004,0.059168294,0.00005922559,0.004667978,0.0002691556,0.39274377],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99758554,0.00017910273,0.00021130001,0.0003373824,0.0013086428,0.00037798315],"domain_scores_gemma":[0.9958733,0.0004905039,0.0004619447,0.00016857647,0.0021314402,0.00087431597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0028211463,0.0021791374,0.001723284,0.007186394,0.0012683463,0.009294891,0.0014373522,0.0049379664,0.030823909],"category_scores_gemma":[0.005197301,0.00068184786,0.0008709104,0.0118575385,0.0010045427,0.006993387,0.0026685162,0.0020756598,0.013624239],"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":[0.00023359053,0.000066214845,0.00041318586,0.001745852,0.000036605168,0.00017055866,0.0000742147,0.0006507579,0.00075956,0.008754981,0.7586664,0.22842802],"study_design_scores_gemma":[0.000012788802,0.000038763115,0.0008980181,0.000714806,0.000026868123,0.00010176368,0.00009467452,0.0001212595,0.0006674583,0.002037201,0.9952739,0.00001247531],"about_ca_topic_score_codex":0.0066568092,"about_ca_topic_score_gemma":0.016127113,"teacher_disagreement_score":0.030823909,"about_ca_system_score_codex":0.0062499214,"about_ca_system_score_gemma":0.008311803,"threshold_uncertainty_score":0.103116274},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79461247,0.0033320377,0.19558188,0.0001974909,0.0002170085,0.00012357863,0.00012640948,0.0010364983,0.004772592],"genre_scores_gemma":[0.95351064,0.0007530947,0.042890634,0.000057581386,0.000032509815,0.00003002323,0.00006079476,0.000036127105,0.0026286012],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998578,0.000009405929,0.000010134913,0.000039738563,0.00006015539,0.000022717579],"domain_scores_gemma":[0.9999027,0.000012971545,0.00002350486,0.000012125775,0.00003671654,0.00001199332],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012592511,0.00032609486,0.00023605724,0.00058374787,0.00021111763,0.00033013572,0.00039096223,0.00023754104,0.00072548987],"category_scores_gemma":[0.00021398402,0.0001595318,0.00027324245,0.00028206714,0.00019517327,0.00060502964,0.00031535362,0.00041168949,0.00016827494],"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":[0.00008077683,0.000048500297,0.0023648387,0.000305944,0.000012558855,0.00014919208,0.00013700499,0.0014520106,0.9131524,0.00093317346,0.00026643786,0.081097096],"study_design_scores_gemma":[0.000035632984,0.0008885516,0.0087767765,0.000034908942,0.00007228342,0.00054243754,0.0002059273,0.012985667,0.9507098,0.00037596578,0.025330145,0.000041939173],"about_ca_topic_score_codex":0.00081786077,"about_ca_topic_score_gemma":0.0019611444,"teacher_disagreement_score":0.00081786077,"about_ca_system_score_codex":0.00019982284,"about_ca_system_score_gemma":0.00027026134,"threshold_uncertainty_score":0.002426982},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9801256,0.00008463112,0.018604428,0.00002266193,0.00001096058,0.000010725555,0.000023782773,0.00008393961,0.0010331619],"genre_scores_gemma":[0.9993044,0.000021173102,0.00052225793,0.0000018852185,4.9269846e-7,0.0000018677099,0.0000033411502,0.0000019463014,0.0001425348],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998535,0.000023222943,0.0000072291114,0.000023946961,0.000055854758,0.00003611227],"domain_scores_gemma":[0.999681,0.00012156679,0.000098410615,0.00003350696,0.00003941456,0.000026081763],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026920953,0.00043109304,0.0002755183,0.00027893475,0.00013907465,0.00023232859,0.0003036463,0.0005103883,0.000953445],"category_scores_gemma":[0.0006443424,0.000127503,0.0002636583,0.0001361682,0.0004191008,0.00035108766,0.00038669712,0.00019919548,0.00009135076],"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":[0.00058972934,0.00008766548,0.0081695095,0.00018336372,0.000033196215,0.0012149767,0.00018843732,0.4072588,0.5589123,0.0012336926,0.0001441791,0.02198419],"study_design_scores_gemma":[0.00002962238,0.0010067365,0.016981885,0.000029251036,0.00005921982,0.0002809759,0.00033443363,0.7145224,0.26558095,0.0004901858,0.00064251194,0.000041764215],"about_ca_topic_score_codex":0.0008485783,"about_ca_topic_score_gemma":0.0009509782,"teacher_disagreement_score":0.000953445,"about_ca_system_score_codex":0.00025426084,"about_ca_system_score_gemma":0.00020641502,"threshold_uncertainty_score":0.0031895638},"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":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0027989382,0.69903165,0.0028972272,0.03551369,0.16958256,0.00009328739,0.002219162,0.00016554701,0.08769788],"genre_scores_gemma":[0.039504234,0.5383978,0.0044947546,0.010134565,0.06623671,0.00007818705,0.004416345,0.00026314048,0.33647433],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99671364,0.00025782778,0.00031281327,0.00036562598,0.0018680582,0.00048203822],"domain_scores_gemma":[0.9954287,0.0005736334,0.00054034666,0.00018769741,0.0021139444,0.0011557016],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004259531,0.0016437443,0.0015074012,0.006885251,0.0012723374,0.010434357,0.0013659293,0.0043593054,0.03143969],"category_scores_gemma":[0.0074083274,0.0005807102,0.00093200844,0.008226642,0.0011378072,0.007457565,0.0037857506,0.0020796827,0.010159846],"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":[0.00026001767,0.000088884575,0.0006190221,0.0024272143,0.000060416693,0.00017754863,0.00011886144,0.0008476816,0.00095370185,0.023114499,0.6235386,0.3477935],"study_design_scores_gemma":[0.000011531395,0.000053912743,0.0009843291,0.0010823652,0.000027747588,0.00008016337,0.00010554969,0.00013329364,0.0006525424,0.0033808402,0.99347395,0.000013789814],"about_ca_topic_score_codex":0.004146649,"about_ca_topic_score_gemma":0.008748237,"teacher_disagreement_score":0.03143969,"about_ca_system_score_codex":0.005459223,"about_ca_system_score_gemma":0.0095411325,"threshold_uncertainty_score":0.10517627},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73279,0.0008053781,0.26024914,0.00018922388,0.00014317573,0.00084321277,0.0015626075,0.0009549164,0.002462353],"genre_scores_gemma":[0.7538389,0.000327007,0.24210396,0.00009533459,0.000018498471,0.00045121586,0.00065169693,0.0000462634,0.0024670355],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996068,0.000045013796,0.000037841193,0.00007752064,0.00021121166,0.000021662812],"domain_scores_gemma":[0.99914026,0.00028783866,0.00014569018,0.0001056692,0.00027217524,0.000048398862],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006350036,0.00039905732,0.00025501783,0.0007922506,0.0001439286,0.00030586726,0.0004837872,0.0003537555,0.0013862184],"category_scores_gemma":[0.000859712,0.00020092254,0.0001702723,0.00035046466,0.00031115467,0.0003304229,0.00030705816,0.00024224394,0.0004034039],"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":[0.000040288513,0.00003670428,0.0020792389,0.00007298474,0.0000046613504,0.00006675068,0.000051477185,0.0002509622,0.9818081,0.00012652215,0.00013389744,0.01532832],"study_design_scores_gemma":[0.000017594726,0.0009777972,0.020611402,0.000022291231,0.000028211265,0.00041785243,0.00015868618,0.006270632,0.966867,0.000104259474,0.004493468,0.00003080723],"about_ca_topic_score_codex":0.0005059176,"about_ca_topic_score_gemma":0.0019590717,"teacher_disagreement_score":0.0013862184,"about_ca_system_score_codex":0.00017161047,"about_ca_system_score_gemma":0.00030411073,"threshold_uncertainty_score":0.0046373606},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9997125,0.000015839469,0.000121033976,6.943248e-7,6.1281776e-7,0.000004084811,0.00004963758,0.000006241627,0.00008937986],"genre_scores_gemma":[0.9992791,0.0000164001,0.00028079457,0.0000012822542,5.1675994e-7,0.0000046291707,0.000118063836,0.0000016078867,0.0002976322],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997646,0.000022489454,0.000010990189,0.00004851884,0.000105820975,0.000047598875],"domain_scores_gemma":[0.9994772,0.00007302629,0.00008024439,0.000035638197,0.00026981323,0.000064153835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000383262,0.00039258783,0.00025769125,0.0008313214,0.0003548874,0.0001997356,0.00043181793,0.00022560383,0.0006421718],"category_scores_gemma":[0.0003246837,0.00016382172,0.000231949,0.00039595301,0.0002676295,0.00020534653,0.00019770424,0.00019513047,0.00012658583],"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":[0.0009148194,0.00039932394,0.13380046,0.0001141465,0.00003698842,0.00024422325,0.0004727576,0.004340906,0.84605205,0.00004638821,0.000089958055,0.01348799],"study_design_scores_gemma":[0.000011261501,0.0020821039,0.8368731,0.000006441822,0.000033651617,0.000081172475,0.00046190448,0.004243443,0.15573108,0.000017320204,0.0004377209,0.000020715519],"about_ca_topic_score_codex":0.038172863,"about_ca_topic_score_gemma":0.08571048,"teacher_disagreement_score":0.038172863,"about_ca_system_score_codex":0.0008671655,"about_ca_system_score_gemma":0.000393051,"threshold_uncertainty_score":0.07590139},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991221,0.00017244322,0.00028574385,0.00000430867,0.0000036804868,0.000004844358,0.00006430007,0.000007796943,0.00033481602],"genre_scores_gemma":[0.99721897,0.0001081802,0.00052410125,0.000008516288,0.0000011654032,0.0000055823125,0.00016017725,0.000008358812,0.001964915],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992335,0.0000055652163,0.000005314845,0.000015597947,0.00003098657,0.000019165886],"domain_scores_gemma":[0.99984837,0.00002201412,0.00004603253,0.000008836425,0.00003726502,0.000037431782],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001418496,0.0003045651,0.00013451233,0.00030919057,0.00010601297,0.00018278808,0.00011590177,0.00022682657,0.0010026734],"category_scores_gemma":[0.00018085212,0.0001272682,0.00019595942,0.00019832826,0.0001681056,0.00013661975,0.00014193117,0.00024613287,0.000117146774],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051581403,0.000012210271,0.0005272861,0.000022023432,0.000003564803,0.000044882403,0.00002322321,0.00010362007,0.99842525,0.000010876241,0.0000053872263,0.0007701502],"study_design_scores_gemma":[0.000004601584,0.00041258743,0.028084112,0.0000061928877,0.000016523913,0.00007087208,0.000070800204,0.0005388997,0.9700066,0.000010896109,0.0007714965,0.0000064368705],"about_ca_topic_score_codex":0.0018830282,"about_ca_topic_score_gemma":0.0052266596,"teacher_disagreement_score":0.99811697,"about_ca_system_score_codex":0.000159661,"about_ca_system_score_gemma":0.00011573191,"threshold_uncertainty_score":0.0037441254},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99882656,0.000023496921,0.000533009,0.000009353118,0.000007907891,0.0000049228556,0.000101446654,0.000011681244,0.0004817016],"genre_scores_gemma":[0.99912125,0.000020865384,0.00027374207,0.000003249943,0.0000017840821,0.0000031481686,0.00005540967,0.0000029142302,0.0005176621],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984515,0.000016608996,0.000010890368,0.00002887407,0.000058599304,0.000039849292],"domain_scores_gemma":[0.9995535,0.00010950706,0.00007125345,0.00006283599,0.00016735888,0.000035419856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023789212,0.00030486926,0.00015693477,0.00021864424,0.00032416408,0.00020862116,0.00025297518,0.00040565536,0.0031552734],"category_scores_gemma":[0.00066260115,0.0001315718,0.00012802723,0.00019663923,0.0003428413,0.0003347895,0.00024076816,0.0002757635,0.00024885664],"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":[0.0009400891,0.00026815108,0.005198886,0.00005738426,0.00000747259,0.000106902546,0.00017371467,0.001660601,0.9850064,0.0002044871,0.00013241541,0.0062435237],"study_design_scores_gemma":[0.0000334913,0.0022251166,0.024290824,0.000013184467,0.000022143406,0.00010320494,0.00025160384,0.008223995,0.96364623,0.000064607404,0.0011115425,0.000013889152],"about_ca_topic_score_codex":0.00079640583,"about_ca_topic_score_gemma":0.00091660576,"teacher_disagreement_score":0.0031552734,"about_ca_system_score_codex":0.00016466882,"about_ca_system_score_gemma":0.0001507441,"threshold_uncertainty_score":0.010555387},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9902019,0.0015734723,0.0036631038,0.000060931237,0.00006911693,0.000062526444,0.0005358524,0.00007413779,0.0037588677],"genre_scores_gemma":[0.9873949,0.00077693426,0.007283721,0.000060817,0.000015763115,0.00006142461,0.00047922193,0.00003070046,0.0038964478],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994522,0.0000519928,0.000050172228,0.000111258465,0.00026873386,0.00006557248],"domain_scores_gemma":[0.99977285,0.000036894387,0.000053215437,0.000021547496,0.000066248715,0.00004923257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036898814,0.0004563433,0.00035981758,0.0019188612,0.00046564784,0.0004951096,0.00038350397,0.0005056609,0.0029535184],"category_scores_gemma":[0.00043313077,0.00017605738,0.00046231793,0.0010497711,0.000247964,0.0005382074,0.0005741245,0.00040742918,0.0007966855],"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":[0.0008815878,0.00032847584,0.0074795946,0.0006783668,0.00013809146,0.0005172154,0.00010853144,0.003267177,0.94055235,0.0011024968,0.0005092157,0.04443674],"study_design_scores_gemma":[0.00007180243,0.0043122815,0.037788004,0.00016522869,0.00030979034,0.0008961265,0.00064228877,0.007656659,0.9102442,0.0011408044,0.036682375,0.00009028926],"about_ca_topic_score_codex":0.0013013602,"about_ca_topic_score_gemma":0.007857172,"teacher_disagreement_score":0.0029535184,"about_ca_system_score_codex":0.0003628567,"about_ca_system_score_gemma":0.00035895113,"threshold_uncertainty_score":0.009880543},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999084,0.000030204968,0.0005079321,0.000006325053,0.0000039730785,0.0000050615868,0.00003842686,0.0000125835495,0.00031152114],"genre_scores_gemma":[0.9991787,0.000037570026,0.0005305003,0.000002639073,0.0000017510525,0.000004735531,0.000033347726,0.0000020388545,0.0002086558],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969745,0.000024935078,0.0000179552,0.000053932603,0.00012266957,0.00008313398],"domain_scores_gemma":[0.9992537,0.00026280415,0.0001676516,0.000069084905,0.00014894202,0.00009791975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031648637,0.0003904741,0.00039193098,0.0004445564,0.00031301696,0.00030537252,0.0005192368,0.0004153544,0.0011593126],"category_scores_gemma":[0.0006562159,0.00020677509,0.000327728,0.00036467455,0.0005224439,0.00033080112,0.00041907164,0.00032465986,0.000113300805],"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":[0.0013687116,0.0014378942,0.046890095,0.00050705887,0.00008509603,0.0021723888,0.0006274979,0.28455046,0.6449849,0.00059111626,0.00042008702,0.01636464],"study_design_scores_gemma":[0.000096118354,0.004561403,0.059632733,0.000031106418,0.00011085154,0.00026497425,0.0009405076,0.6376722,0.29570082,0.00021336159,0.00070485484,0.000071067545],"about_ca_topic_score_codex":0.004501357,"about_ca_topic_score_gemma":0.0070090997,"teacher_disagreement_score":0.004501357,"about_ca_system_score_codex":0.00033150832,"about_ca_system_score_gemma":0.00025742335,"threshold_uncertainty_score":0.008950293},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987954,0.00052850676,0.00029394266,0.000007871364,0.0000056491936,0.000007329343,0.00004469462,0.000010295038,0.00030633924],"genre_scores_gemma":[0.99798906,0.00046741508,0.0010561264,0.000009917586,0.0000029473736,0.0000058753476,0.000058868485,0.0000066457915,0.00040313264],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998111,0.000030047664,0.000024036297,0.00004215409,0.000061062565,0.000031632953],"domain_scores_gemma":[0.9994778,0.00018329742,0.00016843704,0.000036390924,0.000079287405,0.000054789158],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021723247,0.0004829634,0.00022968273,0.00028095598,0.00011998845,0.00021885574,0.00012299012,0.00018897827,0.00076211704],"category_scores_gemma":[0.0005109948,0.0001617067,0.00022941374,0.00020432778,0.00016127292,0.00025630218,0.00012649967,0.0002815843,0.00011707665],"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":[0.0002353956,0.000042984084,0.00096721255,0.000072671115,0.000012953316,0.0000487093,0.000025183177,0.00027226197,0.9959145,0.000008367287,0.0000074716513,0.0023922059],"study_design_scores_gemma":[0.0000032710639,0.00081481907,0.008423636,0.0000073195265,0.000035093508,0.00005030107,0.000029822728,0.00041017655,0.9898095,0.0000039461297,0.00040645778,0.000005640002],"about_ca_topic_score_codex":0.00087098347,"about_ca_topic_score_gemma":0.0020804468,"teacher_disagreement_score":0.00087098347,"about_ca_system_score_codex":0.00014499326,"about_ca_system_score_gemma":0.00011780704,"threshold_uncertainty_score":0.0025494695},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9559637,0.00034909815,0.017952986,0.000426526,0.00010027588,0.000034559893,0.00012736817,0.000083860126,0.024961676],"genre_scores_gemma":[0.9965463,0.00007398156,0.0013310523,0.000022042383,0.000010294254,0.000009320443,0.000023389282,0.000009830943,0.0019737354],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984705,0.000038538194,0.0000095769,0.000020919668,0.00003903258,0.000044975175],"domain_scores_gemma":[0.99930906,0.00034286213,0.000103634775,0.000050744326,0.00009221688,0.00010145434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031355338,0.00033763304,0.000638693,0.00074386736,0.000631749,0.0012334561,0.0008812988,0.0016826319,0.0034070215],"category_scores_gemma":[0.0024223663,0.00036149306,0.00042615383,0.0006903467,0.0018887394,0.000746551,0.0010522627,0.00072556105,0.00030201595],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012738288,0.00007957882,0.0022544127,0.00004705079,0.000024133094,0.0004038104,0.00012466084,0.98342127,0.0034594822,0.0071543534,0.00032504793,0.0025788285],"study_design_scores_gemma":[0.00003186148,0.00005172537,0.0008682603,0.00000829242,0.0000073852284,0.000044680466,0.00011575049,0.9975273,0.00029165627,0.0007892324,0.00025285242,0.000010967645],"about_ca_topic_score_codex":0.009026659,"about_ca_topic_score_gemma":0.0049263122,"teacher_disagreement_score":0.009026659,"about_ca_system_score_codex":0.00055050355,"about_ca_system_score_gemma":0.0006268812,"threshold_uncertainty_score":0.01794821},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973029,0.0003317011,0.0014287112,0.000013606464,0.000007201592,0.000009568377,0.00019346514,0.000021709955,0.0006910282],"genre_scores_gemma":[0.9975205,0.00022147255,0.0009788607,0.000009791649,0.0000021204908,0.000012352122,0.0002528037,0.000008010871,0.0009940051],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958426,0.00003785666,0.00004672498,0.00006274499,0.0002171914,0.00005118026],"domain_scores_gemma":[0.99959105,0.00011117422,0.00009364709,0.00002182444,0.00013035133,0.000051979547],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000276381,0.00042949372,0.00026186855,0.00077182555,0.00020776321,0.00031932717,0.00020255349,0.00026400894,0.0014233277],"category_scores_gemma":[0.00057385914,0.00020059063,0.00017603085,0.00067141216,0.0002626447,0.0003321046,0.0003738455,0.0002571861,0.00025934807],"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":[0.00020726337,0.000022480415,0.0024853433,0.000051944135,0.000011744913,0.000072025534,0.0000577028,0.0014655382,0.9907103,0.000045462813,0.000030933337,0.0048391735],"study_design_scores_gemma":[0.0000061766937,0.00046922057,0.018815793,0.00001302779,0.00002974649,0.0001238317,0.00015119025,0.0037980184,0.975365,0.000038630744,0.0011741796,0.000015114549],"about_ca_topic_score_codex":0.00094000966,"about_ca_topic_score_gemma":0.001814551,"teacher_disagreement_score":0.0014233277,"about_ca_system_score_codex":0.00019184206,"about_ca_system_score_gemma":0.00015651483,"threshold_uncertainty_score":0.004761517},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.042808015,0.00005319362,0.95414186,0.000031241914,0.000028432767,0.00003949438,0.000059167436,0.00059800124,0.0022405807],"genre_scores_gemma":[0.71304184,0.00015979246,0.28298742,0.000056687684,0.000029314147,0.00017620338,0.00020809486,0.00044098194,0.0028996058],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99967825,0.00007020692,0.000019058312,0.000053028085,0.00015049052,0.000028934464],"domain_scores_gemma":[0.9993274,0.0001701955,0.000081021884,0.00011918217,0.00027816356,0.000024077124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048318075,0.0006764563,0.00036903232,0.0010098404,0.00027146967,0.0006119416,0.0015926856,0.0005135559,0.0022292403],"category_scores_gemma":[0.00196759,0.00025963385,0.00060203817,0.00049487676,0.00039773752,0.0010466913,0.0006588572,0.0005784511,0.00058389676],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016577802,0.0002367489,0.007417787,0.00026674825,0.0000958642,0.00061659305,0.00028407702,0.5357113,0.15244156,0.041993365,0.0014698918,0.25930026],"study_design_scores_gemma":[0.0000042273505,0.000034015095,0.0012114538,0.000005829339,0.000010333337,0.00011490807,0.000022632135,0.98376507,0.0111845,0.002165002,0.0014654209,0.000016615857],"about_ca_topic_score_codex":0.0031205437,"about_ca_topic_score_gemma":0.0036435365,"teacher_disagreement_score":0.0031205437,"about_ca_system_score_codex":0.00037887873,"about_ca_system_score_gemma":0.0007055982,"threshold_uncertainty_score":0.0074575543},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936585,0.00005132833,0.0031357193,0.000053805892,0.000015152425,0.000015459564,0.0001914585,0.00008751993,0.002790978],"genre_scores_gemma":[0.9989336,0.000019825953,0.00035320938,0.0000035664648,0.000002561389,0.000005656456,0.000048918224,0.0000072524367,0.0006253524],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997172,0.000043161297,0.000019650874,0.000033471253,0.0001188207,0.00006769018],"domain_scores_gemma":[0.99907315,0.00049858436,0.000114473514,0.00007807726,0.00014382576,0.00009183987],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024331753,0.0004397612,0.0003564981,0.00085432647,0.00064937415,0.00063814205,0.0007892761,0.001148186,0.0035637363],"category_scores_gemma":[0.001229701,0.0003053635,0.0003849205,0.00047635395,0.00086162286,0.00063711713,0.0005288437,0.00036189836,0.00048777083],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013452607,0.0006413517,0.009597092,0.0002039801,0.0000343687,0.0012201443,0.0005907135,0.7586472,0.21016909,0.0024543332,0.00086446386,0.014231977],"study_design_scores_gemma":[0.000034500114,0.00032267635,0.009108087,0.000011226393,0.000012701266,0.000103369486,0.00021596035,0.94754034,0.04185228,0.00049062213,0.00027805992,0.000030215098],"about_ca_topic_score_codex":0.0045020026,"about_ca_topic_score_gemma":0.0038311696,"teacher_disagreement_score":0.0045020026,"about_ca_system_score_codex":0.00050293107,"about_ca_system_score_gemma":0.00038430197,"threshold_uncertainty_score":0.011921883},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99757534,0.00007024657,0.00044743618,0.000011989759,0.0000033137333,0.000005449877,0.000021023303,0.000021103235,0.0018440646],"genre_scores_gemma":[0.9984964,0.00005235177,0.00072572933,0.0000053623753,0.0000010426983,0.0000016491693,0.000022841716,0.0000079467145,0.0006866875],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99942255,0.00018922724,0.00002340785,0.00008976244,0.0001397017,0.00013532401],"domain_scores_gemma":[0.99909043,0.0003671221,0.000135547,0.000120759025,0.00020884917,0.000077232275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058100244,0.00037307313,0.00024380772,0.0008390249,0.00087298744,0.0011679706,0.00036847108,0.0004073451,0.0022488462],"category_scores_gemma":[0.0025725977,0.00020327632,0.00038916065,0.0004680393,0.0004502102,0.0004453532,0.0009913689,0.00022333843,0.0003715062],"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":[0.0026601788,0.00059550576,0.30001727,0.00074137055,0.00021222318,0.0029634978,0.0071551185,0.012599341,0.42463067,0.002364637,0.00085444015,0.24520569],"study_design_scores_gemma":[0.000049686227,0.0038231618,0.8163651,0.00027713017,0.00042692345,0.0031858194,0.012149786,0.01603495,0.13768972,0.00096623745,0.008949433,0.000082064485],"about_ca_topic_score_codex":0.004049731,"about_ca_topic_score_gemma":0.012526629,"teacher_disagreement_score":0.004049731,"about_ca_system_score_codex":0.0004242595,"about_ca_system_score_gemma":0.0006142301,"threshold_uncertainty_score":0.0080522895},"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":"review","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0028340886,0.58671516,0.0041471706,0.058244493,0.24352798,0.00010934343,0.0023454248,0.00021297525,0.101863466],"genre_scores_gemma":[0.025955908,0.46061885,0.005088137,0.011493911,0.09121442,0.00009457965,0.003671298,0.00033724876,0.40152568],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99624383,0.00033350053,0.00028784355,0.0004191871,0.0021766562,0.00053901586],"domain_scores_gemma":[0.99427766,0.00080915715,0.00058709754,0.00021998463,0.0028061618,0.0013000618],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004079343,0.0016912887,0.0017358945,0.0072574024,0.0015063859,0.010201281,0.0016082015,0.0049709454,0.03545821],"category_scores_gemma":[0.008042343,0.0006770097,0.0009757659,0.009287162,0.0013287169,0.0075786677,0.004189079,0.0024967312,0.011545758],"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":[0.00022816022,0.00008873808,0.00048560838,0.0018433892,0.000054299784,0.00014450999,0.00008852863,0.0008003546,0.0008017992,0.01719612,0.707598,0.27067044],"study_design_scores_gemma":[0.000012776273,0.000046423032,0.00073073397,0.0007884389,0.00002467414,0.0000712163,0.000095368865,0.00013480638,0.0006275327,0.0038560499,0.9935974,0.00001462328],"about_ca_topic_score_codex":0.003705189,"about_ca_topic_score_gemma":0.007570338,"teacher_disagreement_score":0.03545821,"about_ca_system_score_codex":0.00579118,"about_ca_system_score_gemma":0.010106369,"threshold_uncertainty_score":0.1186195},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99949193,0.000006882498,0.0002473216,0.0000017154534,6.58899e-7,0.000003946467,0.00006818678,0.00000814608,0.00017107012],"genre_scores_gemma":[0.9991893,0.00001073487,0.0006023121,7.460165e-7,4.8543984e-7,0.0000032427026,0.000098640834,0.0000021343656,0.00009227814],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999729,0.0000417005,0.000034123455,0.000062457104,0.00008093194,0.000051885727],"domain_scores_gemma":[0.99959844,0.00011455576,0.000089591784,0.00004161715,0.00011319826,0.000042577954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036984764,0.000388519,0.0003805567,0.0010184335,0.00038326418,0.0005912644,0.0005164566,0.00058363244,0.0004350324],"category_scores_gemma":[0.0007642104,0.00021132325,0.00041359634,0.0011707714,0.00036494894,0.0003057314,0.00033905942,0.00020555162,0.0001362482],"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":[0.0057977145,0.0005893027,0.6735754,0.0001645472,0.00019375015,0.00082702964,0.00052570703,0.092791736,0.19332841,0.00028053555,0.00015127387,0.031774655],"study_design_scores_gemma":[0.00014002861,0.00090149307,0.69989526,0.000014454588,0.0001929318,0.00021164713,0.0007329653,0.22104429,0.07615333,0.00015106349,0.00050987286,0.000052697305],"about_ca_topic_score_codex":0.023318278,"about_ca_topic_score_gemma":0.025754,"teacher_disagreement_score":0.023318278,"about_ca_system_score_codex":0.00062080263,"about_ca_system_score_gemma":0.00051044644,"threshold_uncertainty_score":0.046365142},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98614997,0.000060412993,0.009009223,0.00005771866,0.000011522228,0.000036486254,0.00051326567,0.00018991265,0.003971505],"genre_scores_gemma":[0.99778616,0.00004662794,0.00093105267,0.000008169326,0.0000022802199,0.000033099815,0.0001830104,0.000015030735,0.000994621],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992275,0.000014071701,0.000003818227,0.000021197966,0.000019694318,0.000018457571],"domain_scores_gemma":[0.9998784,0.000040364033,0.000016999282,0.00002051874,0.00002915567,0.000014471861],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010555642,0.00055200706,0.00059553783,0.00028376782,0.0003830885,0.00047443397,0.00097136694,0.0010840606,0.002289321],"category_scores_gemma":[0.00027195178,0.00029442526,0.00070415996,0.00026422853,0.00043621234,0.0005246879,0.00041353266,0.00039343527,0.0002595462],"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":[0.0000590545,0.00007519025,0.002340679,0.00003553918,0.000017702265,0.00015598499,0.000033322893,0.98970056,0.005861829,0.00020531508,0.0000966738,0.0014181368],"study_design_scores_gemma":[0.000016019903,0.000064180764,0.0023259704,0.000002430095,0.000010085835,0.000019169656,0.000036026566,0.99636626,0.00092359906,0.00011168576,0.00011504745,0.000009530736],"about_ca_topic_score_codex":0.021739883,"about_ca_topic_score_gemma":0.012063101,"teacher_disagreement_score":0.021739883,"about_ca_system_score_codex":0.00044581445,"about_ca_system_score_gemma":0.0006029843,"threshold_uncertainty_score":0.04322666},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88702166,0.00038036663,0.09407207,0.0002648604,0.000070858856,0.000087070235,0.0002848714,0.0004584039,0.017359884],"genre_scores_gemma":[0.9932909,0.00012765384,0.003918545,0.000012983282,0.000006448778,0.00002533245,0.00006282148,0.000021219088,0.002534102],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985623,0.000026285266,0.000010035448,0.000019896981,0.00004405032,0.00004348388],"domain_scores_gemma":[0.9997352,0.00007803502,0.000058413654,0.00003053847,0.000060880004,0.00003698508],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029371594,0.00061205245,0.0006165389,0.0007538056,0.00067581836,0.0007535334,0.0010032878,0.0012815777,0.0016819744],"category_scores_gemma":[0.0007939311,0.0003934589,0.000604714,0.0004773599,0.00084575906,0.00046738016,0.00055145985,0.00050471636,0.00026906555],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024288549,0.000019745246,0.00077112595,0.000016972288,0.000007563747,0.00012955556,0.000034415705,0.99259186,0.0043446575,0.0006667791,0.00006995246,0.0013230555],"study_design_scores_gemma":[0.0000017591153,0.000009479165,0.00028348382,0.000001522704,0.00000206944,0.000009145019,0.000009918374,0.9992188,0.00031148922,0.00008359819,0.000065460394,0.0000031824557],"about_ca_topic_score_codex":0.029727858,"about_ca_topic_score_gemma":0.013393423,"teacher_disagreement_score":0.029727858,"about_ca_system_score_codex":0.0006926242,"about_ca_system_score_gemma":0.0008904711,"threshold_uncertainty_score":0.05910963},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99223435,0.000044342796,0.0057361084,0.00005469107,0.000012299161,0.000012704641,0.000054882352,0.00007170566,0.0017789125],"genre_scores_gemma":[0.9993218,0.000011316429,0.00024502198,0.0000061416845,9.490947e-7,0.0000031415,0.000017226112,0.0000038409426,0.00039058455],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998067,0.000044326724,0.0000072142416,0.00003278344,0.000046340738,0.00006254076],"domain_scores_gemma":[0.9991998,0.00047243253,0.00009339848,0.000059988895,0.000117299525,0.00005703876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003188064,0.0006205642,0.00051162357,0.000468642,0.00038905215,0.00059312757,0.0005125216,0.001375443,0.0016233169],"category_scores_gemma":[0.0011289922,0.0003114372,0.0005336208,0.00030015357,0.00096295675,0.000498571,0.00076414045,0.000299467,0.00016777987],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005660207,0.000057679485,0.0013922182,0.00006357251,0.000029068251,0.00034589958,0.00006679035,0.9728075,0.022023436,0.00035159488,0.00011449077,0.0021817016],"study_design_scores_gemma":[0.000010309874,0.00019415237,0.0018775542,0.000006245924,0.000018926681,0.000034304063,0.00007344874,0.98954564,0.007996082,0.00018074912,0.000049489186,0.000013101205],"about_ca_topic_score_codex":0.0059338477,"about_ca_topic_score_gemma":0.0022101179,"teacher_disagreement_score":0.0059338477,"about_ca_system_score_codex":0.00050059345,"about_ca_system_score_gemma":0.000376621,"threshold_uncertainty_score":0.01179862},"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":"review","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0029914293,0.68566847,0.002744072,0.0546059,0.15922764,0.00007233183,0.0026744155,0.00014073348,0.091875],"genre_scores_gemma":[0.025138365,0.542436,0.003380518,0.007963344,0.053451195,0.000063501546,0.0038904885,0.0002374404,0.36343905],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9972241,0.0002367807,0.00026355358,0.00035668444,0.0014680899,0.00045076216],"domain_scores_gemma":[0.9953526,0.0007814805,0.0005652419,0.00021137184,0.0022344296,0.00085481553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0031176452,0.0019008594,0.0016564943,0.007469822,0.0015878977,0.010006534,0.001279277,0.0052711605,0.029531416],"category_scores_gemma":[0.005987415,0.0007251284,0.0009056584,0.012760263,0.0011463249,0.0076946784,0.0028628008,0.002433009,0.0101991575],"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":[0.00024532343,0.00007167022,0.0005120543,0.002267121,0.000042902124,0.00021002366,0.000116614276,0.0007812741,0.0007193142,0.013111123,0.7031505,0.27877203],"study_design_scores_gemma":[0.000009760426,0.000036525496,0.0010874161,0.0009455742,0.000028700815,0.00010602722,0.00013077239,0.00011529018,0.00069519435,0.0020388372,0.9947902,0.000015611493],"about_ca_topic_score_codex":0.005832859,"about_ca_topic_score_gemma":0.014270903,"teacher_disagreement_score":0.029531416,"about_ca_system_score_codex":0.0062206406,"about_ca_system_score_gemma":0.008888184,"threshold_uncertainty_score":0.098792434},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99955255,0.000086931694,0.00021687859,0.0000016943906,0.0000015347141,0.0000053630174,0.000046121237,0.000005051574,0.000083831874],"genre_scores_gemma":[0.99897504,0.00008481828,0.00051762833,0.0000026936664,0.0000010049038,0.000009814721,0.00009867189,0.0000024492922,0.00030791873],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996195,0.000044878485,0.000032219075,0.000055003056,0.00017906632,0.00006934581],"domain_scores_gemma":[0.99940205,0.00008315491,0.000096792675,0.00004459783,0.00030360752,0.000069851514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006342742,0.00043910835,0.00028392315,0.0010875268,0.0003135776,0.00020978486,0.00036931157,0.00033725187,0.0006044147],"category_scores_gemma":[0.0005972275,0.00018903325,0.00036822123,0.00050604757,0.000239835,0.00026797675,0.00027756984,0.00023895122,0.0001704531],"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":[0.0005519533,0.00015311892,0.020438865,0.00010072793,0.000038399332,0.00014091481,0.00023945169,0.004248518,0.9636024,0.000034052413,0.000049466318,0.010402156],"study_design_scores_gemma":[0.000022581333,0.0078697745,0.2571429,0.000025882417,0.00012756135,0.000300413,0.0006370199,0.013884103,0.71849763,0.000034596073,0.0014111336,0.000046365894],"about_ca_topic_score_codex":0.0055254274,"about_ca_topic_score_gemma":0.014632896,"teacher_disagreement_score":0.0055254274,"about_ca_system_score_codex":0.00044218855,"about_ca_system_score_gemma":0.00022676212,"threshold_uncertainty_score":0.010986567},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.992444,0.000019191608,0.0063082906,0.00000953319,0.000002088896,0.000015197239,0.000027892298,0.000030698768,0.0011431267],"genre_scores_gemma":[0.9975936,0.000017195189,0.0017855043,0.000001754647,3.8597813e-7,0.0000089292325,0.000015842128,0.000006743475,0.00057012826],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998834,0.00001539322,0.000006514246,0.000020836998,0.000021859158,0.000051997078],"domain_scores_gemma":[0.99956125,0.00018680564,0.0000989047,0.000044357028,0.000049386534,0.000059390914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028798773,0.0003376012,0.00030150384,0.00052566,0.0003011106,0.0007334264,0.0006930421,0.001025524,0.0011252044],"category_scores_gemma":[0.0008296758,0.00036786174,0.00043742196,0.00038147462,0.0005869964,0.0004928685,0.00047507635,0.00025123038,0.00026854785],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000111073205,0.00007401681,0.007677102,0.00003435038,0.000010988071,0.00017523965,0.00010960635,0.9736235,0.014667398,0.00039608547,0.000048611553,0.0030719654],"study_design_scores_gemma":[0.000006192473,0.000099831705,0.0021656244,0.000004083033,0.0000053136005,0.000029205583,0.0000597783,0.99479514,0.002587644,0.00015513196,0.00008511221,0.0000069926014],"about_ca_topic_score_codex":0.0111918375,"about_ca_topic_score_gemma":0.009977713,"teacher_disagreement_score":0.0111918375,"about_ca_system_score_codex":0.0005752745,"about_ca_system_score_gemma":0.0004883296,"threshold_uncertainty_score":0.022253394},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99241525,0.000095165866,0.0028871258,0.00003475959,0.000011549092,0.000089450295,0.0001223967,0.00008039121,0.0042638895],"genre_scores_gemma":[0.99674207,0.000054275344,0.0013816528,0.000004154335,0.0000039786755,0.0000127919575,0.00005275493,0.0000054424745,0.0017429794],"study_design_codex":"simulation_or_modeling","study_design_gemma":"case_report","domain_scores_codex":[0.9993393,0.0000977735,0.00003250201,0.00008227696,0.00023092909,0.00021728857],"domain_scores_gemma":[0.99881494,0.0003745164,0.00019818163,0.00017970454,0.00024613514,0.00018664569],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051468966,0.00067437364,0.00054900616,0.001191356,0.0009390236,0.0007279321,0.0009231859,0.0012401378,0.0024404528],"category_scores_gemma":[0.0011548613,0.00024976372,0.0006617797,0.0010330303,0.0007584904,0.0005569214,0.0007460649,0.00027876193,0.00054205063],"study_design_candidate":"case_report","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":[0.0034375987,0.0022170052,0.13352904,0.0013530579,0.00021699743,0.08964932,0.0027460454,0.5518619,0.105910055,0.0033590654,0.0055229515,0.10019699],"study_design_scores_gemma":[0.00023464221,0.009074306,0.13645518,0.00017888231,0.00039036403,0.021741427,0.010769378,0.6611563,0.14031005,0.0022825622,0.017074166,0.00033274665],"about_ca_topic_score_codex":0.008938005,"about_ca_topic_score_gemma":0.01282838,"teacher_disagreement_score":0.008938005,"about_ca_system_score_codex":0.0006892554,"about_ca_system_score_gemma":0.000425608,"threshold_uncertainty_score":0.01777196},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99822503,0.00015425961,0.00076185795,0.000012409082,0.0000085662405,0.00002276341,0.000093474264,0.000012814569,0.0007087283],"genre_scores_gemma":[0.9961719,0.00032445794,0.0024931384,0.000010717324,0.0000037917857,0.00002519908,0.00019238316,0.000013330676,0.00076516526],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998777,0.000010512192,0.000016512155,0.000019954132,0.00004855807,0.00002675761],"domain_scores_gemma":[0.9998567,0.000030129726,0.000040576084,0.000013321887,0.000032505322,0.000026706699],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017186528,0.0003138725,0.00017813963,0.0003514822,0.00017259065,0.00027483725,0.0001006705,0.00015746163,0.0005846101],"category_scores_gemma":[0.00021266642,0.000121296085,0.00026908453,0.00024651072,0.00020514964,0.00018944753,0.00020106377,0.00030492185,0.00012598145],"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":[0.000027777947,0.000015967835,0.00032111918,0.000034218134,0.0000033372517,0.000025481606,0.000015474032,0.00018845192,0.9985954,0.000029665985,0.0000079249785,0.0007351732],"study_design_scores_gemma":[0.0000044778308,0.00017244638,0.0029550293,0.000002877009,0.0000114952145,0.00001793221,0.0000417216,0.00047728058,0.99578625,0.000009404685,0.00051709695,0.0000039599754],"about_ca_topic_score_codex":0.0018290953,"about_ca_topic_score_gemma":0.0062023643,"teacher_disagreement_score":0.0018290953,"about_ca_system_score_codex":0.0002823814,"about_ca_system_score_gemma":0.00021940481,"threshold_uncertainty_score":0.0036368966},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957957,0.000049446448,0.0010984109,0.000018651652,0.0000052258865,0.000033536908,0.0016252103,0.00003167045,0.0013421207],"genre_scores_gemma":[0.9924831,0.0000803095,0.0021533081,0.000018835262,0.000007709091,0.000051556945,0.004027349,0.0000058133865,0.0011719896],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99975246,0.000020919324,0.000025866826,0.000065486856,0.00009853862,0.000036680438],"domain_scores_gemma":[0.99919945,0.000097167285,0.00015451906,0.00007953846,0.00037308747,0.00009634053],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004889295,0.0002070426,0.00031170988,0.0011890857,0.00048997434,0.0002754398,0.00037681512,0.00040990903,0.0006093131],"category_scores_gemma":[0.00055080844,0.00011265581,0.000119437886,0.0009109127,0.0002282432,0.00032838667,0.00035983522,0.0002758429,0.00024201353],"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":[0.0005752365,0.0007462848,0.897166,0.0001079384,0.000067708585,0.00084306375,0.0010813442,0.003999862,0.040339086,0.000116195595,0.0011587777,0.053798415],"study_design_scores_gemma":[0.0000074687996,0.00030718348,0.99383825,0.000008561992,0.000018797235,0.00015377165,0.00027889523,0.0017287725,0.0022556218,0.000026019641,0.0013671961,0.000009422539],"about_ca_topic_score_codex":0.023680953,"about_ca_topic_score_gemma":0.07716929,"teacher_disagreement_score":0.023680953,"about_ca_system_score_codex":0.00048951776,"about_ca_system_score_gemma":0.00035306852,"threshold_uncertainty_score":0.04708624},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.62052274,0.0014762282,0.34532654,0.00029236006,0.00010341655,0.0003620381,0.0018843972,0.0020157238,0.028016614],"genre_scores_gemma":[0.9028165,0.00053743686,0.09159189,0.00003638778,0.000009905559,0.0002321754,0.0017438149,0.00031043653,0.0027214389],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.98702127,0.0035641973,0.0014440389,0.00054550474,0.0069409255,0.0004840476],"domain_scores_gemma":[0.987023,0.0031507337,0.000791796,0.0021628567,0.006764454,0.000107232314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0076818736,0.00052552996,0.00040216805,0.0028459977,0.00068867696,0.0011324697,0.0016716048,0.0008820019,0.002098079],"category_scores_gemma":[0.010613714,0.00038871443,0.00080151856,0.0016092698,0.00048498638,0.0009155235,0.0007760456,0.00044047108,0.0007522158],"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":[0.0011796406,0.00035817732,0.059887346,0.0015546567,0.00011894704,0.00065456674,0.0023428006,0.29320326,0.16474153,0.016444515,0.0073943688,0.45212018],"study_design_scores_gemma":[0.00016838947,0.0028937391,0.094422095,0.00095417874,0.0002613839,0.0022392923,0.005873972,0.5079482,0.30904645,0.0072225253,0.06858278,0.000386998],"about_ca_topic_score_codex":0.0028769716,"about_ca_topic_score_gemma":0.0038275188,"teacher_disagreement_score":0.0076818736,"about_ca_system_score_codex":0.0011819156,"about_ca_system_score_gemma":0.0015535414,"threshold_uncertainty_score":0.04062611},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88432866,0.0005936169,0.10302731,0.00031992112,0.00005839605,0.0005955233,0.0008508938,0.0008533781,0.009372266],"genre_scores_gemma":[0.9769082,0.00043956272,0.017666051,0.000032541757,0.000009317219,0.0002935142,0.00032448373,0.000021297816,0.0043050926],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99955624,0.00007862578,0.000037934566,0.00009904031,0.00017014812,0.000058002945],"domain_scores_gemma":[0.9990501,0.00042352045,0.0001321125,0.00006954871,0.00028822,0.000036519526],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007496925,0.0012127144,0.00083401316,0.0008784767,0.0005773459,0.0013102719,0.0014229801,0.0023239618,0.0017102789],"category_scores_gemma":[0.0012422351,0.00051309325,0.000975303,0.0007443754,0.00048209412,0.00096120284,0.00049967604,0.00071814883,0.00051021925],"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":[0.00019023141,0.00066076306,0.007680648,0.0002670484,0.000028827531,0.0006159496,0.00008521553,0.95365554,0.017052917,0.000640947,0.0006120995,0.01850981],"study_design_scores_gemma":[0.0000224034,0.0003837466,0.0017552127,0.000011617821,0.000019156247,0.000060152423,0.00007269238,0.9875404,0.009318576,0.0002367766,0.00056141074,0.000017847686],"about_ca_topic_score_codex":0.01735999,"about_ca_topic_score_gemma":0.01235058,"teacher_disagreement_score":0.01735999,"about_ca_system_score_codex":0.0012681524,"about_ca_system_score_gemma":0.0010629877,"threshold_uncertainty_score":0.034517884},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994765,0.000014869694,0.0003586087,0.0000035405797,0.0000033958913,0.0000062808003,0.00003743071,0.0000073424108,0.00009195032],"genre_scores_gemma":[0.99906725,0.000047967224,0.00047309164,0.000004966658,0.0000035033095,0.000012140256,0.000050768052,0.0000041504627,0.00033616732],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996935,0.000033153476,0.000020091999,0.000053116302,0.00010988083,0.00009017139],"domain_scores_gemma":[0.9996099,0.000105522246,0.00007863885,0.000056328623,0.00009078231,0.000058875034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024156031,0.0006101147,0.0005502462,0.0002844493,0.00034572932,0.00022854043,0.0003706236,0.00044096026,0.0015296128],"category_scores_gemma":[0.0005090776,0.00020341726,0.0002757304,0.00023465566,0.0005318421,0.00041411337,0.0005882339,0.0004727589,0.0001460052],"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":[0.0004997371,0.0001805404,0.0020506957,0.00006971707,0.00001001995,0.00027422086,0.00025670024,0.0008404994,0.9936114,0.000042078405,0.000024513565,0.0021398258],"study_design_scores_gemma":[0.000032622724,0.005902795,0.018585725,0.000010266851,0.00003767669,0.00017190306,0.0006206933,0.0033119668,0.9707978,0.000064901855,0.00044039547,0.000023225044],"about_ca_topic_score_codex":0.00048163478,"about_ca_topic_score_gemma":0.0006129003,"teacher_disagreement_score":0.0015296128,"about_ca_system_score_codex":0.00010998621,"about_ca_system_score_gemma":0.00019176763,"threshold_uncertainty_score":0.0051170588},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99933416,0.000028829825,0.00037706413,0.0000032778055,9.880587e-7,0.0000021453507,0.000052904732,0.000007980704,0.00019258901],"genre_scores_gemma":[0.9995685,0.000014595495,0.00018429129,0.0000018023861,5.558297e-7,0.0000012146619,0.000037160346,0.0000013070402,0.00019051142],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987483,0.000010262401,0.0000100796615,0.00003671079,0.00005020613,0.00001788653],"domain_scores_gemma":[0.9996474,0.00009127586,0.0000916366,0.000039182378,0.00009460841,0.00003592136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034290535,0.00022472063,0.00018463803,0.00080726197,0.00016276217,0.00021763468,0.0003062898,0.00021781134,0.0006878803],"category_scores_gemma":[0.00044529585,0.000114443,0.00012711574,0.000368388,0.00036108558,0.00032203898,0.00018658621,0.00016709034,0.0000902649],"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":[0.00036976082,0.000079954494,0.022282336,0.00011546852,0.000025056172,0.00035597483,0.00031317215,0.008620942,0.95441836,0.00014075045,0.00003466531,0.01324354],"study_design_scores_gemma":[0.000025561681,0.0016409244,0.36153623,0.000027958964,0.00006880546,0.0005527037,0.00067462056,0.051240884,0.58301073,0.0001809863,0.0009802323,0.000060430022],"about_ca_topic_score_codex":0.0028544758,"about_ca_topic_score_gemma":0.0047325674,"teacher_disagreement_score":0.0028544758,"about_ca_system_score_codex":0.00020177187,"about_ca_system_score_gemma":0.00013023235,"threshold_uncertainty_score":0.0056756735},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9903252,0.00015752531,0.007318387,0.000044896336,0.000007597775,0.000019894034,0.000035009147,0.000055031753,0.0020366292],"genre_scores_gemma":[0.99471235,0.000058913392,0.0031753052,0.0000057490984,0.0000025053441,0.000004200081,0.000028919849,0.000005683013,0.0020063599],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997948,0.000055916073,0.000009709587,0.000029679277,0.000056008565,0.000053946136],"domain_scores_gemma":[0.9997733,0.00004625168,0.00004110988,0.000023852506,0.00006936793,0.000046089033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028375562,0.00026686865,0.00025085267,0.0005615456,0.00032310272,0.00052410376,0.00041117414,0.00035040418,0.0021881526],"category_scores_gemma":[0.00062198954,0.00012922898,0.0002663867,0.00046310126,0.00037997708,0.00027375403,0.0004620785,0.00023997453,0.00017226479],"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":[0.002657209,0.0010488434,0.039038725,0.00051640335,0.000079386366,0.0007833054,0.0010102994,0.13930176,0.52281284,0.00460637,0.000944989,0.28719988],"study_design_scores_gemma":[0.00034520257,0.0102458615,0.40114784,0.00013764866,0.00024966264,0.00095509936,0.002678913,0.2444919,0.31634846,0.0063642687,0.016917992,0.00011707452],"about_ca_topic_score_codex":0.006292853,"about_ca_topic_score_gemma":0.027314927,"teacher_disagreement_score":0.006292853,"about_ca_system_score_codex":0.00055317074,"about_ca_system_score_gemma":0.000705538,"threshold_uncertainty_score":0.012512445},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5934978,0.0002007707,0.39486936,0.00006514332,0.000020513,0.00015144859,0.00010179519,0.0003576939,0.010735383],"genre_scores_gemma":[0.9618472,0.00011071741,0.036054824,0.0000072363423,0.0000028907864,0.00006565072,0.00003619821,0.000014339619,0.0018610432],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999068,0.000015517067,0.000004915563,0.000014098058,0.00003147657,0.000027249822],"domain_scores_gemma":[0.9999058,0.00001628793,0.000030951298,0.000007732889,0.000018971283,0.000020154035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013965245,0.0004006659,0.0002965542,0.00043338852,0.0002187118,0.00046446244,0.00054533797,0.000345875,0.0009798248],"category_scores_gemma":[0.00020154382,0.00024311416,0.0002376745,0.0001861109,0.0003095758,0.00020475725,0.0004895936,0.00015311353,0.00022814704],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011116173,0.00008915059,0.0044607255,0.00023623266,0.00003519912,0.0010260589,0.0001323868,0.8259234,0.114113174,0.0054787886,0.00039561713,0.04799811],"study_design_scores_gemma":[0.000036102498,0.0005906304,0.005897248,0.000042976917,0.000047676393,0.00052378327,0.0003552379,0.96244156,0.02443638,0.0017550258,0.0038354115,0.000037922513],"about_ca_topic_score_codex":0.001983488,"about_ca_topic_score_gemma":0.0039798873,"teacher_disagreement_score":0.001983488,"about_ca_system_score_codex":0.00019287596,"about_ca_system_score_gemma":0.0008107402,"threshold_uncertainty_score":0.0039438605},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0049115466,0.000014871618,0.99139273,0.00001211003,0.000011856337,0.0002387608,0.000036159116,0.0003561117,0.003025854],"genre_scores_gemma":[0.26027775,0.00008385136,0.73110527,0.000046004192,0.000015258907,0.0011111308,0.00014029568,0.00013255836,0.0070878374],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995017,0.00009836379,0.00002483537,0.000080829086,0.00025845607,0.000035898356],"domain_scores_gemma":[0.9996644,0.00006519148,0.000057750392,0.000040290597,0.00016059134,0.000011659132],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066244643,0.00073071953,0.0003872437,0.00057253294,0.00039713527,0.0004601789,0.00073715416,0.00056248065,0.007526265],"category_scores_gemma":[0.0010326284,0.00034057462,0.0005030212,0.00029610077,0.00033281744,0.00019386718,0.00041569563,0.00046384637,0.0015968378],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022635492,0.00014724364,0.0010012004,0.00060272386,0.00007195044,0.00034207077,0.0003485006,0.5428733,0.18919916,0.02742764,0.002344168,0.23541567],"study_design_scores_gemma":[0.000113516595,0.0014496461,0.0015813718,0.00006842176,0.000076175966,0.00027728395,0.00010196758,0.88465357,0.06808278,0.0058823545,0.037657093,0.0000558045],"about_ca_topic_score_codex":0.0014808676,"about_ca_topic_score_gemma":0.0022922624,"teacher_disagreement_score":0.007526265,"about_ca_system_score_codex":0.00039307203,"about_ca_system_score_gemma":0.00087296625,"threshold_uncertainty_score":0.025177896},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973149,0.00008113146,0.0014606401,0.000031979864,0.000010146478,0.000006124372,0.00006553005,0.00003092408,0.0009986119],"genre_scores_gemma":[0.99942553,0.000034631565,0.00026259405,0.000003522452,0.0000015693071,0.0000022805493,0.000029498362,0.0000046941555,0.00023563618],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998826,0.00001875687,0.000006006925,0.000018250466,0.00004934035,0.00002504471],"domain_scores_gemma":[0.99892706,0.00060541916,0.00013288239,0.000096083815,0.00018767838,0.000050857743],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028169196,0.0002382569,0.00027510308,0.00037750133,0.00029320226,0.00028889906,0.0003738956,0.0006232576,0.0016112054],"category_scores_gemma":[0.0019353974,0.00011132437,0.00018883507,0.00026260212,0.0007241088,0.0005134898,0.00025222977,0.00035473044,0.00013955886],"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":[0.0017085318,0.00068446447,0.010505752,0.000376145,0.000028573038,0.0007552136,0.0005696331,0.19855276,0.7579718,0.002304025,0.00090385857,0.025639266],"study_design_scores_gemma":[0.000058352598,0.00088539004,0.017405948,0.000043002387,0.00002577717,0.00020256567,0.00024557815,0.7123078,0.2677143,0.00037733972,0.0006889782,0.000045024874],"about_ca_topic_score_codex":0.0012701174,"about_ca_topic_score_gemma":0.0008067425,"teacher_disagreement_score":0.0016112054,"about_ca_system_score_codex":0.00024470923,"about_ca_system_score_gemma":0.00016566145,"threshold_uncertainty_score":0.0053899884},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9900547,0.00007161034,0.006428023,0.000054237214,0.000008447425,0.0000181189,0.00009036489,0.00007138375,0.0032030889],"genre_scores_gemma":[0.9971818,0.0000332754,0.0022929008,0.00000476372,0.0000012467325,0.000009404851,0.000025538522,0.0000049107384,0.0004464114],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999902,0.000015581765,0.000006255003,0.000012358984,0.00003943196,0.000024332861],"domain_scores_gemma":[0.9993344,0.00035479903,0.0001266512,0.00005296401,0.000091992064,0.000039266455],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031288326,0.00026591928,0.00029624617,0.00039668486,0.00030747298,0.00031787468,0.00039242618,0.0006312245,0.0013210431],"category_scores_gemma":[0.0011302459,0.00017473083,0.00020145276,0.00025689448,0.00045665333,0.00029009613,0.0002973438,0.00020591158,0.00012613217],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024655808,0.000114710136,0.0055229315,0.000122427,0.000019908573,0.00039588963,0.00012370318,0.9093197,0.07445926,0.0013648224,0.00017419725,0.008135843],"study_design_scores_gemma":[0.000010286342,0.00015673997,0.0016994333,0.000007629842,0.0000055673954,0.000037665406,0.000041386258,0.98733795,0.010446083,0.000093092356,0.00015635105,0.000007740828],"about_ca_topic_score_codex":0.001658486,"about_ca_topic_score_gemma":0.0013834111,"teacher_disagreement_score":0.001658486,"about_ca_system_score_codex":0.00027682324,"about_ca_system_score_gemma":0.00027476597,"threshold_uncertainty_score":0.004419327},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975744,0.00018891999,0.0016725409,0.00000559316,0.000004591113,0.0000069718817,0.00009082722,0.000029217153,0.00042695025],"genre_scores_gemma":[0.9986325,0.00009430402,0.0008116849,0.0000024282886,9.643481e-7,0.000003359428,0.00006953874,0.000006888506,0.0003783627],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998939,0.000009745619,0.000009003379,0.0000228567,0.000049793627,0.000014571562],"domain_scores_gemma":[0.9998361,0.000038525424,0.000043793214,0.000013425314,0.00005079133,0.000017419172],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014117706,0.00018704562,0.000098372744,0.00020947684,0.00012962514,0.00018681391,0.00014096519,0.00013203757,0.000822053],"category_scores_gemma":[0.0002927771,0.00008123445,0.00015493139,0.00012379316,0.000112746944,0.00015907292,0.00011230272,0.00021257864,0.00010843839],"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":[0.00010352636,0.000018366909,0.0025508648,0.00005039259,0.000010097268,0.00006235076,0.00008027494,0.004281355,0.9871955,0.00009392935,0.000032955486,0.005520279],"study_design_scores_gemma":[0.0000032203566,0.0002430577,0.006005335,0.0000062742192,0.0000142006975,0.00006850588,0.0000589507,0.008542362,0.984268,0.000037750833,0.0007446189,0.000007788721],"about_ca_topic_score_codex":0.0017681817,"about_ca_topic_score_gemma":0.0034440185,"teacher_disagreement_score":0.0017681817,"about_ca_system_score_codex":0.0001662582,"about_ca_system_score_gemma":0.00012004498,"threshold_uncertainty_score":0.00351578},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99836224,0.000090833695,0.0010999052,0.0000043155546,0.0000012043532,0.000007500937,0.00009751318,0.000008895275,0.00032758983],"genre_scores_gemma":[0.99892956,0.00009919632,0.00069333985,0.000002831945,0.0000010344436,0.000005895485,0.00009925764,0.000002684796,0.0001660958],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981505,0.000011696954,0.000008427313,0.000039150287,0.00009248152,0.000033146916],"domain_scores_gemma":[0.999622,0.00008702159,0.0000893197,0.000030988995,0.00013678202,0.00003385302],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028449326,0.000419847,0.0002886747,0.0008501246,0.0002752975,0.00026894707,0.00052951585,0.00029081886,0.0007074613],"category_scores_gemma":[0.00053281325,0.00016241691,0.00014526698,0.0007735463,0.00045437744,0.0003681287,0.00023624774,0.00026478182,0.00009877318],"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":[0.00016038309,0.0000735685,0.023446992,0.00011699228,0.000023685356,0.00012236739,0.00016206315,0.007614362,0.9454586,0.0001316867,0.00003829269,0.022650983],"study_design_scores_gemma":[0.000009623659,0.0005887315,0.4258785,0.000013048481,0.000076760865,0.00023536182,0.00042478592,0.018030662,0.5536366,0.00019023135,0.0008732444,0.00004251774],"about_ca_topic_score_codex":0.025751688,"about_ca_topic_score_gemma":0.08313294,"teacher_disagreement_score":0.025751688,"about_ca_system_score_codex":0.00062760396,"about_ca_system_score_gemma":0.000674561,"threshold_uncertainty_score":0.05120355},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94047433,0.00010778219,0.05697152,0.000045509078,0.000020174279,0.00005211634,0.00033713144,0.0005684505,0.001423103],"genre_scores_gemma":[0.98211366,0.00004981468,0.017010028,0.000011064024,0.0000037617208,0.000026410724,0.00033094623,0.00005664231,0.0003977372],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998384,0.000440348,0.00017669413,0.00036802155,0.0005517536,0.00007913382],"domain_scores_gemma":[0.99157506,0.004336315,0.0007884341,0.0014310892,0.0017851472,0.00008398125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0030956091,0.00072664884,0.0006239099,0.00092531694,0.00030508704,0.0008305344,0.0010583063,0.00073769846,0.0011472901],"category_scores_gemma":[0.014077651,0.00037061193,0.0006345426,0.00054262334,0.0003735258,0.00080847216,0.00074373937,0.00037570784,0.0003281019],"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":[0.0017246838,0.00025828052,0.122099325,0.00017692117,0.0002844886,0.00014226226,0.00040314448,0.730396,0.029113542,0.0007002087,0.00043850255,0.11426272],"study_design_scores_gemma":[0.000033930253,0.00026230686,0.028177278,0.00001757008,0.00003840067,0.00004997285,0.00010127269,0.9573962,0.01338061,0.00019579068,0.00031795027,0.000028595829],"about_ca_topic_score_codex":0.011283477,"about_ca_topic_score_gemma":0.015620514,"teacher_disagreement_score":0.011283477,"about_ca_system_score_codex":0.0006143946,"about_ca_system_score_gemma":0.0005391671,"threshold_uncertainty_score":0.022435606},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43057874,0.0006947616,0.56465065,0.00008534356,0.000039048206,0.00013673924,0.00014574191,0.0008943122,0.0027746686],"genre_scores_gemma":[0.8628863,0.00018293956,0.13587815,0.000010112573,0.0000072579987,0.00008101335,0.000073347524,0.00007490295,0.00080585195],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99757713,0.0011150053,0.00015217587,0.00019287238,0.00088073395,0.00008208756],"domain_scores_gemma":[0.98977166,0.00708129,0.0009524219,0.00070814043,0.0014150569,0.00007145119],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0043679113,0.0010926422,0.00048797598,0.0010371365,0.00027681454,0.0004315945,0.0009926955,0.00061303645,0.0009036448],"category_scores_gemma":[0.010833053,0.00040697368,0.0003898223,0.00039792276,0.000366032,0.00035773648,0.00047139564,0.00048556458,0.00023216894],"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":[0.0006540484,0.0001774709,0.0090698525,0.0002559864,0.00007201057,0.00005178023,0.00022314227,0.7949756,0.020555058,0.0009789837,0.00016775308,0.17281835],"study_design_scores_gemma":[0.000035480643,0.00037946433,0.003587155,0.000031226897,0.000024782828,0.00004596237,0.000052384155,0.97730154,0.01747538,0.00034278247,0.00069554994,0.000028259752],"about_ca_topic_score_codex":0.004142878,"about_ca_topic_score_gemma":0.0048146783,"teacher_disagreement_score":0.0043679113,"about_ca_system_score_codex":0.0007517998,"about_ca_system_score_gemma":0.00065536244,"threshold_uncertainty_score":0.023100019},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22456542,0.00011418458,0.76725596,0.00007385308,0.000018161463,0.00009286169,0.00004296451,0.00060937274,0.0072272182],"genre_scores_gemma":[0.97415006,0.000032007785,0.02494182,0.000008867117,0.0000024720623,0.000054066662,0.000021871423,0.000025781452,0.00076297135],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995179,0.00013339103,0.000026328096,0.00007442165,0.00018669032,0.000061190374],"domain_scores_gemma":[0.9991456,0.00028965352,0.000244745,0.000072525196,0.0002159861,0.00003150704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001082094,0.0006592837,0.0003774387,0.0006242569,0.00023186629,0.0006525926,0.00082877383,0.0005140753,0.0014885489],"category_scores_gemma":[0.002325823,0.00034665441,0.00048640626,0.00012706387,0.0006213525,0.00044241938,0.0007327219,0.0003556013,0.00022448892],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000073262425,0.000025959454,0.00086160505,0.000057103807,0.000012020891,0.00008927815,0.00008847025,0.9634942,0.015385348,0.006332617,0.00014487848,0.01343537],"study_design_scores_gemma":[0.000014646759,0.00017760693,0.00042729184,0.00001712076,0.000015064674,0.000024444686,0.000029848543,0.98641276,0.010709838,0.0016193534,0.00054123264,0.0000107816695],"about_ca_topic_score_codex":0.0013485723,"about_ca_topic_score_gemma":0.0016629883,"teacher_disagreement_score":0.0014885489,"about_ca_system_score_codex":0.00066442514,"about_ca_system_score_gemma":0.00053016,"threshold_uncertainty_score":0.0057227015},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9700207,0.000586891,0.025861997,0.000059428978,0.00007398729,0.00018791664,0.0003734215,0.00029145932,0.002544226],"genre_scores_gemma":[0.97999495,0.00020871652,0.018139761,0.00003107046,0.000009221765,0.0000792816,0.0003949718,0.00003796167,0.0011039734],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995054,0.0000678577,0.00007014727,0.00010235738,0.0001979411,0.000056251076],"domain_scores_gemma":[0.9992393,0.00016301766,0.00025832368,0.00011992173,0.00015338838,0.00006592963],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004943058,0.0002793603,0.00017657231,0.00040508268,0.00030354242,0.00028657223,0.00035761562,0.00020157419,0.0016336301],"category_scores_gemma":[0.0008400617,0.00012524087,0.00013475124,0.00041939414,0.00021556659,0.00023499082,0.0002892582,0.00025490773,0.00026574894],"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":[0.00030109816,0.00016189532,0.002609097,0.0001451662,0.000009303178,0.000117430085,0.00008185379,0.0009960675,0.98172784,0.00026470472,0.00025878104,0.013326728],"study_design_scores_gemma":[0.000022401095,0.0010466076,0.014272589,0.0000164319,0.000024398712,0.00008490314,0.000056261695,0.0018630533,0.9798797,0.000046759716,0.0026754357,0.000011433048],"about_ca_topic_score_codex":0.0008990455,"about_ca_topic_score_gemma":0.0028080973,"teacher_disagreement_score":0.0016336301,"about_ca_system_score_codex":0.00029679915,"about_ca_system_score_gemma":0.00025753235,"threshold_uncertainty_score":0.0054650903},"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":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0991177,0.014719535,0.0025812564,0.008711792,0.005272645,0.0008998642,0.40740865,0.0016925688,0.45959592],"genre_scores_gemma":[0.104280986,0.0073906104,0.0012593433,0.0009825731,0.00019754998,0.000121127814,0.07961048,0.00015018752,0.8060071],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990439,0.000017563743,0.000025859832,0.00004365348,0.00074751634,0.000121447265],"domain_scores_gemma":[0.9977825,0.000083599596,0.000061426814,0.000040800078,0.001823737,0.00020790256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006281865,0.0005756782,0.00027885073,0.0029801258,0.00096794736,0.0014011253,0.0006605076,0.00048772438,0.03409781],"category_scores_gemma":[0.0008425918,0.00015854715,0.00026847798,0.0021716696,0.00012398665,0.00024894232,0.0005017978,0.0005772015,0.0064132456],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044572674,0.00011311073,0.03153398,0.00043363764,0.00003642927,0.00041024323,0.000609464,0.00054006255,0.00429521,0.0009123704,0.8068403,0.15382946],"study_design_scores_gemma":[0.000013734301,0.00011992925,0.2620925,0.00015813309,0.000049905917,0.00006809099,0.0019788782,0.0003114596,0.0063399933,0.00020229485,0.72862005,0.000044951514],"about_ca_topic_score_codex":0.84686315,"about_ca_topic_score_gemma":0.91410476,"teacher_disagreement_score":0.15313685,"about_ca_system_score_codex":0.004937013,"about_ca_system_score_gemma":0.013238379,"threshold_uncertainty_score":0.3080774},"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":"review","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0026347528,0.6718377,0.002306915,0.037684124,0.19200213,0.00008951467,0.0027032548,0.00016516779,0.090576485],"genre_scores_gemma":[0.023497486,0.5826934,0.0033529187,0.0068482626,0.06429355,0.000069075286,0.0040770886,0.00030419804,0.31486404],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9966312,0.00026895464,0.00033475106,0.000362632,0.0019122007,0.0004901624],"domain_scores_gemma":[0.994484,0.00073976285,0.0006609977,0.00023767634,0.0025123134,0.0013651456],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0040685358,0.0019197224,0.001793681,0.0068819523,0.0013000508,0.011145874,0.0013939695,0.0042638634,0.03390952],"category_scores_gemma":[0.008430921,0.0006336219,0.0009934513,0.009324264,0.0012791887,0.008284778,0.004333598,0.0023375177,0.014566013],"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":[0.00033469175,0.00008926751,0.00061729073,0.0029177081,0.00005263113,0.00022102753,0.00013395428,0.0007856474,0.0010928449,0.017057637,0.5921916,0.38450575],"study_design_scores_gemma":[0.000012364246,0.0000442082,0.00065353705,0.0011074131,0.000020378935,0.00009620266,0.00010835467,0.00008744704,0.0006473816,0.0030851923,0.9941251,0.000012322481],"about_ca_topic_score_codex":0.003867368,"about_ca_topic_score_gemma":0.007605513,"teacher_disagreement_score":0.03390952,"about_ca_system_score_codex":0.005440758,"about_ca_system_score_gemma":0.010156634,"threshold_uncertainty_score":0.113438666},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981943,0.000008820821,0.00085743016,0.000006320349,0.0000022187462,0.0000037244743,0.00006365466,0.000038609418,0.00082487345],"genre_scores_gemma":[0.9995615,0.00000455098,0.00016556808,0.0000019614313,4.4638347e-7,0.000001494796,0.0000630463,0.0000054733505,0.00019584145],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999741,0.0000390931,0.0000099842355,0.000051236348,0.000096963835,0.00006165777],"domain_scores_gemma":[0.99916303,0.00034132038,0.00009097455,0.00007226107,0.00023565114,0.00009678659],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034765192,0.0004119017,0.00027983508,0.00046389984,0.00021304065,0.00056734163,0.00031908188,0.00056739384,0.0015380956],"category_scores_gemma":[0.002039406,0.00017330685,0.00017996243,0.00026180214,0.00025380068,0.0004534547,0.00041707692,0.0002570763,0.00033517976],"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":[0.0029062077,0.00088389654,0.13155194,0.00013271839,0.00016726565,0.00047160866,0.0002618519,0.5583997,0.22933984,0.00049531984,0.00073714723,0.07465257],"study_design_scores_gemma":[0.00007741909,0.0057247747,0.36465105,0.000040426927,0.00015645052,0.00020370366,0.000634052,0.5263427,0.10092756,0.00033251665,0.0008259414,0.000083403516],"about_ca_topic_score_codex":0.009159729,"about_ca_topic_score_gemma":0.017244386,"teacher_disagreement_score":0.009159729,"about_ca_system_score_codex":0.0003763574,"about_ca_system_score_gemma":0.00047729164,"threshold_uncertainty_score":0.018212855},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9723884,0.00008651669,0.022129776,0.000039453465,0.0000067252176,0.000019795736,0.000073290874,0.00006085131,0.005195144],"genre_scores_gemma":[0.99791163,0.00004920981,0.0011777399,0.0000059677723,0.0000022064573,0.000008653603,0.000037998012,0.000008112704,0.0007982861],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999157,0.000013801498,0.0000038066821,0.000009944108,0.00002954003,0.000027098176],"domain_scores_gemma":[0.9998405,0.000069039954,0.000032335978,0.000008526592,0.00003159719,0.00001800527],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000120286524,0.00033051867,0.00033416643,0.00048717728,0.00032817977,0.00047320838,0.0004235507,0.00066152465,0.00077783834],"category_scores_gemma":[0.00034792247,0.00022235147,0.00031738228,0.00031641067,0.00036138052,0.00030028063,0.0003801925,0.00023756053,0.00019045091],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006230856,0.000081414924,0.005416534,0.000058707563,0.00001903013,0.00049261015,0.00007648582,0.9670514,0.019671474,0.0008834183,0.00021714704,0.0059695286],"study_design_scores_gemma":[0.0000027414048,0.000034197743,0.0029397872,0.0000038206904,0.0000040053246,0.000028086606,0.00007539892,0.99551183,0.0011472194,0.00013368277,0.000113918046,0.0000053638996],"about_ca_topic_score_codex":0.0043659373,"about_ca_topic_score_gemma":0.0037348878,"teacher_disagreement_score":0.0043659373,"about_ca_system_score_codex":0.00025216676,"about_ca_system_score_gemma":0.00037308538,"threshold_uncertainty_score":0.008681059},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5812992,0.0055345544,0.32822916,0.0016796154,0.00031970965,0.00012295344,0.00045626494,0.00048761893,0.081870995],"genre_scores_gemma":[0.979106,0.0014297551,0.01480119,0.00006766111,0.0000755131,0.000058351496,0.00009889773,0.000065902896,0.0042968024],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99976367,0.000041896317,0.000013258216,0.000052840423,0.00006822854,0.000060209702],"domain_scores_gemma":[0.99928087,0.0003383595,0.00013448793,0.00004781806,0.00015047661,0.000048079895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050429365,0.00044755425,0.00043846,0.0016433445,0.000609264,0.0011378998,0.00080490694,0.00123912,0.002108604],"category_scores_gemma":[0.00262442,0.00029961378,0.00082573853,0.0007703878,0.00183428,0.0011782566,0.0007089069,0.00087693083,0.00025718808],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007559532,0.00007930894,0.00543865,0.00033593643,0.000025812555,0.00079920684,0.00042116147,0.8613045,0.010898535,0.10288821,0.0013956592,0.016337447],"study_design_scores_gemma":[0.000004172698,0.000015355412,0.0008425739,0.00002434706,0.000006111806,0.000068971,0.00007889065,0.98996747,0.00076600985,0.007485575,0.00072459574,0.000016042653],"about_ca_topic_score_codex":0.0055987556,"about_ca_topic_score_gemma":0.0022440902,"teacher_disagreement_score":0.0055987556,"about_ca_system_score_codex":0.00070125854,"about_ca_system_score_gemma":0.00057174737,"threshold_uncertainty_score":0.0111323595},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33423206,0.0057450035,0.50145537,0.0009834131,0.0013049282,0.0007215807,0.0007019124,0.004121163,0.15073457],"genre_scores_gemma":[0.795091,0.0027220102,0.14620116,0.00014901045,0.00009532913,0.0003200423,0.0005118482,0.00018225916,0.05472735],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995473,0.00002552529,0.00001944571,0.0000702,0.0002617192,0.00007586942],"domain_scores_gemma":[0.99973255,0.000022626651,0.000041169726,0.00004238619,0.00010941747,0.000051957264],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025165256,0.00052579906,0.00036611367,0.0010137782,0.0007005442,0.0011238947,0.00093100325,0.00080729736,0.0059470567],"category_scores_gemma":[0.0005898738,0.00027588895,0.0003940285,0.0007035952,0.00044356356,0.0011321467,0.0012625373,0.0007620121,0.0022186106],"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":[0.00034586946,0.000286809,0.0035396013,0.0013947454,0.000041184012,0.0012912175,0.0009715764,0.018607259,0.4725461,0.09115128,0.0104523655,0.39937207],"study_design_scores_gemma":[0.00020848136,0.002640158,0.010026704,0.00066217966,0.00018871525,0.0033554418,0.0012685043,0.05293515,0.34037593,0.012953732,0.5751815,0.0002036175],"about_ca_topic_score_codex":0.0011406711,"about_ca_topic_score_gemma":0.0014323408,"teacher_disagreement_score":0.0059470567,"about_ca_system_score_codex":0.00053832156,"about_ca_system_score_gemma":0.0009875515,"threshold_uncertainty_score":0.019894898},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989889,0.000020027122,0.0007216354,0.0000027179035,0.0000020742643,0.0000028259972,0.00006157515,0.000016706244,0.00018354283],"genre_scores_gemma":[0.9996562,0.000011925578,0.000120582095,7.1337547e-7,3.6599542e-7,0.0000018485138,0.00004862799,0.0000018833337,0.00015792898],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998343,0.000012218481,0.000009258844,0.000030501651,0.000058993817,0.00005459914],"domain_scores_gemma":[0.9995326,0.00013135023,0.000108725675,0.00004947402,0.0000968599,0.000081030405],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030272396,0.00034442559,0.00039857253,0.0009688276,0.00024082558,0.00023179094,0.00042676242,0.0002886004,0.0012141874],"category_scores_gemma":[0.00067606376,0.00011403939,0.00022817076,0.00041026497,0.00046633257,0.00021476913,0.00030567546,0.00014087853,0.00023825644],"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":[0.0021307212,0.00024064594,0.056193914,0.0002576091,0.000084290776,0.0010933267,0.00064116274,0.22127715,0.670041,0.0005946004,0.0005036277,0.04694203],"study_design_scores_gemma":[0.00004140711,0.0038033614,0.20685224,0.00003018534,0.0001228387,0.00038697897,0.00097426237,0.44097245,0.3454672,0.00040797805,0.0008565752,0.00008458038],"about_ca_topic_score_codex":0.0036198432,"about_ca_topic_score_gemma":0.0054461616,"teacher_disagreement_score":0.0036198432,"about_ca_system_score_codex":0.000229382,"about_ca_system_score_gemma":0.00032354041,"threshold_uncertainty_score":0.007197559},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998139,0.00007944829,0.0011144532,0.000009661131,0.000004173187,0.000007733661,0.000077466044,0.00001847361,0.0005495515],"genre_scores_gemma":[0.99757403,0.00010955671,0.0015811421,0.0000054319526,0.0000022196377,0.0000071126087,0.00007703861,0.0000042551073,0.00063902955],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998074,0.000026347276,0.000015113787,0.000035366298,0.00008679039,0.000029021143],"domain_scores_gemma":[0.9995377,0.00014034437,0.00008828546,0.00006319184,0.00014178627,0.000028699127],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027115617,0.00035606383,0.00017830632,0.0003013659,0.0002579993,0.00010967317,0.00024038329,0.0002961273,0.001150375],"category_scores_gemma":[0.00046677285,0.000134931,0.00012625227,0.0002865359,0.0004475628,0.00020416439,0.00015779711,0.00022649937,0.00014740154],"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":[0.00011168153,0.000032307664,0.001923161,0.0000763085,0.00000519017,0.000095908836,0.00011767594,0.00072659075,0.9942707,0.000070109476,0.000029097908,0.0025412564],"study_design_scores_gemma":[0.0000052647083,0.00059129886,0.016504563,0.000006588936,0.000015052897,0.000115734045,0.00017919308,0.0019384614,0.97993463,0.00002467664,0.0006737371,0.000010706421],"about_ca_topic_score_codex":0.0012245546,"about_ca_topic_score_gemma":0.0037525713,"teacher_disagreement_score":0.0012245546,"about_ca_system_score_codex":0.00019315384,"about_ca_system_score_gemma":0.00013915518,"threshold_uncertainty_score":0.003848374},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9730549,0.00010502924,0.020814296,0.00007923177,0.000013693372,0.000034919263,0.00010659798,0.00008045364,0.005710864],"genre_scores_gemma":[0.99610317,0.000054511554,0.002200225,0.0000051790194,0.0000023333564,0.000014951215,0.000027925464,0.000006036846,0.0015857521],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990165,0.000021932894,0.000006579058,0.00001748391,0.000024841116,0.000027606147],"domain_scores_gemma":[0.99987626,0.000035554775,0.000034181998,0.000010762861,0.00002557029,0.00001762476],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001763329,0.00045434493,0.00036786194,0.00039707683,0.00039638643,0.0005888203,0.00064822217,0.00062386383,0.001026546],"category_scores_gemma":[0.00037463327,0.0002790228,0.00037661096,0.00026535423,0.0006314002,0.00032395616,0.0003541199,0.0002261252,0.00011715035],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041507057,0.000033942688,0.0018766157,0.000021528936,0.0000071872396,0.00013119516,0.000039828687,0.98587126,0.009028013,0.0010935987,0.00006285767,0.0017924936],"study_design_scores_gemma":[0.000004141122,0.00002019852,0.00058143446,0.0000014770374,0.0000031179577,0.000007652307,0.000015097811,0.99856013,0.00067313993,0.00005750419,0.00007287236,0.0000033008164],"about_ca_topic_score_codex":0.034295425,"about_ca_topic_score_gemma":0.023439158,"teacher_disagreement_score":0.034295425,"about_ca_system_score_codex":0.0006798626,"about_ca_system_score_gemma":0.0008161888,"threshold_uncertainty_score":0.06819165},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949751,0.00022311739,0.0016326319,0.000015151622,0.000014940266,0.000022737753,0.00018012097,0.000025343383,0.0029109833],"genre_scores_gemma":[0.9934564,0.000234453,0.001141064,0.000014489751,0.0000055931737,0.000017535074,0.00019332238,0.000013393369,0.00492377],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998461,0.000018576038,0.0000055378237,0.000033837558,0.000047254696,0.000048802587],"domain_scores_gemma":[0.9996276,0.00015797415,0.000036146557,0.000056837514,0.00006842405,0.000053106876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015219329,0.000319811,0.000240801,0.00032136607,0.000723021,0.00029048414,0.0004321791,0.00043849638,0.003948858],"category_scores_gemma":[0.00035932736,0.00021823977,0.00017867581,0.00046829507,0.00066920824,0.00031344726,0.00044381013,0.00045149782,0.0003712787],"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":[0.0006275676,0.00054392207,0.002741576,0.00013852194,0.000015033838,0.00027023788,0.00036148826,0.0027656278,0.9846895,0.00085689244,0.00025011806,0.006739576],"study_design_scores_gemma":[0.00007258214,0.0034695014,0.02479276,0.00003306778,0.000049809107,0.0002884706,0.0011523253,0.007410304,0.95840615,0.00071533193,0.003582521,0.000027204911],"about_ca_topic_score_codex":0.0039104414,"about_ca_topic_score_gemma":0.0060843094,"teacher_disagreement_score":0.003948858,"about_ca_system_score_codex":0.00020497895,"about_ca_system_score_gemma":0.00036925118,"threshold_uncertainty_score":0.013210297},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45601356,0.0009921788,0.53236187,0.0006727469,0.00018826079,0.0019964443,0.00041885892,0.0016745614,0.0056815236],"genre_scores_gemma":[0.57670677,0.00056093937,0.42017072,0.00013825386,0.000034694905,0.00090905465,0.00029662627,0.00006945525,0.0011135548],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987459,0.00020083247,0.0001220081,0.00019088511,0.00063575624,0.00010453228],"domain_scores_gemma":[0.9972383,0.00067918166,0.00038446294,0.0004029131,0.0011200391,0.00017509185],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023215108,0.00077321246,0.0005910385,0.0016645812,0.0005830487,0.0012724566,0.0014523525,0.0011166821,0.002254759],"category_scores_gemma":[0.0024223179,0.00058158557,0.0005090228,0.0006216517,0.00091177115,0.001260538,0.0015528766,0.001020866,0.0006730157],"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":[0.0000623878,0.0002458747,0.0017410883,0.0001642698,0.0000099800845,0.00018063717,0.00017891158,0.0054729404,0.9667928,0.0010031519,0.0002098912,0.023937969],"study_design_scores_gemma":[0.000038218554,0.0013738305,0.0062731947,0.00005202732,0.00003100321,0.0003442517,0.0004333816,0.055722807,0.9289684,0.00080264464,0.005849726,0.00011045625],"about_ca_topic_score_codex":0.0016016306,"about_ca_topic_score_gemma":0.0055853412,"teacher_disagreement_score":0.0023215108,"about_ca_system_score_codex":0.0007657676,"about_ca_system_score_gemma":0.0009710486,"threshold_uncertainty_score":0.012277484},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94452775,0.00011241772,0.049810007,0.00006921259,0.000013667842,0.000022616015,0.00018358491,0.00019784963,0.005062864],"genre_scores_gemma":[0.9956736,0.000028619632,0.0036884232,0.0000023484652,0.0000020040072,0.000006610579,0.00007627761,0.0000065152144,0.0005155645],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987924,0.000022227618,0.000008837489,0.000022662949,0.000045754754,0.00002121838],"domain_scores_gemma":[0.99960274,0.000118739474,0.00006059832,0.000048279297,0.00014757791,0.000022139653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029550967,0.0004256401,0.00033446538,0.0008942185,0.00023597578,0.0004469531,0.0006671192,0.00050667627,0.0008787995],"category_scores_gemma":[0.0012711023,0.00030566583,0.00023288502,0.0006537077,0.00035816664,0.00037330258,0.0004081293,0.0002758658,0.00024127857],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010913562,0.00006388893,0.005448461,0.00001891592,0.00001048419,0.00004193392,0.0000371203,0.9709734,0.010110072,0.00097317685,0.00016536747,0.012048021],"study_design_scores_gemma":[0.0000025722795,0.00001676715,0.0014869287,9.502226e-7,0.0000023672603,0.0000076152596,0.000008539698,0.99740183,0.0008736027,0.00015004848,0.000045787827,0.0000029903035],"about_ca_topic_score_codex":0.007087648,"about_ca_topic_score_gemma":0.007153297,"teacher_disagreement_score":0.007087648,"about_ca_system_score_codex":0.00045146424,"about_ca_system_score_gemma":0.00043480124,"threshold_uncertainty_score":0.014092803},"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":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6116661,0.034380402,0.17929673,0.0041721226,0.0016039058,0.0004762624,0.0004530267,0.0012204896,0.16673104],"genre_scores_gemma":[0.9337894,0.009120241,0.02955304,0.0003133539,0.00016797197,0.00008043266,0.000112989146,0.000121819496,0.026740793],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993243,0.00019401374,0.00003542869,0.00008200539,0.0003040516,0.00006031154],"domain_scores_gemma":[0.99965227,0.00012043924,0.000057703888,0.000035388744,0.000103428516,0.00003082558],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00090287154,0.0005686133,0.0002510788,0.00085322047,0.00045923257,0.0012344744,0.00036249985,0.0008623912,0.004898842],"category_scores_gemma":[0.0008191242,0.00018421124,0.00025175023,0.00076950924,0.00086320844,0.0007264924,0.001410824,0.0004231883,0.0006692752],"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":[0.00040987032,0.0001562632,0.0055268733,0.0025252814,0.000036913032,0.0019129056,0.0038691612,0.022035595,0.46410197,0.038599927,0.011127263,0.44969797],"study_design_scores_gemma":[0.000029583733,0.0014913938,0.013217182,0.00072722137,0.00005830098,0.0017461136,0.003089658,0.006673798,0.3831497,0.013991008,0.57572603,0.00009998507],"about_ca_topic_score_codex":0.0005712735,"about_ca_topic_score_gemma":0.0013914992,"teacher_disagreement_score":0.004898842,"about_ca_system_score_codex":0.00075058575,"about_ca_system_score_gemma":0.0003953275,"threshold_uncertainty_score":0.016388297},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.960782,0.0001434626,0.037387382,0.00003136371,0.000022152904,0.000038150618,0.00007627174,0.00040167457,0.0011174814],"genre_scores_gemma":[0.98741156,0.00006766578,0.011788619,0.0000104518585,0.000003178754,0.000012881459,0.000025997548,0.00001123976,0.0006683189],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998404,0.000019570047,0.000012136843,0.000029535046,0.000069955095,0.000028371845],"domain_scores_gemma":[0.9997389,0.000048133505,0.0000869367,0.00003957376,0.000047747497,0.00003873113],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023624976,0.00039567944,0.0002647465,0.00043339247,0.00017422308,0.000425967,0.000431491,0.0003112428,0.00064019125],"category_scores_gemma":[0.0002992689,0.00019302756,0.00026485353,0.00020765707,0.0003212466,0.00037491642,0.00048147023,0.00021890644,0.00017360655],"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":[0.000255692,0.00019577773,0.006224709,0.00030013226,0.000026778496,0.00076161954,0.00024911232,0.047422033,0.90651,0.0006974372,0.00025804562,0.037098624],"study_design_scores_gemma":[0.000068815156,0.0038977445,0.025016762,0.000099131335,0.00012631298,0.0009832544,0.00045666826,0.30932048,0.65077937,0.0006241939,0.008539799,0.00008744874],"about_ca_topic_score_codex":0.0006975766,"about_ca_topic_score_gemma":0.0012215298,"teacher_disagreement_score":0.0006975766,"about_ca_system_score_codex":0.00020183323,"about_ca_system_score_gemma":0.0002875164,"threshold_uncertainty_score":0.0021416545},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99723047,0.000044418965,0.00075345027,0.00003076087,0.0000020098971,0.000055120625,0.00019858542,0.000021957483,0.0016632421],"genre_scores_gemma":[0.992623,0.000113106216,0.003650144,0.000022927374,0.0000012053663,0.000038799593,0.0002759374,0.000009329467,0.0032656835],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997459,0.00004595697,0.00001207222,0.000052426778,0.00007543512,0.00006819013],"domain_scores_gemma":[0.9993332,0.00006393627,0.000060507955,0.000025388665,0.00042151523,0.00009547977],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004919509,0.00046734454,0.00026637907,0.0011454277,0.0013982301,0.0007426933,0.0006425578,0.00026506875,0.0009917076],"category_scores_gemma":[0.000763703,0.0003809749,0.0002480271,0.0010444287,0.00037398434,0.00023607592,0.00053754944,0.0002476833,0.00020371891],"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":[0.00046207322,0.00043797222,0.8829583,0.00012751877,0.00012111036,0.0007704152,0.0027649563,0.012917564,0.03889753,0.00058427156,0.00074960804,0.05920865],"study_design_scores_gemma":[0.00003171412,0.0004124018,0.9681884,0.000036225712,0.00009707641,0.00011982729,0.0046362304,0.01831439,0.005918365,0.00012189041,0.0020987128,0.000024730283],"about_ca_topic_score_codex":0.8668604,"about_ca_topic_score_gemma":0.9798655,"teacher_disagreement_score":0.13313961,"about_ca_system_score_codex":0.0075499667,"about_ca_system_score_gemma":0.008879371,"threshold_uncertainty_score":0.26784736},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948972,0.00075157447,0.0012306898,0.000031685362,0.000013042097,0.000017113569,0.00025281837,0.000039769413,0.0027660984],"genre_scores_gemma":[0.9951172,0.00024239818,0.0009597173,0.000013980013,0.0000029839491,0.00001615004,0.00014489944,0.000015617845,0.003487042],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995981,0.0000245609,0.000013006943,0.00009465474,0.00020432695,0.00006540217],"domain_scores_gemma":[0.9993782,0.000119755976,0.000098429235,0.000044649787,0.00031295753,0.000046022422],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005656109,0.00027200597,0.000360913,0.000634536,0.0007571187,0.0009893671,0.00039598643,0.0004927501,0.002655531],"category_scores_gemma":[0.0006356918,0.00024464485,0.0003054153,0.0005911776,0.00072862895,0.0004481936,0.00025809303,0.00049514265,0.00037294987],"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":[0.0007617921,0.000066857305,0.022770913,0.0004077525,0.00007034036,0.0004382312,0.001136358,0.005128032,0.94787365,0.00071613723,0.0003525438,0.020277303],"study_design_scores_gemma":[0.000027007156,0.00084218394,0.25986728,0.00007405294,0.00013215322,0.0003759437,0.0022219997,0.017879374,0.7042153,0.0003070494,0.0139676705,0.00008996241],"about_ca_topic_score_codex":0.051661152,"about_ca_topic_score_gemma":0.10322393,"teacher_disagreement_score":0.051661152,"about_ca_system_score_codex":0.0020011037,"about_ca_system_score_gemma":0.0007384314,"threshold_uncertainty_score":0.102720916},"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":"commentary","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":"commentary","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05169449,0.009611955,0.2144482,0.4810432,0.028361456,0.00022670087,0.00028102606,0.0004111036,0.21392192],"genre_scores_gemma":[0.679895,0.010201507,0.05861206,0.10288703,0.010302013,0.00035724987,0.00018727957,0.00022202996,0.13733587],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99933535,0.00016456401,0.00005880113,0.00012792055,0.00025063884,0.000062645195],"domain_scores_gemma":[0.99888104,0.0005192663,0.00010056366,0.00011063585,0.00032596765,0.00006253639],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021283187,0.000377243,0.00017747756,0.00046585628,0.0014916983,0.0014483222,0.002029788,0.0037652133,0.0045840903],"category_scores_gemma":[0.005609861,0.00024090434,0.00070753513,0.0005228601,0.0037572626,0.0029316884,0.0017602738,0.0027275886,0.0006061693],"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":[0.00008479377,0.00004630179,0.00236303,0.00031417664,0.00003134938,0.0022932712,0.001701121,0.013870026,0.004362527,0.8402182,0.0907174,0.043997783],"study_design_scores_gemma":[0.00004815035,0.00015392086,0.0032146564,0.00026443813,0.000036028494,0.0017294,0.0014007727,0.022842329,0.009449118,0.23406291,0.7267194,0.00007900441],"about_ca_topic_score_codex":0.0027110917,"about_ca_topic_score_gemma":0.0033431263,"teacher_disagreement_score":0.0045840903,"about_ca_system_score_codex":0.0007769809,"about_ca_system_score_gemma":0.0011966645,"threshold_uncertainty_score":0.015335381},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962287,0.000041090272,0.0029644999,0.000018918956,0.000015763075,0.00006692273,0.0001637014,0.00013891119,0.0003615541],"genre_scores_gemma":[0.9957152,0.00006146063,0.0028529917,0.00001871314,0.0000058965443,0.000069989655,0.00015458895,0.000017795039,0.0011032535],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971,0.000027706665,0.0000140373595,0.0000803245,0.000111673944,0.0000561812],"domain_scores_gemma":[0.99974483,0.00005141275,0.000026593087,0.0000596176,0.00007062777,0.000046931636],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003581656,0.00039819506,0.00063081976,0.00013349853,0.00030790592,0.00036559493,0.00063580327,0.00070552895,0.002153945],"category_scores_gemma":[0.00049391796,0.00020097924,0.00037709612,0.00011990197,0.0003650424,0.00051065447,0.0006159932,0.00041243192,0.0004488865],"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":[0.00086748914,0.00089793175,0.0017174737,0.00022732474,0.000027374756,0.00025423398,0.00021946836,0.0135334525,0.97201085,0.00016005767,0.0003968616,0.009687541],"study_design_scores_gemma":[0.00044735422,0.018008117,0.021632072,0.000020992129,0.00010724293,0.00019548119,0.0004047603,0.120745316,0.83459187,0.00016451719,0.0035965843,0.00008582708],"about_ca_topic_score_codex":0.0013150965,"about_ca_topic_score_gemma":0.001142141,"teacher_disagreement_score":0.002153945,"about_ca_system_score_codex":0.00024855408,"about_ca_system_score_gemma":0.00026831726,"threshold_uncertainty_score":0.0072056055},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99956816,0.00000465781,0.0001648872,0.0000013604407,7.966127e-7,0.000004641713,0.000059991668,0.000010205758,0.00018524591],"genre_scores_gemma":[0.99915373,0.00000933756,0.00040705557,0.0000026887453,5.9541276e-7,0.0000063909333,0.00009017394,0.000004566819,0.00032542605],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99975115,0.000018439432,0.000014723001,0.00006073727,0.00007426231,0.0000806102],"domain_scores_gemma":[0.99955446,0.000072962044,0.00006958343,0.000044542227,0.00010331381,0.00015515438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024388585,0.00045769903,0.00039544058,0.0003668717,0.00060216384,0.00030487013,0.00046320082,0.00060678495,0.0017402595],"category_scores_gemma":[0.0004608086,0.00025561766,0.0002977611,0.00033046323,0.00041037664,0.00019830234,0.0005448784,0.000422466,0.0003882339],"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":[0.001365898,0.00037768538,0.060248733,0.000107278465,0.00004354657,0.0006436929,0.0009354519,0.004948066,0.921381,0.00004167871,0.00011486,0.009792164],"study_design_scores_gemma":[0.000040413168,0.0031751578,0.733658,0.00001420665,0.000083984516,0.00036035088,0.0010635096,0.010982003,0.24997777,0.00004215205,0.0005593089,0.00004324146],"about_ca_topic_score_codex":0.0045121633,"about_ca_topic_score_gemma":0.013971238,"teacher_disagreement_score":0.0045121633,"about_ca_system_score_codex":0.00025417045,"about_ca_system_score_gemma":0.00026553316,"threshold_uncertainty_score":0.00897181},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9397201,0.000366028,0.057311397,0.00008945176,0.00001953261,0.000067515284,0.00028030438,0.0002953343,0.0018503829],"genre_scores_gemma":[0.9968779,0.00019674486,0.002326976,0.000004806857,0.000004323097,0.000024142691,0.00010387887,0.000008710296,0.00045265714],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998331,0.000024572253,0.0000108290305,0.000040517938,0.00005884417,0.000032005923],"domain_scores_gemma":[0.99958557,0.0002203342,0.00007173603,0.0000193641,0.00007051955,0.000032477823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037937894,0.0007995744,0.0007723984,0.0006666772,0.00028616164,0.001046016,0.00092171726,0.0011683722,0.0006903089],"category_scores_gemma":[0.0006603965,0.00037417354,0.0008266502,0.00063309376,0.0004221039,0.0009057646,0.00045732813,0.00047736373,0.00020089802],"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":[0.00006849533,0.00009134412,0.01005688,0.0001376543,0.000023165847,0.00038923608,0.000055543416,0.9617173,0.016605211,0.00049484347,0.00015842341,0.010201872],"study_design_scores_gemma":[0.0000040596988,0.000051094885,0.0016691587,0.0000036876413,0.0000084178855,0.000025460864,0.000026301417,0.9953686,0.0026294987,0.00013621444,0.000069646085,0.000007920401],"about_ca_topic_score_codex":0.0065784007,"about_ca_topic_score_gemma":0.004941785,"teacher_disagreement_score":0.0065784007,"about_ca_system_score_codex":0.0005287175,"about_ca_system_score_gemma":0.0007620146,"threshold_uncertainty_score":0.01308018},"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":"editorial","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0008473899,0.0017770281,0.0056857113,0.0295436,0.95047337,0.000047580186,0.0010461872,0.0003637769,0.010215233],"genre_scores_gemma":[0.03620414,0.011550541,0.021440262,0.039646722,0.19692393,0.00038541036,0.007369711,0.0024762412,0.6840031],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9978404,0.00024227604,0.00042296102,0.00026483706,0.0011147027,0.000114717484],"domain_scores_gemma":[0.9932039,0.0016322384,0.00035426184,0.0004238831,0.0041602077,0.00022556531],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014472834,0.0024626683,0.0019434043,0.0025710515,0.003490977,0.0023696315,0.002809015,0.0043944344,0.03894329],"category_scores_gemma":[0.017310264,0.001032379,0.0014546162,0.001868873,0.0018127951,0.0028956875,0.0016778032,0.0047181747,0.019604236],"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":[0.000087414766,0.000020118285,0.000083432365,0.00015844159,0.000012230189,0.0005073064,0.000032721946,0.00046843803,0.00031235605,0.003717137,0.9849731,0.00962726],"study_design_scores_gemma":[0.00006766273,0.00007631963,0.0008128484,0.00028311866,0.00006058276,0.0010111528,0.0001459913,0.0037848272,0.0024207036,0.0058441255,0.985402,0.00009059801],"about_ca_topic_score_codex":0.006737985,"about_ca_topic_score_gemma":0.007648715,"teacher_disagreement_score":0.03894329,"about_ca_system_score_codex":0.0023535173,"about_ca_system_score_gemma":0.0026136541,"threshold_uncertainty_score":0.13027829},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999032,0.000036183534,0.00036784957,0.000007843611,0.0000045310476,0.0000102487065,0.000050727256,0.000025683697,0.00046491539],"genre_scores_gemma":[0.99934894,0.000028474999,0.0001815888,0.00000597976,8.833303e-7,0.000005656563,0.00003895335,0.000004057247,0.000385508],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996642,0.000032494107,0.00002093536,0.000050136565,0.00014287756,0.00008932424],"domain_scores_gemma":[0.9995602,0.00009781247,0.000089598354,0.000059540456,0.00012641912,0.00006643675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002888696,0.0003527211,0.00025924598,0.0006014391,0.0002785064,0.0002726738,0.0005459995,0.0005281762,0.002148248],"category_scores_gemma":[0.0006864681,0.0001966741,0.00015194013,0.0003752604,0.00078179693,0.0003055994,0.00040261587,0.000254386,0.00031447422],"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":[0.0006746118,0.00019242034,0.009662709,0.00012866482,0.000017636405,0.00078989414,0.00037000485,0.01469718,0.9625787,0.00017946807,0.00017035713,0.010538237],"study_design_scores_gemma":[0.00003393335,0.0030601078,0.07838515,0.000031483643,0.000037955448,0.00036375568,0.0011656116,0.049347743,0.8653839,0.0002786995,0.0018492982,0.00006228585],"about_ca_topic_score_codex":0.003740868,"about_ca_topic_score_gemma":0.008590443,"teacher_disagreement_score":0.003740868,"about_ca_system_score_codex":0.00037764545,"about_ca_system_score_gemma":0.000351485,"threshold_uncertainty_score":0.007438183},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48657462,0.000115918934,0.50953656,0.000058414353,0.000022556032,0.00004622322,0.000093270406,0.00030445246,0.0032479202],"genre_scores_gemma":[0.982942,0.000093178685,0.016301269,0.0000039602014,0.0000046028467,0.000027265285,0.000036327496,0.000010353355,0.00058107194],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999076,0.00001556029,0.0000061192723,0.000018505638,0.00003958837,0.000012710627],"domain_scores_gemma":[0.9998598,0.000059347556,0.000033626126,0.000015672013,0.00002421059,0.0000073337615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001315447,0.00043863308,0.00030598682,0.00026255104,0.00021290623,0.00044853872,0.0006588378,0.0004992223,0.0007103944],"category_scores_gemma":[0.00065214833,0.00024978849,0.00032372092,0.00026832955,0.00032851598,0.00047615083,0.00042844343,0.00031285672,0.000120194],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056662,0.00004291855,0.0035083226,0.000103556435,0.0000070580872,0.00029806525,0.00009612304,0.92558414,0.04164967,0.002799478,0.00016468561,0.025689356],"study_design_scores_gemma":[0.000004136377,0.000036990456,0.0008452963,0.00000517568,0.0000035613511,0.00004046961,0.000027179574,0.99274385,0.005680688,0.0003925303,0.00021404198,0.0000061459205],"about_ca_topic_score_codex":0.001130878,"about_ca_topic_score_gemma":0.0010328951,"teacher_disagreement_score":0.001130878,"about_ca_system_score_codex":0.0001622499,"about_ca_system_score_gemma":0.00039778015,"threshold_uncertainty_score":0.0023764968},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9892106,0.00004019948,0.009436305,0.000019645302,0.0000021270312,0.000013900003,0.00007403073,0.00012163352,0.0010814407],"genre_scores_gemma":[0.9971213,0.000052524898,0.0018341317,0.0000014213297,3.7387048e-7,0.0000054604257,0.00004254107,0.000008328314,0.0009339545],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99995387,0.000006275966,0.0000034350844,0.000011016975,0.0000145380955,0.000010825319],"domain_scores_gemma":[0.99990714,0.000017883578,0.0000337918,0.000009660071,0.000014883707,0.000016717133],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008351491,0.00019073277,0.00015165383,0.00038541952,0.00017467387,0.00044071485,0.0002534759,0.00023182608,0.0015603482],"category_scores_gemma":[0.00034200965,0.00034550478,0.0001459146,0.00024624082,0.00040539308,0.00026495205,0.00034855073,0.00017922286,0.00024726233],"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":[0.00026249632,0.00008612395,0.04065307,0.00009069555,0.000030166715,0.0011855718,0.0006674463,0.7747252,0.14778589,0.0060221422,0.00027918722,0.028212013],"study_design_scores_gemma":[0.00002369101,0.000372609,0.098221846,0.000033016728,0.000016106036,0.0005816838,0.00059723627,0.8760975,0.02042662,0.0024641615,0.0010956299,0.000069815804],"about_ca_topic_score_codex":0.0068733445,"about_ca_topic_score_gemma":0.0065650796,"teacher_disagreement_score":0.0068733445,"about_ca_system_score_codex":0.0003946644,"about_ca_system_score_gemma":0.00049465225,"threshold_uncertainty_score":0.013666689},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99006313,0.00017431399,0.008951182,0.00001951019,0.000011495115,0.000037274025,0.00009486249,0.00020359263,0.00044472454],"genre_scores_gemma":[0.9898872,0.00015648245,0.00899899,0.000023993882,0.000004323413,0.00003913815,0.00012048951,0.000012373971,0.0007569855],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998073,0.000014896932,0.00001755706,0.000054017084,0.00006951989,0.00003681327],"domain_scores_gemma":[0.9998975,0.0000068575837,0.000033008037,0.000017496563,0.000021434784,0.000023693492],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001676876,0.0004322366,0.00041359712,0.00044362003,0.0003218315,0.00038829297,0.0005849587,0.00036857347,0.0006568249],"category_scores_gemma":[0.0001198622,0.0001916806,0.0004271407,0.00035806283,0.00023427203,0.0005498184,0.0005407822,0.00017281709,0.0002704789],"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":[0.00019667724,0.00013222556,0.0033237336,0.00016782043,0.000025525565,0.00020234573,0.000076174605,0.0022326796,0.9814166,0.00013712683,0.00009510871,0.011994123],"study_design_scores_gemma":[0.000101582096,0.0019309068,0.03238331,0.000031815238,0.00013387064,0.00083192246,0.0001974821,0.025740538,0.932764,0.00015886592,0.005644874,0.0000807792],"about_ca_topic_score_codex":0.0018875307,"about_ca_topic_score_gemma":0.00306793,"teacher_disagreement_score":0.0018875307,"about_ca_system_score_codex":0.0002908322,"about_ca_system_score_gemma":0.0003838527,"threshold_uncertainty_score":0.0037531257},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959311,0.000055200155,0.0033091868,0.000008176268,0.0000054546103,0.00001730104,0.000064094704,0.000032075834,0.00057730416],"genre_scores_gemma":[0.99750394,0.00006480131,0.002057548,0.0000029904015,0.0000016287954,0.000011091506,0.00004575275,0.0000031997806,0.0003090572],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996544,0.000030646952,0.000022436956,0.000056780256,0.00015555395,0.000080234364],"domain_scores_gemma":[0.999318,0.0002461884,0.00013478259,0.00009483392,0.0001459112,0.000060374867],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033254625,0.00046588163,0.00034791435,0.000667903,0.0003171485,0.0003591029,0.0005222679,0.00062741403,0.001831756],"category_scores_gemma":[0.00096375396,0.00018626395,0.00020446927,0.00054863846,0.0007272114,0.0003494366,0.00040808748,0.00029809398,0.00020522553],"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":[0.0002920034,0.00026784802,0.008150586,0.00022045946,0.00001236495,0.00046930293,0.0003297894,0.016497603,0.9637245,0.0002593914,0.000047211215,0.009728905],"study_design_scores_gemma":[0.000029465025,0.0016738405,0.043380007,0.0000399613,0.000040673527,0.00037346382,0.0012330944,0.13701934,0.81502414,0.00028611327,0.0008471955,0.000052736545],"about_ca_topic_score_codex":0.0016837119,"about_ca_topic_score_gemma":0.0026979141,"teacher_disagreement_score":0.001831756,"about_ca_system_score_codex":0.00023045442,"about_ca_system_score_gemma":0.00023715723,"threshold_uncertainty_score":0.006127894},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994486,0.000026467951,0.00030724143,0.0000027500994,0.0000021633982,0.0000033106983,0.000050127233,0.0000072920748,0.00015209496],"genre_scores_gemma":[0.9991103,0.000031705917,0.0003961082,0.0000038175413,0.0000012301681,0.000007378897,0.0000810692,0.000004215434,0.00036421072],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998412,0.000008589983,0.000011625528,0.00003285606,0.000054580356,0.0000510889],"domain_scores_gemma":[0.9997439,0.000043162447,0.00006027561,0.000025986323,0.00007251404,0.000054257234],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022070819,0.00048284992,0.0003790433,0.00022738328,0.000288533,0.0003451902,0.0002201781,0.00035425578,0.0011686822],"category_scores_gemma":[0.00026508316,0.00021476648,0.00025661272,0.00031658748,0.0003899182,0.000352967,0.00034726187,0.00048532514,0.0001854339],"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":[0.00022115487,0.000054034175,0.0054674405,0.000024854879,0.0000064875803,0.00018411461,0.00016901737,0.0005478579,0.991045,0.000030398456,0.000018934887,0.0022307006],"study_design_scores_gemma":[0.000013605836,0.001034772,0.09951206,0.000013706207,0.000027697994,0.00016747335,0.00068871764,0.0037039386,0.89426786,0.00005516263,0.0004916878,0.000023220537],"about_ca_topic_score_codex":0.0012031776,"about_ca_topic_score_gemma":0.0026316966,"teacher_disagreement_score":0.0012031776,"about_ca_system_score_codex":0.000158249,"about_ca_system_score_gemma":0.00019923916,"threshold_uncertainty_score":0.003909588},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99700135,0.00015121234,0.0016917472,0.0000166386,0.000009635718,0.000005514268,0.000060475675,0.0000611613,0.001002275],"genre_scores_gemma":[0.9993717,0.00007776154,0.00013840446,0.000003920253,0.0000028231625,0.0000017578968,0.000037901922,0.0000039853735,0.0003617237],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966574,0.000028002576,0.000014622565,0.00002948053,0.00019191977,0.00007030775],"domain_scores_gemma":[0.9995447,0.00017487697,0.00012098273,0.00003753751,0.00010344145,0.000018541947],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023639666,0.00024360139,0.00027543426,0.00034853778,0.00016269686,0.00034747765,0.00024821496,0.00031877327,0.0011123026],"category_scores_gemma":[0.0008067399,0.00014550335,0.00027388247,0.00033425374,0.0005722348,0.00031522376,0.00036774398,0.00024912585,0.00012725472],"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":[0.0017975561,0.00019704475,0.05390993,0.0008291788,0.00014870895,0.004716116,0.0008196327,0.09976547,0.7766832,0.0013003453,0.0006117002,0.05922114],"study_design_scores_gemma":[0.00007033805,0.0015873713,0.30063984,0.000053436623,0.00020087535,0.001197352,0.00091909396,0.10452754,0.5879544,0.00045564826,0.0022876968,0.000106338426],"about_ca_topic_score_codex":0.003086477,"about_ca_topic_score_gemma":0.0022801473,"teacher_disagreement_score":0.003086477,"about_ca_system_score_codex":0.0002819889,"about_ca_system_score_gemma":0.00024027031,"threshold_uncertainty_score":0.0061370134},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992993,0.00004665245,0.0003322957,0.0000034394882,0.0000031162751,0.000012263657,0.00008417735,0.0000040541845,0.00021477714],"genre_scores_gemma":[0.9976828,0.00012351912,0.0010354065,0.000009286418,0.0000021976066,0.000027266904,0.000119366785,0.000004973995,0.0009951877],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998223,0.00002093929,0.000014128899,0.00003278967,0.00006867936,0.000041138563],"domain_scores_gemma":[0.9996613,0.00007015247,0.000095805146,0.000024441393,0.00009610814,0.00005218591],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020297378,0.00040634215,0.0002503125,0.0002850928,0.00021416815,0.00017491836,0.00022434513,0.000309139,0.0010313955],"category_scores_gemma":[0.0002030547,0.00019560437,0.00024755887,0.00026514332,0.0002328919,0.00017264594,0.00021195384,0.0004263769,0.0001323878],"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":[0.00019904056,0.000081822596,0.0010981052,0.00004026879,0.000005088464,0.00004682144,0.00006015318,0.0002699555,0.9973431,0.000010644037,0.000006258106,0.000838712],"study_design_scores_gemma":[0.00000832629,0.0036434813,0.019370431,0.000005923072,0.000026032825,0.00006610057,0.00021686502,0.00071889325,0.97550577,0.000021401032,0.0004066904,0.00001006492],"about_ca_topic_score_codex":0.0011638646,"about_ca_topic_score_gemma":0.0029524362,"teacher_disagreement_score":0.0011638646,"about_ca_system_score_codex":0.00015746735,"about_ca_system_score_gemma":0.00018850047,"threshold_uncertainty_score":0.0034503937},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9634425,0.000042226053,0.031166185,0.00003806346,0.000016470518,0.00007032512,0.00017185471,0.00028130237,0.0047711846],"genre_scores_gemma":[0.99016935,0.000034033368,0.007297176,0.000010840043,0.0000022797324,0.000042055948,0.00013839098,0.000021024716,0.0022848204],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998565,0.000023872195,0.000007755343,0.000021340367,0.000057810867,0.00003268498],"domain_scores_gemma":[0.9998919,0.0000105634535,0.000022312173,0.000015535728,0.000030013232,0.000029641567],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001857119,0.0004978869,0.00031000463,0.000472918,0.00017221223,0.00043488725,0.0007056772,0.0004812085,0.0023068914],"category_scores_gemma":[0.00022525436,0.0002489658,0.00036068045,0.00019021607,0.00024479674,0.00014967105,0.00038817452,0.00020670549,0.00045749926],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006198214,0.00031857344,0.008989364,0.00018367021,0.0000638066,0.0018504095,0.00021278176,0.690891,0.25179768,0.0011909631,0.00069592096,0.043185998],"study_design_scores_gemma":[0.00011165297,0.0038271022,0.020626875,0.000031635787,0.00012091461,0.00081301376,0.00036414483,0.89633083,0.072234266,0.00038376995,0.0050911275,0.0000646363],"about_ca_topic_score_codex":0.0016465427,"about_ca_topic_score_gemma":0.0022618952,"teacher_disagreement_score":0.0023068914,"about_ca_system_score_codex":0.00036734593,"about_ca_system_score_gemma":0.00037976776,"threshold_uncertainty_score":0.007717252},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8478312,0.0013367091,0.1398802,0.000055322627,0.000057790814,0.00023555018,0.0010314295,0.00044103112,0.0091307815],"genre_scores_gemma":[0.9531711,0.00039159096,0.044324443,0.000010029193,0.00001640892,0.000104764236,0.0005419412,0.000035012534,0.0014047638],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99740463,0.00057418126,0.00019851651,0.0006989454,0.0010326888,0.00009098036],"domain_scores_gemma":[0.9951272,0.0017429084,0.0005191541,0.00085190486,0.0016751654,0.000083723164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015703083,0.0010263782,0.0004957776,0.0032852117,0.00037275,0.0009061162,0.0013132254,0.0011099619,0.0015835591],"category_scores_gemma":[0.0051501985,0.00025610358,0.00049817533,0.0019687132,0.00036453063,0.0015796955,0.00064596126,0.00026855094,0.0007745915],"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":[0.001300839,0.0009001377,0.19208352,0.0016127004,0.00022912276,0.0005711364,0.0013392292,0.06673793,0.15630229,0.001964318,0.0011212945,0.5758375],"study_design_scores_gemma":[0.000061708684,0.008066781,0.40103525,0.0002520144,0.00043869845,0.0028306937,0.003606239,0.23426458,0.3300108,0.0021541456,0.01695255,0.000326504],"about_ca_topic_score_codex":0.0017564797,"about_ca_topic_score_gemma":0.0023592622,"teacher_disagreement_score":0.0032852117,"about_ca_system_score_codex":0.0004480379,"about_ca_system_score_gemma":0.0002595534,"threshold_uncertainty_score":0.008304715},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992107,0.00016639451,0.00021061415,0.0000026172063,0.0000023886544,0.0000033760232,0.000042488722,0.0000050875265,0.00035627506],"genre_scores_gemma":[0.9991885,0.00008050209,0.00015672467,0.0000034510397,0.000001131295,0.0000027688209,0.00007532766,0.000002545802,0.00048920116],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998425,0.000010373871,0.000012627257,0.000025471347,0.0000769786,0.000031963187],"domain_scores_gemma":[0.9996917,0.000044497134,0.000099006895,0.000013476377,0.00010690394,0.00004439016],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018110267,0.00018629077,0.00014702801,0.00045765587,0.00012487333,0.00017017232,0.00010392634,0.00012814986,0.0009961283],"category_scores_gemma":[0.00031801077,0.00012118649,0.00015876378,0.0003508573,0.00017092802,0.00019664146,0.00014809793,0.00017837554,0.00012676882],"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":[0.0002497318,0.00005572482,0.010324482,0.000081200546,0.00001588813,0.00021840444,0.0001338135,0.0013026745,0.9820566,0.000071935305,0.000049076065,0.005440365],"study_design_scores_gemma":[0.000013633626,0.0020962344,0.24683185,0.000026845422,0.00005540984,0.00066203694,0.00038422772,0.0059504053,0.7423275,0.000054768163,0.0015652616,0.0000318988],"about_ca_topic_score_codex":0.0017015549,"about_ca_topic_score_gemma":0.0043909624,"teacher_disagreement_score":0.0017015549,"about_ca_system_score_codex":0.00016741232,"about_ca_system_score_gemma":0.00011506936,"threshold_uncertainty_score":0.0033832788},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0004889467,0.99604505,0.0004157361,0.00016150453,0.00024775165,0.000011889753,0.000064122214,0.000014447538,0.00255049],"genre_scores_gemma":[0.0020921875,0.995647,0.00065082347,0.00014528692,0.00013055842,0.000009811146,0.00009423879,0.000005095823,0.0012249794],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997701,0.000028537983,0.000044514632,0.000056581513,0.00008496038,0.000015201545],"domain_scores_gemma":[0.9995278,0.00023425202,0.00007832315,0.00001567482,0.00012176616,0.000022188782],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038812586,0.0007825851,0.0009825414,0.0032771027,0.0002691048,0.0008420151,0.00073142396,0.0007919371,0.0066601904],"category_scores_gemma":[0.0007512903,0.00034580496,0.0007689265,0.002529786,0.00029870393,0.0012474082,0.00038027915,0.0007701563,0.0024309892],"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":[0.00007260512,0.00013752708,0.00031564405,0.056274176,0.00012389018,0.0002742742,0.00008661217,0.0006946146,0.0053258687,0.0032636572,0.02371442,0.9097167],"study_design_scores_gemma":[0.000008267143,0.00019887424,0.0012355692,0.005577779,0.00017792814,0.0012694161,0.00006589102,0.00012337683,0.0021580392,0.0008705715,0.9882911,0.00002318602],"about_ca_topic_score_codex":0.0012801852,"about_ca_topic_score_gemma":0.0020979242,"teacher_disagreement_score":0.0066601904,"about_ca_system_score_codex":0.00028247645,"about_ca_system_score_gemma":0.00082200486,"threshold_uncertainty_score":0.022280574},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26643136,0.0007713282,0.71525973,0.0006583887,0.000037340764,0.00006374872,0.0002743268,0.0006034293,0.015900351],"genre_scores_gemma":[0.94250846,0.00073270255,0.05409354,0.00007437432,0.00001162606,0.000041470856,0.00012183641,0.00006788762,0.002348166],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998764,0.000023058488,0.000008068895,0.0000142763,0.00005776848,0.00002035048],"domain_scores_gemma":[0.9997193,0.00013280984,0.000038091242,0.00004033333,0.00005627932,0.000013147622],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029762174,0.0005192541,0.00046800144,0.00057054294,0.0002886015,0.0008284394,0.0006714323,0.0010246104,0.0014958847],"category_scores_gemma":[0.00088243064,0.00022711266,0.0004018628,0.00028078514,0.00085309445,0.000918867,0.0004094115,0.00063506747,0.00025202642],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004850372,0.00011767159,0.003146508,0.00012783319,0.000014580024,0.00027218412,0.00027735613,0.90192026,0.05324824,0.022399524,0.00031866404,0.018108705],"study_design_scores_gemma":[0.0000033579026,0.000014099652,0.0011094939,0.000011195988,0.0000030146932,0.000031821877,0.000054424436,0.9912152,0.0035517584,0.0032540434,0.00074138783,0.0000101554915],"about_ca_topic_score_codex":0.009382865,"about_ca_topic_score_gemma":0.010373315,"teacher_disagreement_score":0.009382865,"about_ca_system_score_codex":0.00048858963,"about_ca_system_score_gemma":0.00083002925,"threshold_uncertainty_score":0.018656492},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99497664,0.000043723405,0.0036225708,0.000015063442,0.0000036359372,0.000010904748,0.000110979854,0.00008426806,0.0011322688],"genre_scores_gemma":[0.99938965,0.000017836164,0.0002924132,0.000005547693,4.3139127e-7,0.0000047459403,0.000066107095,0.000012108693,0.00021116155],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99964654,0.000036207275,0.000027791917,0.00005262102,0.00016040969,0.000076507735],"domain_scores_gemma":[0.9991511,0.00024418195,0.00013584734,0.00016113049,0.00021183315,0.0000958361],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005935025,0.0003264367,0.00026277694,0.0008114924,0.0002420823,0.00044886573,0.00048872235,0.00051521143,0.0014899281],"category_scores_gemma":[0.0013532212,0.00020581481,0.00020248185,0.000549046,0.0008753201,0.0004459985,0.00056993065,0.0003461691,0.00028422108],"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":[0.0012363733,0.00018357545,0.012320272,0.00012800778,0.000031120522,0.0013662123,0.0007009858,0.10315131,0.86586833,0.0011283959,0.00031367998,0.013571758],"study_design_scores_gemma":[0.00004150146,0.0014104294,0.082695544,0.00004882308,0.000031783304,0.00047540994,0.0006792271,0.27710664,0.63568527,0.0008501286,0.00091260206,0.000062654275],"about_ca_topic_score_codex":0.001772459,"about_ca_topic_score_gemma":0.00286731,"teacher_disagreement_score":0.001772459,"about_ca_system_score_codex":0.00041327887,"about_ca_system_score_gemma":0.00022810875,"threshold_uncertainty_score":0.004984319},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992042,0.00019146506,0.000323382,0.000004299943,0.0000035249714,0.0000056807667,0.000043289452,0.000011219882,0.00021299608],"genre_scores_gemma":[0.99857163,0.00015470941,0.00069832656,0.0000116913,0.0000031948462,0.0000071408217,0.00006956528,0.000009797781,0.00047387424],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982506,0.000018906825,0.000015542691,0.000034659985,0.00006388708,0.00004204675],"domain_scores_gemma":[0.99968004,0.00007288163,0.000115690615,0.000025185056,0.000050160223,0.00005605963],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021345075,0.00024748498,0.00019363534,0.00030332254,0.000089057314,0.00020476368,0.00013421969,0.00015665892,0.0009027335],"category_scores_gemma":[0.00043501955,0.00014897464,0.00023949658,0.00018471094,0.00017004921,0.00027074726,0.00019648272,0.00033603405,0.00012959511],"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":[0.00011200665,0.000015201042,0.00041661164,0.000058038004,0.000009049988,0.000059915743,0.000035340447,0.00018524737,0.9975789,0.000013269741,0.000009508686,0.0015070037],"study_design_scores_gemma":[0.000008220478,0.0006914297,0.012824296,0.000008801119,0.000022221893,0.00012385822,0.00007665723,0.0019031625,0.9835985,0.00001359238,0.00071609806,0.000013050676],"about_ca_topic_score_codex":0.00045097756,"about_ca_topic_score_gemma":0.001239741,"teacher_disagreement_score":0.0009027335,"about_ca_system_score_codex":0.00009484586,"about_ca_system_score_gemma":0.00006748314,"threshold_uncertainty_score":0.0030199885},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33157417,0.00022502939,0.66419244,0.000074460964,0.000021254667,0.00013989766,0.00067426043,0.0011325164,0.0019659812],"genre_scores_gemma":[0.94621664,0.00018434548,0.051334932,0.00002368941,0.000008163755,0.00023532163,0.00080051675,0.000099574674,0.0010968716],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99894446,0.00031423298,0.00008600612,0.0002445145,0.00035556703,0.000055284076],"domain_scores_gemma":[0.9943575,0.003345992,0.0006542243,0.0007102879,0.00089370203,0.000038280796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002635632,0.0007779388,0.0004016154,0.0014885914,0.00028079798,0.0006098941,0.0014526291,0.00072956516,0.0010076549],"category_scores_gemma":[0.0087975105,0.0004807312,0.00082291744,0.0010909947,0.00041829178,0.0008617464,0.000493013,0.00059325394,0.0003828718],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005622686,0.00006039019,0.0079776505,0.00004812665,0.000046828063,0.000030718296,0.00003531978,0.96864253,0.0033341425,0.0011472692,0.00017165052,0.018449139],"study_design_scores_gemma":[0.000003030967,0.000057538637,0.00256515,0.0000046828814,0.000008332628,0.000026689215,0.000014801586,0.994429,0.0020392216,0.00059963466,0.00024249402,0.000009463768],"about_ca_topic_score_codex":0.004573076,"about_ca_topic_score_gemma":0.005072348,"teacher_disagreement_score":0.004573076,"about_ca_system_score_codex":0.0008430025,"about_ca_system_score_gemma":0.0007604329,"threshold_uncertainty_score":0.013938725},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97512394,0.00011048567,0.02311734,0.000033459903,0.0000092397595,0.000021484948,0.00010699758,0.00015438405,0.0013227767],"genre_scores_gemma":[0.9984314,0.00004168106,0.001283842,0.0000034834911,8.926412e-7,0.000009599689,0.00003624357,0.000005071762,0.00018781259],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996247,0.00003601649,0.000021041255,0.000057367815,0.00019724542,0.000063497966],"domain_scores_gemma":[0.99924785,0.0002762584,0.00012065487,0.00010808834,0.00019874818,0.000048386402],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046685585,0.00047535356,0.00036388013,0.00048251773,0.00027630827,0.0004829365,0.00053496764,0.0005786888,0.00094919535],"category_scores_gemma":[0.0010662057,0.00017312632,0.00036839835,0.00035949907,0.00065150537,0.00061936857,0.0006770861,0.0002957687,0.00015939343],"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":[0.00062059786,0.0002957759,0.020209497,0.0002992687,0.000037543843,0.00068647426,0.0005792668,0.41894937,0.5172101,0.0014278318,0.00046170363,0.03922261],"study_design_scores_gemma":[0.000010889884,0.00042801982,0.013520434,0.000016733795,0.00001552217,0.00011093761,0.0002917606,0.87813556,0.1066782,0.00026736024,0.0004853848,0.000039217288],"about_ca_topic_score_codex":0.0025338142,"about_ca_topic_score_gemma":0.00359349,"teacher_disagreement_score":0.0025338142,"about_ca_system_score_codex":0.00047068324,"about_ca_system_score_gemma":0.0003231141,"threshold_uncertainty_score":0.0050380826},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92264825,0.00015285071,0.07327414,0.000050192742,0.000015082744,0.000049102324,0.00022012768,0.00032702574,0.0032632384],"genre_scores_gemma":[0.99652004,0.000055908546,0.0024745609,0.000004890236,8.9504994e-7,0.000019822179,0.00005223938,0.000007383191,0.0008642694],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997489,0.000025131007,0.0000151572,0.00006207983,0.000112248366,0.000036530262],"domain_scores_gemma":[0.99972945,0.00008650928,0.000063966865,0.00003850258,0.00006107435,0.000020448042],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003671469,0.00066041504,0.0002998298,0.00040214005,0.00015881995,0.0004907313,0.00086708367,0.00086208637,0.001170864],"category_scores_gemma":[0.00053161354,0.00020402059,0.00038081076,0.00028269526,0.00045553318,0.00061813666,0.00038854362,0.00033705338,0.0002988914],"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":[0.00030346788,0.0001876988,0.006899148,0.00020949559,0.00002007443,0.0005402836,0.00023414011,0.6922474,0.2828283,0.0010125937,0.00024208394,0.0152754085],"study_design_scores_gemma":[0.000007985755,0.00024393044,0.0033945304,0.0000074413847,0.00000877082,0.000054087195,0.00006683771,0.95330346,0.042433016,0.00018040795,0.00028812507,0.0000114416625],"about_ca_topic_score_codex":0.002894003,"about_ca_topic_score_gemma":0.0033834535,"teacher_disagreement_score":0.002894003,"about_ca_system_score_codex":0.00037965228,"about_ca_system_score_gemma":0.00036061945,"threshold_uncertainty_score":0.005754292},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32110757,0.0020554333,0.6582935,0.00043286008,0.0002460239,0.006493366,0.0024014735,0.00091599394,0.008053781],"genre_scores_gemma":[0.6985649,0.0005051451,0.28430927,0.00017039133,0.00007660389,0.010338389,0.0010319737,0.00022645717,0.0047769137],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.84820634,0.110382624,0.005556686,0.0049695536,0.029401878,0.001482964],"domain_scores_gemma":[0.62544835,0.30687255,0.02162489,0.015585976,0.029394249,0.0010739989],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.09177174,0.0008560752,0.000992122,0.0012297232,0.000959859,0.0010215756,0.0011954188,0.000773302,0.0037407598],"category_scores_gemma":[0.23389155,0.00043183213,0.0014639616,0.0013326787,0.0013420805,0.000669368,0.001145581,0.0009902456,0.00031016427],"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":[0.020506024,0.00066275324,0.13847366,0.0027017135,0.0046220403,0.00024643075,0.0040561985,0.06202933,0.011439392,0.025614694,0.007773599,0.7218741],"study_design_scores_gemma":[0.0034576824,0.03852693,0.50291026,0.00095268944,0.0030319197,0.0004149112,0.002002032,0.3410198,0.030168843,0.015471369,0.061660465,0.00038312897],"about_ca_topic_score_codex":0.047269925,"about_ca_topic_score_gemma":0.0674922,"teacher_disagreement_score":0.95273006,"about_ca_system_score_codex":0.007806705,"about_ca_system_score_gemma":0.009930721,"threshold_uncertainty_score":0.48534113},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993882,0.000021898186,0.00046865534,0.0000042236657,0.0000013985444,0.0000026606335,0.000021043019,0.000015111528,0.00007679019],"genre_scores_gemma":[0.99876785,0.000019635621,0.0007314761,0.0000036908598,0.0000010739324,0.000003244842,0.00003482455,0.0000045992892,0.00043362562],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978715,0.000023548877,0.000015239864,0.000041792428,0.00008273385,0.00004957013],"domain_scores_gemma":[0.9995726,0.00009724381,0.00012174515,0.00006922158,0.000093446426,0.000045800694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003347164,0.00035613647,0.00038536696,0.0005127816,0.00031948154,0.00037771655,0.00036300684,0.00031698917,0.00097439374],"category_scores_gemma":[0.0005006691,0.00023174805,0.00029621116,0.00036014977,0.000549448,0.0003269581,0.0003517076,0.00023296542,0.00013855592],"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":[0.0008178777,0.000046167515,0.0036061855,0.000052647432,0.000014208605,0.00026494902,0.00026380183,0.0016946011,0.9876132,0.00007266613,0.000024970384,0.005528607],"study_design_scores_gemma":[0.000027331398,0.0012905226,0.05846771,0.000010380122,0.000040463012,0.00033279473,0.0005312948,0.0066316947,0.9317706,0.00009702453,0.00076784496,0.000032304783],"about_ca_topic_score_codex":0.0016544092,"about_ca_topic_score_gemma":0.0030125168,"teacher_disagreement_score":0.0016544092,"about_ca_system_score_codex":0.00033995195,"about_ca_system_score_gemma":0.0002736191,"threshold_uncertainty_score":0.0032895207},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994624,0.00011568219,0.00022585089,0.0000047567537,0.0000014657065,0.0000025500458,0.000017893566,0.0000031236814,0.00016627001],"genre_scores_gemma":[0.9996983,0.00008143634,0.000119334814,0.0000023800535,8.5333636e-7,0.000001440352,0.000014158439,0.000001028545,0.000081186794],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998971,0.000015999372,0.0000070705423,0.000018054332,0.000039383667,0.000022407567],"domain_scores_gemma":[0.99938214,0.00024500428,0.00017348354,0.000019349933,0.00012036949,0.000059739483],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002224872,0.00021997497,0.00016459268,0.00031636845,0.000097280754,0.00022206166,0.00012152032,0.00016712317,0.0009134955],"category_scores_gemma":[0.0004957918,0.00012444114,0.0001476922,0.00015900223,0.00020521204,0.00019473254,0.00014424487,0.00014887567,0.000109669825],"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":[0.0003739342,0.00006788469,0.012122303,0.00009281304,0.000014708505,0.00022601163,0.000120925244,0.0021367774,0.9791165,0.00007260585,0.000039295617,0.0056161694],"study_design_scores_gemma":[0.000009603048,0.0011023335,0.12754235,0.000022088769,0.000052576997,0.00018694978,0.00031218486,0.011578115,0.8587624,0.000045420395,0.000364581,0.000021356924],"about_ca_topic_score_codex":0.0008439067,"about_ca_topic_score_gemma":0.0014980742,"teacher_disagreement_score":0.0009134955,"about_ca_system_score_codex":0.00010984828,"about_ca_system_score_gemma":0.00009771569,"threshold_uncertainty_score":0.0030559897},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928483,0.000030473382,0.00017682475,0.0000726537,0.0000049788096,0.0000051541665,0.00036616952,0.000014374522,0.00648108],"genre_scores_gemma":[0.99815077,0.000018195398,0.00010763225,0.000003888793,9.3432106e-7,0.0000012717726,0.00013765626,0.0000036332015,0.0015760033],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.999887,0.000008962802,0.0000052074656,0.000022521699,0.00004316879,0.00003309882],"domain_scores_gemma":[0.99963,0.000042860982,0.000032273383,0.000015344664,0.00020816636,0.000071277806],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008323275,0.0001565199,0.0001675837,0.0008759095,0.0011156837,0.0010732911,0.0005597781,0.0005280476,0.0037886812],"category_scores_gemma":[0.0007756452,0.00025549703,0.00011118243,0.00086295593,0.0005617046,0.00019838347,0.00032758116,0.00036998958,0.00033309837],"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":[0.00043173018,0.00018469793,0.7196129,0.00007644161,0.00006195409,0.0031223157,0.0015159702,0.19782093,0.023809185,0.0102728885,0.0054653967,0.037625577],"study_design_scores_gemma":[0.00004071726,0.000037283527,0.91607213,0.000021707194,0.000013838402,0.00024408373,0.0017165175,0.07686042,0.0012584705,0.00095933455,0.0027433846,0.0000320795],"about_ca_topic_score_codex":0.6838729,"about_ca_topic_score_gemma":0.81317747,"teacher_disagreement_score":0.31612712,"about_ca_system_score_codex":0.0031898755,"about_ca_system_score_gemma":0.0024835558,"threshold_uncertainty_score":0.6359777},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983865,0.00053282775,0.00032504625,0.000011562562,0.000008757562,0.00001229668,0.00028344334,0.0000085465135,0.00043099636],"genre_scores_gemma":[0.9975858,0.00046042888,0.00065553316,0.000015007465,0.000004175737,0.000018236538,0.00028421034,0.000006826517,0.0009697827],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998016,0.000035521447,0.000022886672,0.000031029635,0.00008136153,0.000027552154],"domain_scores_gemma":[0.99971837,0.00006288725,0.000082982915,0.000013178855,0.000081886246,0.000040683182],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024501624,0.00033700807,0.00025336814,0.00041712707,0.00018780028,0.00024765896,0.00015477015,0.00023278002,0.0008420981],"category_scores_gemma":[0.00023626238,0.00014011851,0.00026732375,0.00041487376,0.0001465313,0.00016470902,0.00012733156,0.00030679628,0.00013053197],"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":[0.0002189281,0.000066209774,0.0027179255,0.00015032507,0.000012729297,0.000106611085,0.00010776774,0.0004290686,0.9934093,0.000019160872,0.00004410539,0.002718019],"study_design_scores_gemma":[0.0000075626267,0.0012428608,0.029523287,0.00001643812,0.000036925077,0.00011753762,0.00021628622,0.0009194273,0.96696186,0.000020632262,0.00092057494,0.00001648443],"about_ca_topic_score_codex":0.0014811716,"about_ca_topic_score_gemma":0.0037848533,"teacher_disagreement_score":0.0014811716,"about_ca_system_score_codex":0.00015201447,"about_ca_system_score_gemma":0.00012320316,"threshold_uncertainty_score":0.002945125},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994655,0.00013066364,0.00011161193,0.0000074184013,0.0000032500645,0.0000056870717,0.000043387783,0.000009433261,0.00022304563],"genre_scores_gemma":[0.99899954,0.00012160157,0.0004993249,0.000013209969,0.0000022363627,0.0000069637945,0.00005805224,0.000006617617,0.00029249926],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99952173,0.00012129394,0.00005595259,0.00007960487,0.00012991439,0.00009147595],"domain_scores_gemma":[0.999252,0.0002576248,0.0001710266,0.000053415544,0.00011402349,0.00015185012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026705675,0.0005197476,0.00036979615,0.00032915897,0.000169898,0.00041151154,0.00023744481,0.00030168472,0.0009279656],"category_scores_gemma":[0.00079386635,0.0002613851,0.00028767626,0.00024085773,0.00037650325,0.0002246251,0.00038492857,0.00036215928,0.00015475687],"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":[0.0007609883,0.000066516324,0.0008955685,0.000077713485,0.000026853426,0.00010132367,0.00005194019,0.00039406365,0.99628747,0.000016856628,0.000013726681,0.0013071201],"study_design_scores_gemma":[0.000016330834,0.0011717376,0.011066178,0.000010695926,0.00006428226,0.00006647179,0.000086420754,0.00094813266,0.986038,0.0000094106645,0.0005068164,0.000015479824],"about_ca_topic_score_codex":0.002330406,"about_ca_topic_score_gemma":0.004711723,"teacher_disagreement_score":0.002330406,"about_ca_system_score_codex":0.00026556154,"about_ca_system_score_gemma":0.0002546585,"threshold_uncertainty_score":0.0046337247},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9922963,0.0000507841,0.00654235,0.000010103076,0.0000039230167,0.000008701576,0.00029318556,0.000117741685,0.00067683205],"genre_scores_gemma":[0.99863833,0.00002696512,0.00084399513,0.0000016952723,0.0000011362324,0.000003870663,0.00024868466,0.000008552095,0.00022665724],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99957687,0.000051295006,0.00002463963,0.000100410536,0.00019953468,0.00004711536],"domain_scores_gemma":[0.9982868,0.0006029856,0.00031986448,0.00027338747,0.000455152,0.00006176039],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007664684,0.0006280183,0.0005756741,0.0012849505,0.00016689385,0.00047429107,0.0009332858,0.0004035017,0.0009782475],"category_scores_gemma":[0.0023359447,0.00026463164,0.00046159705,0.0008834036,0.0004081834,0.0008205786,0.00036596644,0.00036999522,0.00035972154],"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":[0.00036914958,0.00021577084,0.09014903,0.00013593426,0.00006512674,0.00025887068,0.00018238614,0.7987248,0.054257657,0.00027169703,0.0003642743,0.05500533],"study_design_scores_gemma":[0.000007669695,0.0002572302,0.05956352,0.0000086682985,0.000026716667,0.000054133176,0.000053234184,0.91429985,0.0252996,0.00014671497,0.0002485886,0.00003402857],"about_ca_topic_score_codex":0.016711941,"about_ca_topic_score_gemma":0.02646655,"teacher_disagreement_score":0.016711941,"about_ca_system_score_codex":0.0008097061,"about_ca_system_score_gemma":0.000510444,"threshold_uncertainty_score":0.03322935},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94220155,0.00008666722,0.056309685,0.000012004362,0.000006357631,0.000016397835,0.000073855845,0.00011226959,0.0011811632],"genre_scores_gemma":[0.99613273,0.000050061422,0.0032913515,0.0000019135202,9.976098e-7,0.0000076458,0.00003733442,0.0000060853663,0.00047206227],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998616,0.00001960936,0.000009000417,0.000028646944,0.00006205037,0.000018966934],"domain_scores_gemma":[0.9996724,0.00013105576,0.00008461886,0.000030180188,0.00006700264,0.000014752704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002478517,0.000316164,0.00031565982,0.0004916089,0.00017920286,0.00034035457,0.00027481496,0.00033775088,0.0007892979],"category_scores_gemma":[0.0006124052,0.0001670287,0.00022732386,0.00029829383,0.00042323975,0.00026346982,0.000273195,0.00010690132,0.00016495516],"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":[0.00040711302,0.00007066843,0.014354354,0.00026340588,0.000033178185,0.0009807233,0.0002742332,0.37287706,0.5712719,0.001388025,0.0001528374,0.037926435],"study_design_scores_gemma":[0.000014364347,0.0002688995,0.018943585,0.000022918093,0.000027194634,0.0002360345,0.00031606297,0.82253087,0.15661702,0.00057529577,0.00042002246,0.000027759577],"about_ca_topic_score_codex":0.0008952794,"about_ca_topic_score_gemma":0.0013146977,"teacher_disagreement_score":0.0008952794,"about_ca_system_score_codex":0.00016688733,"about_ca_system_score_gemma":0.00023142854,"threshold_uncertainty_score":0.0026404262},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99135685,0.00023628949,0.0061334698,0.000031766747,0.000013503275,0.00004611147,0.00033054707,0.00011127398,0.0017402112],"genre_scores_gemma":[0.99188364,0.00024765855,0.0036307496,0.000015411977,0.000002718568,0.000047741054,0.00025115252,0.000035085275,0.0038858887],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991912,0.000061049795,0.000046726305,0.0001942167,0.00040966476,0.000097173346],"domain_scores_gemma":[0.9989791,0.00028013287,0.00013187327,0.000101774196,0.00045443914,0.000052813455],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007296907,0.0004640958,0.0006173421,0.0008021707,0.000639273,0.0010228291,0.0004688042,0.0006125949,0.0022096974],"category_scores_gemma":[0.0011714916,0.00045143432,0.00046654398,0.0007115978,0.00056481385,0.0005715139,0.00069250574,0.00039031985,0.0004896704],"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":[0.0014989921,0.000174599,0.21449912,0.0010424723,0.00014591424,0.0011064808,0.0034699123,0.0308338,0.6360094,0.00037045468,0.0008985122,0.10995029],"study_design_scores_gemma":[0.000049426755,0.0036391972,0.6698599,0.00021044217,0.00031628765,0.00077527633,0.009489181,0.054608114,0.24467662,0.0005036344,0.01571864,0.00015334062],"about_ca_topic_score_codex":0.009666929,"about_ca_topic_score_gemma":0.022859897,"teacher_disagreement_score":0.009666929,"about_ca_system_score_codex":0.0005097494,"about_ca_system_score_gemma":0.00068137626,"threshold_uncertainty_score":0.019221306},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99772197,0.000069379596,0.0018412399,0.000009002535,0.000008101706,0.00001741177,0.00006218174,0.00002538341,0.00024523467],"genre_scores_gemma":[0.9970505,0.00009648604,0.0024334777,0.000010020142,0.000004016243,0.000025620464,0.000058185884,0.0000077771265,0.00031390175],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995906,0.000032659904,0.000026504853,0.00006898913,0.00018903914,0.00009232673],"domain_scores_gemma":[0.9991836,0.0002650211,0.0001418526,0.000108693726,0.0002116712,0.00008916055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039774398,0.0004172173,0.00029073848,0.00040477348,0.0003283788,0.00020001021,0.00036168212,0.00045065244,0.0008723971],"category_scores_gemma":[0.0007174039,0.00016837798,0.00019915863,0.00038175363,0.0005364119,0.0002527259,0.00032348366,0.00041145057,0.00008667783],"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":[0.00016633465,0.00008467934,0.0025048302,0.00006364396,0.000006612994,0.0001328795,0.00021547338,0.00095923484,0.9918543,0.000067916706,0.00004660054,0.0038974665],"study_design_scores_gemma":[0.000016174394,0.0022270402,0.029561408,0.0000095202495,0.000028939736,0.00011271757,0.00024209183,0.009497049,0.95770437,0.000064544,0.0005021151,0.00003406463],"about_ca_topic_score_codex":0.0011915335,"about_ca_topic_score_gemma":0.0018762435,"teacher_disagreement_score":0.0011915335,"about_ca_system_score_codex":0.00019268536,"about_ca_system_score_gemma":0.00024551176,"threshold_uncertainty_score":0.0029184818},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5961538,0.00015144543,0.3989807,0.00007464874,0.000025211986,0.000044697772,0.0003124471,0.00059862714,0.003658406],"genre_scores_gemma":[0.93448734,0.0000999635,0.064249486,0.000011321359,0.000003566588,0.00003954038,0.0001844534,0.000028200087,0.00089613075],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999492,0.00000701452,0.0000031797651,0.0000089711,0.000022867189,0.000008643655],"domain_scores_gemma":[0.9998957,0.00004481962,0.00001376199,0.000012417007,0.00002645026,0.0000069276357],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014328008,0.0002795343,0.00024810233,0.0004590155,0.00014171588,0.00023836279,0.00029730267,0.00040896275,0.0008927759],"category_scores_gemma":[0.0002591664,0.00017512965,0.00029549302,0.00024441778,0.00017858997,0.00027355654,0.00018467993,0.0001919815,0.000113418515],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000099047116,0.00012115269,0.016143398,0.00021110171,0.00005249878,0.00024012108,0.00020564455,0.78974944,0.13640937,0.0046401382,0.0004929761,0.051635195],"study_design_scores_gemma":[0.0000027035485,0.000010785962,0.0009761788,0.000002431432,0.0000023585446,0.000014495729,0.0000193139,0.9942492,0.00424867,0.00020050336,0.00026941925,0.000003853071],"about_ca_topic_score_codex":0.002555849,"about_ca_topic_score_gemma":0.0029626277,"teacher_disagreement_score":0.002555849,"about_ca_system_score_codex":0.00020717608,"about_ca_system_score_gemma":0.00031986707,"threshold_uncertainty_score":0.0050819516},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74587995,0.000203839,0.24770658,0.000038035552,0.000011004056,0.000056019224,0.00035268452,0.00026926064,0.00548262],"genre_scores_gemma":[0.978161,0.00007217129,0.020391377,0.0000042602082,0.0000016963933,0.000022975077,0.00020882102,0.000018947003,0.001118711],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997582,0.000033999033,0.000016576949,0.000027392822,0.0001515245,0.000012343449],"domain_scores_gemma":[0.9995447,0.00013404626,0.000118485426,0.000056542598,0.00012890094,0.000017338976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021588229,0.0003854614,0.00020558633,0.0006096968,0.00011137778,0.00027301456,0.00024299203,0.0002982478,0.0015944305],"category_scores_gemma":[0.00090533134,0.00014843229,0.00016901063,0.0002601341,0.00018094009,0.00028650998,0.00025632785,0.00013857678,0.00028749392],"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":[0.00020154416,0.000078223966,0.023248123,0.00037620944,0.000024245921,0.00030436862,0.00027954363,0.3461515,0.5041732,0.002275479,0.0004905473,0.122397125],"study_design_scores_gemma":[0.000012969544,0.00043755033,0.051814917,0.00004018254,0.000024022622,0.00037141572,0.00023908676,0.73933244,0.20188013,0.0011295129,0.0046667852,0.000051067153],"about_ca_topic_score_codex":0.0010293566,"about_ca_topic_score_gemma":0.0038831113,"teacher_disagreement_score":0.0015944305,"about_ca_system_score_codex":0.0002081975,"about_ca_system_score_gemma":0.00019557883,"threshold_uncertainty_score":0.0053339005},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14534432,0.004237183,0.767601,0.0007934848,0.0004172289,0.00019451542,0.00034304115,0.00038419187,0.08068498],"genre_scores_gemma":[0.9466269,0.0012553086,0.024221605,0.00010459503,0.000059264716,0.00012425966,0.00011743337,0.00009564389,0.027394975],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998293,0.00002454347,0.000008886216,0.000030181413,0.00006806081,0.00003900673],"domain_scores_gemma":[0.9997178,0.000088411245,0.000035953777,0.000019864767,0.00012665727,0.000011265898],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038391547,0.0005262658,0.00083251094,0.00073411275,0.0005130764,0.0010378447,0.0010910627,0.0015908146,0.0032058475],"category_scores_gemma":[0.0011899667,0.00041260518,0.00070327544,0.00067007233,0.00083298143,0.0010333813,0.0006331203,0.00070105644,0.0004819588],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006000115,0.00006665788,0.0009311734,0.00026284598,0.00001823933,0.00030574395,0.00024098903,0.87685096,0.012081325,0.09164809,0.0017825095,0.015751451],"study_design_scores_gemma":[0.000007074041,0.000010684581,0.0002284571,0.000020761783,0.0000053181625,0.000040220333,0.000057561898,0.99256986,0.0013119286,0.004473478,0.0012651208,0.000009558854],"about_ca_topic_score_codex":0.0068327505,"about_ca_topic_score_gemma":0.0059403908,"teacher_disagreement_score":0.0068327505,"about_ca_system_score_codex":0.0011827417,"about_ca_system_score_gemma":0.0011593341,"threshold_uncertainty_score":0.013585985},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8592354,0.0005458765,0.13569891,0.00005515387,0.000028653918,0.00015608422,0.0007985695,0.0010299172,0.0024512957],"genre_scores_gemma":[0.98191017,0.00028384855,0.01681213,0.00001470303,0.000007698663,0.00008286146,0.00033838197,0.000020443098,0.00052978983],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996426,0.00002776325,0.000021461594,0.00007680893,0.00021212459,0.00001928537],"domain_scores_gemma":[0.99949074,0.00021415127,0.000113207,0.0000524472,0.00010716334,0.000022372413],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003099718,0.0007795365,0.00038565547,0.0019320198,0.00017203776,0.00039615823,0.00060030207,0.0006909391,0.00095185667],"category_scores_gemma":[0.0011569693,0.00026982263,0.00035324862,0.00094802637,0.00033024087,0.0005980691,0.00033755775,0.0003319495,0.00042996462],"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":[0.00029277583,0.0006418604,0.077141315,0.0004246573,0.00007319738,0.00043503905,0.00019267236,0.3398162,0.37836254,0.0008233158,0.00064407673,0.20115228],"study_design_scores_gemma":[0.00001814943,0.00028394276,0.05106187,0.000020674017,0.000021153312,0.00011809931,0.000056801502,0.86841065,0.07913782,0.00021661031,0.00060057855,0.000053637315],"about_ca_topic_score_codex":0.0034262289,"about_ca_topic_score_gemma":0.006001149,"teacher_disagreement_score":0.0034262289,"about_ca_system_score_codex":0.0004534735,"about_ca_system_score_gemma":0.00037690133,"threshold_uncertainty_score":0.0068125725},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999062,0.000013157886,0.0007237111,0.000004039869,0.0000018290464,0.0000053236336,0.0000075331304,0.000023908433,0.00015848942],"genre_scores_gemma":[0.99909055,0.000010868499,0.00066910154,0.0000037358511,7.8016313e-7,0.000002010451,0.0000155614,0.000004303109,0.00020293792],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997993,0.000042614625,0.000012108829,0.000025448346,0.00007452258,0.000046056615],"domain_scores_gemma":[0.9997079,0.00006295224,0.00008285418,0.000029387958,0.00005266914,0.000064217005],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016054443,0.0004442495,0.00023021197,0.00023917686,0.00021214229,0.00025388054,0.0002937277,0.00035092887,0.0014141815],"category_scores_gemma":[0.0005238289,0.00018470935,0.00024840955,0.000099924975,0.00035456155,0.0002850743,0.00054985663,0.00025046122,0.00021978651],"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":[0.0006890157,0.00016686278,0.0058055758,0.00009368861,0.000025062895,0.00028089047,0.00010699147,0.005442242,0.9765499,0.000035911315,0.00003083944,0.010773025],"study_design_scores_gemma":[0.000076313845,0.008032167,0.12231339,0.000024515855,0.000119993165,0.00036480633,0.000572768,0.0141602,0.852981,0.000102777136,0.0012118337,0.000040228915],"about_ca_topic_score_codex":0.0005346307,"about_ca_topic_score_gemma":0.0017404999,"teacher_disagreement_score":0.0014141815,"about_ca_system_score_codex":0.00015437721,"about_ca_system_score_gemma":0.00015374085,"threshold_uncertainty_score":0.0047308803},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977932,0.00005347044,0.0015003588,0.000009341258,0.0000067085666,0.00000995724,0.000040845593,0.000019609988,0.0005664895],"genre_scores_gemma":[0.99880576,0.00003574608,0.000527346,0.000004826986,0.0000030580532,0.0000066743587,0.000036167094,0.0000045382717,0.000575809],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997378,0.000048266018,0.000013815739,0.00005221121,0.000091766015,0.000056141467],"domain_scores_gemma":[0.99907994,0.0004930622,0.00015588514,0.0000700435,0.00012789105,0.00007308217],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026223107,0.0002667069,0.00019483673,0.00021788155,0.00034781982,0.00028589275,0.00028895034,0.0002533109,0.0018617671],"category_scores_gemma":[0.00066884514,0.00014740857,0.00022488675,0.00017075031,0.0003016269,0.0002497237,0.0002549979,0.00028169816,0.00021521396],"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":[0.00068797125,0.00039988727,0.0032873193,0.00004855221,0.000020692229,0.0001259364,0.00008798849,0.0025890425,0.989994,0.00019353177,0.00009049379,0.002474757],"study_design_scores_gemma":[0.00003328138,0.0022807084,0.00537535,0.0000033305557,0.00003272003,0.000110964276,0.00018899958,0.007537199,0.98377764,0.00009153396,0.0005555362,0.000012727838],"about_ca_topic_score_codex":0.0014501073,"about_ca_topic_score_gemma":0.001468333,"teacher_disagreement_score":0.0018617671,"about_ca_system_score_codex":0.00025377213,"about_ca_system_score_gemma":0.0002459316,"threshold_uncertainty_score":0.006228268},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84795964,0.00015297225,0.14711514,0.000026327067,0.0000064147184,0.000010370019,0.00007686772,0.00013038496,0.0045219394],"genre_scores_gemma":[0.99909127,0.000021837008,0.00061480055,0.0000010355706,9.1399767e-7,0.0000020682899,0.000015422875,0.0000040532937,0.00024855437],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990284,0.000018655794,0.0000033132455,0.000013276778,0.000044093016,0.000017755978],"domain_scores_gemma":[0.9997887,0.000100980695,0.000030368228,0.000018115565,0.00005110829,0.000010672447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018386975,0.00020017238,0.0001772359,0.0005624691,0.00009819149,0.0002337466,0.00027612972,0.00015453642,0.0009313449],"category_scores_gemma":[0.0006060387,0.0000689019,0.00014410491,0.0002527418,0.00035185195,0.00031782617,0.00023639713,0.000088463894,0.00012966136],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021237893,0.000043517004,0.0064713415,0.00015226431,0.000024855945,0.0005277274,0.00017524714,0.7716882,0.15852529,0.01087165,0.00032055663,0.050986964],"study_design_scores_gemma":[0.0000019192066,0.000041423784,0.004668822,0.0000042239603,0.00000471447,0.00006501375,0.00005625683,0.9820354,0.01185246,0.0010129679,0.00024764764,0.000009243064],"about_ca_topic_score_codex":0.0012724851,"about_ca_topic_score_gemma":0.0010575836,"teacher_disagreement_score":0.0012724851,"about_ca_system_score_codex":0.00015667519,"about_ca_system_score_gemma":0.00015150625,"threshold_uncertainty_score":0.0031157136},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984542,0.0004524033,0.00080179924,0.000007385911,0.00000423499,0.00000961245,0.000052968862,0.00001763647,0.00019977393],"genre_scores_gemma":[0.99804914,0.00025700172,0.0011768052,0.000007466331,0.000002151965,0.000007678181,0.00006830414,0.000011192279,0.00042032072],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955493,0.00007324387,0.000050311843,0.00007922036,0.0001757738,0.000066589906],"domain_scores_gemma":[0.99896204,0.00042365055,0.00022982334,0.000079866506,0.0002082196,0.000096390875],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005144174,0.0004691068,0.00033882566,0.00039305404,0.00017148863,0.00027009906,0.00023117781,0.0002352383,0.0010172292],"category_scores_gemma":[0.0012104788,0.00014693929,0.0002535617,0.00033887944,0.00023194391,0.0003690789,0.00023333599,0.00026506372,0.00014218719],"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":[0.00047893258,0.000042644777,0.0019721924,0.0000955683,0.000016881006,0.00008917498,0.00007608499,0.0005793073,0.99095386,0.0000130335,0.000014193381,0.005668129],"study_design_scores_gemma":[0.000003735071,0.00070491387,0.0067059896,0.000005481148,0.000020993963,0.000041022256,0.000054126922,0.0009545523,0.9912305,0.0000047394597,0.00026714947,0.0000066894863],"about_ca_topic_score_codex":0.0016105473,"about_ca_topic_score_gemma":0.002912465,"teacher_disagreement_score":0.0016105473,"about_ca_system_score_codex":0.00019692705,"about_ca_system_score_gemma":0.00019020011,"threshold_uncertainty_score":0.003403008},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982486,0.0001180644,0.0006530868,0.000003528263,0.0000027755816,0.000011317176,0.00012510193,0.000009670498,0.0008280317],"genre_scores_gemma":[0.99826556,0.00008004171,0.0007042804,0.0000058008013,8.3147927e-7,0.0000093284325,0.00009301822,0.0000036560846,0.00083758286],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99976677,0.00002486445,0.000013881264,0.000027264878,0.00014673825,0.000020520127],"domain_scores_gemma":[0.9995807,0.000050712006,0.000091989816,0.000015225561,0.0002131507,0.000048266902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027103003,0.00027109208,0.00015582568,0.0008658424,0.00019526186,0.00026293882,0.00021083883,0.00023320231,0.0013879046],"category_scores_gemma":[0.00028184615,0.00013939966,0.00011078979,0.00044403822,0.00016686505,0.00013398685,0.00015239356,0.00018084125,0.0001905877],"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":[0.00036813362,0.000082788094,0.042671178,0.00018129653,0.000028523322,0.00019615509,0.0001593062,0.0015618213,0.9426061,0.00009171588,0.00006451646,0.01198848],"study_design_scores_gemma":[0.000013658501,0.0014313749,0.2207503,0.000034762674,0.000065689914,0.00031423348,0.0006191594,0.0048046047,0.7695401,0.0000890354,0.0023162137,0.00002087242],"about_ca_topic_score_codex":0.0011597521,"about_ca_topic_score_gemma":0.0040620873,"teacher_disagreement_score":0.0013879046,"about_ca_system_score_codex":0.00022326005,"about_ca_system_score_gemma":0.00015751434,"threshold_uncertainty_score":0.0046429634},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991665,0.00006708117,0.0004209127,0.0000048594593,0.0000016842762,0.000006768293,0.00006833798,0.000013601269,0.00025028363],"genre_scores_gemma":[0.9997451,0.000022206796,0.00009287195,0.0000012161876,5.477324e-7,0.0000017111473,0.000028797813,0.0000019093197,0.000105624014],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997844,0.000017581593,0.000009435641,0.00003776521,0.00007964395,0.000071262584],"domain_scores_gemma":[0.99911124,0.0003030394,0.00020984659,0.00006602058,0.0001422159,0.00016767294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018178538,0.00025400618,0.00033264136,0.00085723103,0.00026154192,0.0003848376,0.0002819795,0.00030802222,0.0012070995],"category_scores_gemma":[0.00079977256,0.00020158476,0.00015288054,0.000369503,0.00077666476,0.00047963316,0.000410781,0.00033810447,0.00016612289],"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":[0.00094213604,0.00007373351,0.016951472,0.00019952924,0.000019566765,0.00070327596,0.00058718503,0.0072966255,0.9655565,0.00037583493,0.00005717961,0.0072370437],"study_design_scores_gemma":[0.00003675131,0.0012787515,0.281987,0.00003710935,0.000036749312,0.0007259168,0.0014241831,0.015641177,0.6967593,0.0008376238,0.0011564346,0.00007911211],"about_ca_topic_score_codex":0.0014602712,"about_ca_topic_score_gemma":0.0019379256,"teacher_disagreement_score":0.0014602712,"about_ca_system_score_codex":0.00028584123,"about_ca_system_score_gemma":0.00022581841,"threshold_uncertainty_score":0.0040382147},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986243,0.000022648368,0.0009317131,0.000007352421,0.000006258561,0.000021418437,0.000072014955,0.000018866334,0.00029552015],"genre_scores_gemma":[0.9982533,0.000040440606,0.00082101923,0.00001043145,0.0000028396578,0.000025019692,0.00010912801,0.000004677132,0.0007331838],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995018,0.00005118927,0.000025045132,0.00009585292,0.00018202009,0.00014402406],"domain_scores_gemma":[0.9994822,0.0001576699,0.000074814925,0.00009071939,0.00012068501,0.00007390608],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039652246,0.0008728486,0.0005146592,0.00038098305,0.00043622564,0.00025477458,0.0005556838,0.0010593276,0.0030952413],"category_scores_gemma":[0.00073071115,0.0002478236,0.00030693144,0.00024122036,0.0007007716,0.00033989994,0.00054002705,0.00059470604,0.00036890883],"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":[0.0007823808,0.00039033272,0.0042111194,0.00012929137,0.000023536482,0.00031131823,0.0002769344,0.0060256906,0.98263806,0.000059733433,0.000063456515,0.0050881854],"study_design_scores_gemma":[0.000104318315,0.01621889,0.08846246,0.000035999976,0.000060326118,0.00038182843,0.0012000022,0.013097002,0.87875515,0.00014834543,0.0014925996,0.000043052736],"about_ca_topic_score_codex":0.00074562384,"about_ca_topic_score_gemma":0.0016572445,"teacher_disagreement_score":0.0030952413,"about_ca_system_score_codex":0.00016682496,"about_ca_system_score_gemma":0.00018384802,"threshold_uncertainty_score":0.0103545785},"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":"methods","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31818533,0.028971396,0.3587358,0.11569001,0.02617893,0.0005998307,0.00058324705,0.0011522274,0.14990324],"genre_scores_gemma":[0.7880515,0.008068441,0.09210377,0.021089729,0.0021189481,0.00020122425,0.00023793572,0.00011139195,0.08801701],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99940526,0.000090468864,0.000037894664,0.00012493267,0.00027327047,0.00006815201],"domain_scores_gemma":[0.99970657,0.00010599561,0.000028368859,0.00003215398,0.00010580323,0.00002105418],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013082947,0.0002673556,0.00014646255,0.0002384637,0.0009747614,0.00094546407,0.00088738505,0.0021755674,0.0028873151],"category_scores_gemma":[0.0012848049,0.00014154964,0.0004902324,0.00021109689,0.0008741678,0.0009904394,0.00038243845,0.0010112845,0.0004479687],"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":[0.0005470015,0.00024974014,0.0069992985,0.0019742737,0.00013467653,0.0033782288,0.0026213825,0.008576906,0.40263727,0.19226329,0.05969103,0.3209269],"study_design_scores_gemma":[0.00006766952,0.00074928306,0.007375762,0.00016480706,0.00009724832,0.0023151166,0.0015731079,0.004843005,0.24604592,0.01812887,0.71854705,0.00009204951],"about_ca_topic_score_codex":0.0019977943,"about_ca_topic_score_gemma":0.004889434,"teacher_disagreement_score":0.0028873151,"about_ca_system_score_codex":0.00068493263,"about_ca_system_score_gemma":0.0008664461,"threshold_uncertainty_score":0.009658992},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84736437,0.00008663907,0.1507641,0.000026553722,0.0000039407428,0.000021411342,0.00008635307,0.0002770996,0.0013695669],"genre_scores_gemma":[0.99510163,0.000017709537,0.004649123,0.0000019134548,8.5502376e-7,0.000008155439,0.000045236953,0.000012338197,0.00016315158],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994708,0.00014145723,0.000029251098,0.000080407495,0.00022311424,0.00005493543],"domain_scores_gemma":[0.997335,0.0016883365,0.00035904945,0.00018422968,0.0004074067,0.000025860742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017387997,0.00046822586,0.00036160677,0.00094983046,0.00016345146,0.00035661724,0.00046690725,0.0004321581,0.00054180215],"category_scores_gemma":[0.0048582656,0.00027598155,0.0006847431,0.000276381,0.00048592762,0.0004529849,0.00035756206,0.00029563054,0.000097816366],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009028386,0.000016648708,0.009471419,0.0000402927,0.000031706157,0.00013606051,0.00008448027,0.9641974,0.016499221,0.0014122152,0.000055993176,0.007964352],"study_design_scores_gemma":[0.0000025280538,0.000078132165,0.004006431,0.0000070385763,0.000014837649,0.00004157018,0.000020152047,0.9850926,0.01018071,0.00047142556,0.00007304866,0.000011559608],"about_ca_topic_score_codex":0.0027731194,"about_ca_topic_score_gemma":0.0022443368,"teacher_disagreement_score":0.0027731194,"about_ca_system_score_codex":0.0006022267,"about_ca_system_score_gemma":0.00029652083,"threshold_uncertainty_score":0.009195745},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992949,0.000020548936,0.00039494256,0.0000044668277,0.0000062079603,0.000004341462,0.00003233276,0.000030016545,0.00021229404],"genre_scores_gemma":[0.9993992,0.000017989036,0.00034433737,0.000003202236,0.0000014590106,0.0000026077082,0.000037320744,0.000007886013,0.00018600354],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99956733,0.000087896085,0.000036541085,0.000098403645,0.00010446651,0.00010529399],"domain_scores_gemma":[0.99865735,0.00041777003,0.00040806088,0.00015707097,0.0001717477,0.00018791118],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038153736,0.00076977623,0.00035710848,0.0005713236,0.00023504368,0.00038407708,0.00051420147,0.0004967857,0.0024848732],"category_scores_gemma":[0.0016816141,0.00041142193,0.00025301496,0.00028032213,0.0006024701,0.00035953417,0.0005237867,0.00034574317,0.0003759796],"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":[0.002977339,0.00040659882,0.030212574,0.00016088267,0.000055375087,0.0015923071,0.00034530507,0.035979763,0.9062521,0.00017614756,0.00021332728,0.021628289],"study_design_scores_gemma":[0.00012864081,0.015489895,0.34766734,0.000047839836,0.00020521974,0.0010095953,0.0013924007,0.024377549,0.607607,0.00007960523,0.0018708089,0.00012410509],"about_ca_topic_score_codex":0.0010647,"about_ca_topic_score_gemma":0.0026062129,"teacher_disagreement_score":0.0024848732,"about_ca_system_score_codex":0.0003225801,"about_ca_system_score_gemma":0.00017306722,"threshold_uncertainty_score":0.008312762},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99501604,0.00008709019,0.0033863704,0.000015178206,0.000014463339,0.000027482898,0.00017652128,0.00008538145,0.0011915471],"genre_scores_gemma":[0.9976834,0.00006208862,0.0012245724,0.00001080552,0.0000033271965,0.000013453575,0.00015613617,0.000009231422,0.0008369407],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994881,0.000039815008,0.000023516073,0.00005049705,0.00032465847,0.00007334214],"domain_scores_gemma":[0.99922204,0.00018189226,0.00014009843,0.00008235192,0.00026242467,0.00011121714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003591702,0.00069818244,0.0003308522,0.0011312464,0.00028257343,0.00019206225,0.0005329204,0.00058194774,0.0019680846],"category_scores_gemma":[0.0009559751,0.00024533767,0.00029928033,0.0006038115,0.0003952133,0.00022663524,0.00034559387,0.00030277934,0.000458046],"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":[0.0006182404,0.00011461858,0.0070742094,0.00015752229,0.000030233,0.0009849885,0.0003014624,0.0056619025,0.96675336,0.00014054535,0.0002925755,0.017870324],"study_design_scores_gemma":[0.00009796369,0.007536926,0.19383477,0.000062410116,0.00012902629,0.0013774937,0.0016304518,0.030279571,0.76071024,0.00021842014,0.0040090126,0.000113831426],"about_ca_topic_score_codex":0.0010030766,"about_ca_topic_score_gemma":0.0032167332,"teacher_disagreement_score":0.0019680846,"about_ca_system_score_codex":0.00019882356,"about_ca_system_score_gemma":0.00018858821,"threshold_uncertainty_score":0.006583929},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99893516,0.00007124613,0.00067566766,0.0000037121129,0.000003217803,0.0000033530068,0.00001272599,0.000017309821,0.00027757586],"genre_scores_gemma":[0.999331,0.000036932495,0.00046150322,0.0000033940373,0.0000011019708,0.0000017844941,0.000016276532,0.0000039201423,0.00014420078],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997241,0.000048030262,0.000020044576,0.000039236013,0.00011075965,0.000057846337],"domain_scores_gemma":[0.99939,0.00019711656,0.00017023848,0.00005342343,0.00010965185,0.00007962239],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002982546,0.00047490973,0.00026758944,0.0003595748,0.00018028464,0.00025915404,0.00024384586,0.00026093694,0.0008334162],"category_scores_gemma":[0.0007945952,0.0001933501,0.00018846238,0.00010886639,0.00031935214,0.00027251034,0.00036323827,0.00021098541,0.0001932572],"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":[0.00047671617,0.00008064577,0.0054071904,0.000114915274,0.000018607436,0.0002113553,0.000093542876,0.004181239,0.9822808,0.000049756916,0.000021414557,0.0070638293],"study_design_scores_gemma":[0.000011623631,0.001875005,0.022587761,0.000013370886,0.00005878681,0.00016079996,0.00017365941,0.00685322,0.9677041,0.000023153816,0.00052440725,0.000014029202],"about_ca_topic_score_codex":0.00037019118,"about_ca_topic_score_gemma":0.0015172715,"teacher_disagreement_score":0.0008334162,"about_ca_system_score_codex":0.00013496162,"about_ca_system_score_gemma":0.0001250739,"threshold_uncertainty_score":0.0027880669},"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":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006437557,0.02779961,0.07045055,0.0035279242,0.002125088,0.00004295871,0.00016034755,0.00034958989,0.88910633],"genre_scores_gemma":[0.019066995,0.016798906,0.018680587,0.00036694508,0.0004116207,0.00004278846,0.00019241874,0.00031402707,0.9441257],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99928916,0.00010298659,0.000027753804,0.00005252852,0.00048376777,0.000043817618],"domain_scores_gemma":[0.9995378,0.0001432389,0.000019011453,0.000060729293,0.00018741439,0.000051681545],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00091083895,0.0007243179,0.0004010037,0.0012069185,0.00078233465,0.0033169864,0.0009089156,0.0011031511,0.044230368],"category_scores_gemma":[0.0016657559,0.0003402423,0.00030785284,0.0017227608,0.0010444829,0.0019723393,0.0013986443,0.0011464986,0.011124766],"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":[0.000018354329,0.000060921484,0.00029434304,0.0002769438,0.000005786511,0.00013111588,0.0005689652,0.005825317,0.0023007947,0.27148524,0.11131727,0.60771495],"study_design_scores_gemma":[0.0000015585889,0.000022268203,0.00024869156,0.00016868942,0.0000019789695,0.00009652226,0.00018890537,0.0015824903,0.0011090061,0.028550485,0.9680215,0.000007922198],"about_ca_topic_score_codex":0.0026525487,"about_ca_topic_score_gemma":0.007734828,"teacher_disagreement_score":0.044230368,"about_ca_system_score_codex":0.0013498103,"about_ca_system_score_gemma":0.0014382395,"threshold_uncertainty_score":0.14796531},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980153,0.0004287551,0.0008270148,0.000011665992,0.0000137365805,0.000006613134,0.00006917922,0.000015511305,0.00061222387],"genre_scores_gemma":[0.9978108,0.000291686,0.00089450204,0.000015201573,0.0000037836967,0.000006937793,0.000094144416,0.000007725745,0.0008752146],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982893,0.000017979874,0.000012464893,0.000025120413,0.00009127999,0.00002410518],"domain_scores_gemma":[0.99962234,0.000060834078,0.00013034062,0.000019138459,0.00009933159,0.0000678527],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017850875,0.0004009838,0.00013250891,0.00038267332,0.00009401751,0.00014379458,0.00012851525,0.00021421388,0.00089864584],"category_scores_gemma":[0.0004017174,0.00013268947,0.0001461325,0.0002751975,0.00017520982,0.00024391492,0.00017448943,0.00026943572,0.0001400942],"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":[0.000050726758,0.0000098388955,0.0006031145,0.00004359254,0.000004878058,0.000046158086,0.000019576108,0.00018477344,0.99671257,0.00002761964,0.00001567245,0.0022814092],"study_design_scores_gemma":[0.0000029168743,0.0003502749,0.0073241983,0.000006916384,0.000014101405,0.00008162392,0.000038698014,0.0008456161,0.9905021,0.0000129918135,0.00081308145,0.000007414764],"about_ca_topic_score_codex":0.0005223189,"about_ca_topic_score_gemma":0.0014013462,"teacher_disagreement_score":0.00089864584,"about_ca_system_score_codex":0.00010482798,"about_ca_system_score_gemma":0.00015380625,"threshold_uncertainty_score":0.003006339},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016745003,0.00010529573,0.9783151,0.0000312566,0.000019990071,0.00029628354,0.00015322337,0.00039510216,0.0039387196],"genre_scores_gemma":[0.44390357,0.0005279264,0.54825115,0.000040084826,0.000017140592,0.0013347986,0.000277471,0.0001289299,0.0055189594],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994248,0.00012112083,0.00004845075,0.000078781755,0.00028693984,0.00003992766],"domain_scores_gemma":[0.9995844,0.00012637049,0.00009465543,0.00007047966,0.00010992113,0.000014287274],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070772565,0.000772122,0.00073192944,0.00070857466,0.0003536651,0.0007664644,0.0009287432,0.00070007035,0.0037687153],"category_scores_gemma":[0.0008578271,0.0005448109,0.0008963161,0.0003569882,0.00046856963,0.00036726365,0.0007872033,0.0006460946,0.0014815313],"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":[0.000089107976,0.000093720715,0.0009835087,0.00055682025,0.000031993783,0.00027878393,0.00017383251,0.814816,0.08925131,0.008421011,0.0007394736,0.08456446],"study_design_scores_gemma":[0.000036697893,0.00065364974,0.0012888353,0.000054286626,0.000057977322,0.00025251586,0.000084121115,0.95410866,0.02593682,0.0028321585,0.014646869,0.00004742733],"about_ca_topic_score_codex":0.0021928342,"about_ca_topic_score_gemma":0.0023538072,"teacher_disagreement_score":0.0037687153,"about_ca_system_score_codex":0.00046173678,"about_ca_system_score_gemma":0.0009749867,"threshold_uncertainty_score":0.012607574},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5739079,0.05803894,0.048740473,0.0007436256,0.0011879352,0.000267977,0.0007452763,0.0008551344,0.3155126],"genre_scores_gemma":[0.85417765,0.013669812,0.012272649,0.00013737081,0.00011483739,0.000040309755,0.00025684913,0.00011315646,0.11921736],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999211,0.0000050391286,0.000002209722,0.000010104651,0.00005307097,0.000008444426],"domain_scores_gemma":[0.9999739,0.000006990131,0.0000036022145,0.000003918873,0.00000841548,0.0000031245825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010466557,0.000445495,0.00023247396,0.00064271275,0.00018091386,0.000582453,0.0004408592,0.0003107977,0.004474901],"category_scores_gemma":[0.00013511871,0.00012496709,0.00016007487,0.0009587941,0.00029763338,0.00042529288,0.00024901473,0.0005265396,0.0005829225],"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":[0.00022328923,0.00020221541,0.0004623317,0.0009236855,0.00002155206,0.0005053469,0.00017213299,0.009761666,0.68155515,0.01677065,0.003443732,0.28595832],"study_design_scores_gemma":[0.00004075053,0.00054779695,0.0045396686,0.00014167934,0.0000584034,0.00064213265,0.00014517354,0.008727758,0.8126052,0.004963538,0.16755989,0.000027999524],"about_ca_topic_score_codex":0.0010025974,"about_ca_topic_score_gemma":0.0035761187,"teacher_disagreement_score":0.004474901,"about_ca_system_score_codex":0.00039200255,"about_ca_system_score_gemma":0.00027051373,"threshold_uncertainty_score":0.014970064},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96300304,0.00018481449,0.025444632,0.000021574684,0.0000100571,0.00008874788,0.008797096,0.0007209797,0.0017289491],"genre_scores_gemma":[0.97874707,0.00008340181,0.007696723,0.000008377452,0.000004005597,0.00006140199,0.013082625,0.00005966242,0.0002568283],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99779034,0.00030442246,0.00029777663,0.0007401421,0.000797467,0.00006996223],"domain_scores_gemma":[0.9912248,0.002683771,0.0011950455,0.003004734,0.0017489583,0.00014257609],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023545385,0.000555763,0.00052614696,0.0027978467,0.00017784888,0.0011646565,0.0012657389,0.00048505247,0.00079133734],"category_scores_gemma":[0.009283762,0.0002404539,0.00042993372,0.0026474118,0.00034666897,0.0008311852,0.00052949664,0.00027429799,0.00047277263],"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":[0.0012002357,0.00082402304,0.3752604,0.0003494761,0.0007378307,0.00044676705,0.0004192764,0.4156555,0.049897198,0.0012677707,0.0023390355,0.15160246],"study_design_scores_gemma":[0.000064630956,0.0006746989,0.37529936,0.000056374218,0.00023594286,0.00089227484,0.00025725624,0.5508797,0.064402916,0.0010859739,0.0059852903,0.00016551318],"about_ca_topic_score_codex":0.0052201007,"about_ca_topic_score_gemma":0.004997713,"teacher_disagreement_score":0.0052201007,"about_ca_system_score_codex":0.000717947,"about_ca_system_score_gemma":0.00043449196,"threshold_uncertainty_score":0.012452126},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12851755,0.0001443347,0.86930877,0.000053084,0.000013362577,0.00004796961,0.00014886938,0.0009509572,0.00081511715],"genre_scores_gemma":[0.90845776,0.000089755864,0.08955294,0.00001699304,0.000006038951,0.00009639671,0.00035646194,0.00012379307,0.0012998735],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991604,0.00037179922,0.000038631497,0.0001722112,0.00020286407,0.000054128537],"domain_scores_gemma":[0.99648404,0.002237411,0.0003035696,0.00031254924,0.0005967038,0.00006563025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0028826403,0.00079371093,0.00077610736,0.0008653483,0.000362993,0.00092588365,0.0014150228,0.0014142691,0.0013804527],"category_scores_gemma":[0.007068446,0.0008060848,0.00070074986,0.0005752235,0.000511478,0.00096342753,0.00091414625,0.0010578431,0.0007781353],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037438404,0.000027873086,0.001350648,0.000024270776,0.000016476048,0.000013430632,0.00001557407,0.98183584,0.0015462029,0.0006004684,0.000090542766,0.014441288],"study_design_scores_gemma":[0.0000018196207,0.000009870607,0.00025627532,0.0000025118504,0.0000023620673,0.0000036112256,0.0000034518941,0.99871373,0.00066667184,0.0002924811,0.000043357915,0.0000038167686],"about_ca_topic_score_codex":0.005429631,"about_ca_topic_score_gemma":0.003990811,"teacher_disagreement_score":0.005429631,"about_ca_system_score_codex":0.00080381316,"about_ca_system_score_gemma":0.0009338088,"threshold_uncertainty_score":0.01524508},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76359814,0.021285232,0.02193416,0.00489915,0.0005540757,0.00017530684,0.00079342397,0.0006336357,0.18612681],"genre_scores_gemma":[0.96106285,0.005006041,0.007250266,0.00016508848,0.000052308606,0.000016397842,0.00015170073,0.00003988061,0.026255446],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990953,0.00012024031,0.000025059477,0.00006270365,0.00059136027,0.00010537081],"domain_scores_gemma":[0.99918205,0.0002205637,0.000056347275,0.0000973602,0.00040448384,0.000039115763],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007284307,0.00042946814,0.0002480276,0.0022325432,0.0012354297,0.0011558782,0.0006339632,0.0014833777,0.0065645166],"category_scores_gemma":[0.0012603248,0.00021603056,0.00048137872,0.0015712985,0.00091664033,0.00031622307,0.0007608301,0.00041195174,0.0009172846],"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":[0.0010344103,0.0002616765,0.009559149,0.001413742,0.000053106785,0.003359794,0.002344899,0.04878476,0.3526136,0.011623779,0.010702579,0.5582486],"study_design_scores_gemma":[0.000098249,0.0025828434,0.097503014,0.0009446365,0.00018633195,0.0041488013,0.009917622,0.050034255,0.33096024,0.0076906113,0.49565804,0.00027527154],"about_ca_topic_score_codex":0.075167365,"about_ca_topic_score_gemma":0.17928436,"teacher_disagreement_score":0.075167365,"about_ca_system_score_codex":0.0023537322,"about_ca_system_score_gemma":0.002306221,"threshold_uncertainty_score":0.14945966},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97571975,0.00015787728,0.020956896,0.000036007514,0.00003375742,0.00006531819,0.0004914147,0.00027879555,0.00226018],"genre_scores_gemma":[0.98839754,0.00008309578,0.009969797,0.000011168144,0.0000043865325,0.00005935213,0.0002112947,0.000024357949,0.0012390709],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996997,0.000033019518,0.000033799195,0.00006477324,0.00014094138,0.000027744454],"domain_scores_gemma":[0.9995023,0.000109451226,0.00006259223,0.00009741983,0.00020633457,0.000021899914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045327796,0.00030748587,0.00032266253,0.0005038773,0.00039246172,0.0003462371,0.00033576696,0.00039674572,0.0020265393],"category_scores_gemma":[0.0009004287,0.00015002454,0.00030299678,0.00049003155,0.00026997083,0.00035602428,0.00036285789,0.0003319017,0.0005220372],"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":[0.00044282404,0.00036480153,0.0065119886,0.00015219464,0.000025938967,0.0001212999,0.000193421,0.017436936,0.94853765,0.0004460308,0.00036439783,0.025402652],"study_design_scores_gemma":[0.00002493135,0.00089689676,0.014347454,0.000020283005,0.000041203435,0.00015354349,0.00021645917,0.08077807,0.89781773,0.00024589305,0.0054247486,0.00003280116],"about_ca_topic_score_codex":0.001359316,"about_ca_topic_score_gemma":0.002487805,"teacher_disagreement_score":0.0020265393,"about_ca_system_score_codex":0.00023890017,"about_ca_system_score_gemma":0.00032397316,"threshold_uncertainty_score":0.0067794323},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.963563,0.0042211167,0.027589714,0.00006677938,0.000033604312,0.00004814344,0.0001168146,0.00020058217,0.004160163],"genre_scores_gemma":[0.9776495,0.0014326118,0.017293572,0.00002333144,0.000007747555,0.00001847638,0.000099884644,0.000040099163,0.0034348238],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971825,0.00004888844,0.000019542593,0.00006272408,0.00011273712,0.00003779272],"domain_scores_gemma":[0.99985135,0.00002583201,0.000058887963,0.000025298163,0.000026135314,0.000012569145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029592437,0.00035008564,0.0002371663,0.00065709295,0.0002174959,0.0004369577,0.00039443007,0.00029163464,0.0013585498],"category_scores_gemma":[0.0002420396,0.00017790792,0.00032149968,0.00036306863,0.00028618702,0.00048272297,0.0003831402,0.00024644917,0.00048770718],"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":[0.0002202652,0.000042154534,0.00082721526,0.0002754142,0.00001730253,0.00013985108,0.0000895484,0.0013981521,0.9704809,0.00040790864,0.000051348736,0.026049878],"study_design_scores_gemma":[0.000004841506,0.00038808383,0.0009208174,0.000017582555,0.000024703468,0.000151531,0.000034002955,0.001016705,0.993507,0.000038834925,0.0038875835,0.00000830142],"about_ca_topic_score_codex":0.00029794566,"about_ca_topic_score_gemma":0.0017669542,"teacher_disagreement_score":0.0013585498,"about_ca_system_score_codex":0.00020427948,"about_ca_system_score_gemma":0.00023885122,"threshold_uncertainty_score":0.0045447946},"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":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39439484,0.004203265,0.09430766,0.016200129,0.0002364305,0.00067675876,0.0018344527,0.0010000449,0.4871465],"genre_scores_gemma":[0.8582717,0.0037314857,0.051565442,0.00077883137,0.000016077964,0.00012611071,0.00055252196,0.00017260632,0.084785186],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.998086,0.00012569284,0.000049406663,0.00009806169,0.0012924451,0.000348426],"domain_scores_gemma":[0.99863213,0.0000788822,0.000056280023,0.00003484476,0.0010591892,0.00013869788],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008758477,0.000422932,0.00022498732,0.00092841755,0.0031181031,0.0030922736,0.0011129042,0.00072737393,0.004531741],"category_scores_gemma":[0.0016796931,0.00031965796,0.00036870225,0.0015184828,0.0010393913,0.0005052494,0.0009894614,0.00070434593,0.0005420178],"study_design_candidate":"not_applicable","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":[0.00017856393,0.0001610923,0.045366,0.00075877545,0.0000826491,0.0023534468,0.0026226945,0.15352443,0.045270767,0.090720765,0.049029797,0.60993093],"study_design_scores_gemma":[0.00006979823,0.00044639842,0.11489685,0.0006631069,0.00016215998,0.0016656045,0.025316555,0.09093716,0.034259625,0.022048961,0.70919186,0.0003419928],"about_ca_topic_score_codex":0.9081609,"about_ca_topic_score_gemma":0.9855781,"teacher_disagreement_score":0.091839075,"about_ca_system_score_codex":0.0311739,"about_ca_system_score_gemma":0.052678153,"threshold_uncertainty_score":0.22618353},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94851124,0.00017085431,0.031158023,0.0002508693,0.000041661453,0.00011036003,0.0007988132,0.0003125557,0.018645685],"genre_scores_gemma":[0.9892798,0.000115430514,0.00563795,0.000022621554,0.000004102425,0.000075031814,0.00022449078,0.000025165511,0.0046153786],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998776,0.000016967426,0.00000779404,0.000021727717,0.00003797764,0.00003796011],"domain_scores_gemma":[0.99981946,0.00006069979,0.00003786867,0.000013373135,0.000046185673,0.000022304112],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022543891,0.00046361846,0.0004780504,0.00037480207,0.00052176113,0.0010489244,0.0006959209,0.0012261588,0.002014369],"category_scores_gemma":[0.00062952156,0.00028834707,0.00043929424,0.00034149943,0.00059898983,0.00044557595,0.00045820393,0.00032486639,0.00031915732],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006728047,0.000028390701,0.0017869849,0.000034812198,0.000007683454,0.00023503936,0.00006428401,0.9817599,0.01311409,0.0009821099,0.00017147652,0.0017480099],"study_design_scores_gemma":[0.000013845954,0.000077832214,0.0012313713,0.000008914718,0.0000073845076,0.00002346199,0.000059541875,0.9951649,0.0027508894,0.00019262577,0.000457371,0.000011842642],"about_ca_topic_score_codex":0.015428022,"about_ca_topic_score_gemma":0.009744553,"teacher_disagreement_score":0.015428022,"about_ca_system_score_codex":0.0007627237,"about_ca_system_score_gemma":0.0008926794,"threshold_uncertainty_score":0.030676425},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9567455,0.00027073175,0.03249937,0.000075254524,0.000020485457,0.000045258577,0.00015741333,0.00012244722,0.010063473],"genre_scores_gemma":[0.99491334,0.00005266758,0.004294985,0.000005359341,0.00000208991,0.000010234896,0.00002665461,0.0000148239,0.00067976],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998771,0.000028663404,0.000004059996,0.00001721062,0.000029894723,0.000043042655],"domain_scores_gemma":[0.9993814,0.0003168536,0.000085847605,0.000045473727,0.000114906805,0.000055350258],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003278311,0.0006463899,0.0007650388,0.000656068,0.00047649455,0.00074744725,0.0008463613,0.0013631177,0.002150062],"category_scores_gemma":[0.0015161198,0.00040150477,0.0004282595,0.00070766493,0.0005106576,0.0005617424,0.0006293299,0.0003812803,0.00022237882],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054743974,0.000054204367,0.0008267871,0.00004022134,0.00001041673,0.00008864325,0.00001779259,0.99319506,0.001412283,0.00037412214,0.00010393674,0.0038218275],"study_design_scores_gemma":[0.000008606463,0.00006275152,0.00046001113,0.0000035124813,0.0000076408005,0.000012020519,0.000026790867,0.99889165,0.00036600252,0.000085585605,0.00007098159,0.0000044946405],"about_ca_topic_score_codex":0.016967334,"about_ca_topic_score_gemma":0.020182574,"teacher_disagreement_score":0.016967334,"about_ca_system_score_codex":0.00057016785,"about_ca_system_score_gemma":0.0010338653,"threshold_uncertainty_score":0.033737123},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988789,0.00012560317,0.00024097589,0.000010050779,0.000005538046,0.0000030664748,0.00006944866,0.000014115676,0.00065218797],"genre_scores_gemma":[0.9997098,0.000025050413,0.000044708966,0.000002783735,6.272923e-7,6.6814096e-7,0.000021153246,0.0000027611106,0.00019250491],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982685,0.00001612194,0.000010677986,0.00002258349,0.000053418247,0.00007034069],"domain_scores_gemma":[0.9988802,0.0005758341,0.00012022622,0.000068156296,0.00020941226,0.0001461214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002009898,0.0002436927,0.00023227121,0.0003059912,0.00018875209,0.0003109566,0.00028817836,0.00032573228,0.004377949],"category_scores_gemma":[0.0012030578,0.00026276364,0.00030007,0.00020895281,0.00038586106,0.0003118633,0.0002507116,0.0004116326,0.00034125583],"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":[0.0017864743,0.00008559103,0.0049253316,0.00015561329,0.000035513647,0.0002630116,0.00007816948,0.00909194,0.9784112,0.00018956864,0.00012916012,0.00484847],"study_design_scores_gemma":[0.000033755656,0.00082941883,0.05983798,0.000013933482,0.00006533491,0.00015340146,0.00015749056,0.017663917,0.9206929,0.00007575767,0.00044519416,0.000030979212],"about_ca_topic_score_codex":0.0024804415,"about_ca_topic_score_gemma":0.002930232,"teacher_disagreement_score":0.004377949,"about_ca_system_score_codex":0.00023505781,"about_ca_system_score_gemma":0.00025403115,"threshold_uncertainty_score":0.014645755},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993604,0.00009570317,0.00026677345,0.000007118044,0.0000013836566,0.000004057627,0.00005107987,0.0000062737367,0.0002071963],"genre_scores_gemma":[0.998889,0.0000991416,0.00040470008,0.0000057850652,7.43685e-7,0.0000046570653,0.000086500884,0.0000030415283,0.000506395],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975044,0.000016432812,0.00001909229,0.00003865744,0.00012917313,0.000046176756],"domain_scores_gemma":[0.99953663,0.00008032581,0.00012948316,0.000025783866,0.00016968831,0.0000581162],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016397377,0.0002990818,0.00016128307,0.00036735783,0.00028595954,0.00025741573,0.0001981755,0.00023926288,0.00078046304],"category_scores_gemma":[0.0004419473,0.00015432658,0.00015446791,0.00033528046,0.00038920628,0.0002663313,0.00020328136,0.00028147374,0.000132175],"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":[0.00012369064,0.000011233718,0.0072761434,0.000040006707,0.0000067942065,0.000110972585,0.00014813818,0.0003183816,0.9895782,0.0000120539635,0.000015294694,0.0023589141],"study_design_scores_gemma":[0.0000023721384,0.00047890758,0.082489185,0.0000074814284,0.000019301253,0.00015320088,0.00039498557,0.0010017944,0.91478264,0.000007786655,0.00064625347,0.000016028152],"about_ca_topic_score_codex":0.01895268,"about_ca_topic_score_gemma":0.05043641,"teacher_disagreement_score":0.01895268,"about_ca_system_score_codex":0.0005453034,"about_ca_system_score_gemma":0.0003979776,"threshold_uncertainty_score":0.03768468},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8230712,0.0008159827,0.17175604,0.00012573767,0.000059098147,0.000059276124,0.00011556001,0.00083953555,0.0031577426],"genre_scores_gemma":[0.9836056,0.00015903369,0.015255344,0.000011962054,0.000008428735,0.000009289946,0.0000468496,0.000008220003,0.0008951018],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997991,0.000022671638,0.000011951284,0.00004717989,0.00008678653,0.000032418993],"domain_scores_gemma":[0.9998318,0.000018494302,0.000038183407,0.00003941314,0.00005193384,0.000020196256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001976803,0.00044673207,0.0003329777,0.00059250323,0.0002934545,0.00037785742,0.0005307758,0.0003425502,0.0008305977],"category_scores_gemma":[0.00023791344,0.0001445977,0.0003115578,0.0003559564,0.00027651992,0.00034640616,0.00057199784,0.0001656929,0.00034702296],"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":[0.00029535283,0.000089609064,0.008688966,0.00029950956,0.000045364137,0.0012552388,0.00027458943,0.036856763,0.8396491,0.0010966382,0.0004967755,0.11095216],"study_design_scores_gemma":[0.000056242836,0.001985696,0.023813834,0.000059682923,0.00019983776,0.0019564044,0.0008824566,0.18942463,0.7592934,0.001149328,0.021087464,0.00009104127],"about_ca_topic_score_codex":0.0006347891,"about_ca_topic_score_gemma":0.0014681296,"teacher_disagreement_score":0.0008305977,"about_ca_system_score_codex":0.00020273839,"about_ca_system_score_gemma":0.0002883281,"threshold_uncertainty_score":0.0027785897},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954912,0.000013543875,0.0017759921,0.000018655375,0.00001253593,0.00001670953,0.00021804281,0.00006146322,0.0023918825],"genre_scores_gemma":[0.9984034,0.000015704472,0.00063586683,0.0000031712395,0.0000013891853,0.000008653087,0.00009465158,0.0000063846114,0.00083080307],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981326,0.000019403973,0.000008475318,0.000042742373,0.00004558271,0.00007061948],"domain_scores_gemma":[0.99951744,0.0001753142,0.00006442226,0.00007517051,0.00009097341,0.000076563614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002064465,0.0003715806,0.0003882515,0.0002783264,0.0004908111,0.00067763356,0.0010188144,0.0009563322,0.003717863],"category_scores_gemma":[0.00056901586,0.00027184992,0.00038433,0.0003140946,0.00062488555,0.00031146573,0.00031884195,0.0004396614,0.00040667114],"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":[0.0011780034,0.0014423305,0.008972261,0.00013602154,0.00003474255,0.00078544713,0.00025776585,0.8706443,0.108228534,0.0012831975,0.00082744006,0.0062098973],"study_design_scores_gemma":[0.00009483418,0.0013072671,0.013174191,0.00001264657,0.000031724267,0.000056550147,0.00031002457,0.9557088,0.028600045,0.00023532311,0.00044369767,0.000024961695],"about_ca_topic_score_codex":0.0071436483,"about_ca_topic_score_gemma":0.0067954045,"teacher_disagreement_score":0.0071436483,"about_ca_system_score_codex":0.00045599503,"about_ca_system_score_gemma":0.0007275666,"threshold_uncertainty_score":0.0142041445},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99710995,0.00023524027,0.00048213537,0.000015169225,0.0000034424781,0.000015336622,0.000585055,0.000009092976,0.0015446992],"genre_scores_gemma":[0.99815255,0.00017652588,0.00042558333,0.000009062502,0.000002303842,0.000009878269,0.00034238532,0.0000035836067,0.00087815424],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990296,0.000011456373,0.000010224161,0.000017584112,0.000035565386,0.000022225517],"domain_scores_gemma":[0.99970406,0.00003847826,0.000070878596,0.000019862184,0.00013167215,0.000034955756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002757748,0.00040093833,0.00021798792,0.0012776976,0.00038347946,0.0006320288,0.00017555564,0.00015736422,0.0019592452],"category_scores_gemma":[0.00032876414,0.00017980378,0.0002125069,0.0015025659,0.00022071894,0.00028255,0.00019436896,0.00012053258,0.00042681693],"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":[0.00037617193,0.0000776017,0.81813496,0.0003236119,0.00010832243,0.0008276189,0.0009297248,0.008429552,0.12655552,0.0005493176,0.00080579927,0.042881727],"study_design_scores_gemma":[0.000006419487,0.00013048772,0.977805,0.000020538595,0.000041699182,0.00015433723,0.00079206424,0.0043581007,0.014576248,0.00008645291,0.0020077485,0.000020769961],"about_ca_topic_score_codex":0.08277612,"about_ca_topic_score_gemma":0.16036898,"teacher_disagreement_score":0.08277612,"about_ca_system_score_codex":0.00082404976,"about_ca_system_score_gemma":0.00071425264,"threshold_uncertainty_score":0.16458863},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99884903,0.00025655044,0.00052863645,0.000004457861,0.0000012638716,0.0000048575816,0.000012663019,0.000006674508,0.0003358132],"genre_scores_gemma":[0.99867463,0.00020730842,0.00067431293,0.0000055328123,7.8940417e-7,0.0000031663253,0.000026250198,0.0000027133299,0.00040528618],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996834,0.000072049545,0.000018360588,0.00005031768,0.00012362617,0.00005231393],"domain_scores_gemma":[0.99975187,0.000037827347,0.00010436241,0.000016608998,0.00006379279,0.000025591236],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002270018,0.0002780986,0.00027296253,0.0005470252,0.00020053938,0.0005281387,0.0002582316,0.00036686574,0.00058504764],"category_scores_gemma":[0.00031324683,0.00014691519,0.000254907,0.00044902985,0.00023195829,0.00033943055,0.00025694567,0.00015132448,0.00017267559],"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":[0.00054073834,0.000091823924,0.019513654,0.00025338147,0.0000203726,0.0004369165,0.0001301463,0.0022824535,0.960636,0.00013465884,0.000023068962,0.015936784],"study_design_scores_gemma":[0.000008289273,0.002022132,0.034047436,0.000026698452,0.000066819855,0.0006320639,0.00049979205,0.0032444794,0.9579796,0.00008414876,0.0013749637,0.000013477368],"about_ca_topic_score_codex":0.0010777428,"about_ca_topic_score_gemma":0.0030052043,"teacher_disagreement_score":0.0010777428,"about_ca_system_score_codex":0.0002613368,"about_ca_system_score_gemma":0.00030644372,"threshold_uncertainty_score":0.0021430254},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8779121,0.0025578865,0.111143485,0.00027930253,0.00008757762,0.000117353185,0.00067956425,0.0006101674,0.00661262],"genre_scores_gemma":[0.9796348,0.0004172241,0.017598279,0.000056701498,0.000019664856,0.00003898888,0.0002235411,0.00006773188,0.0019431591],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99770784,0.0003881574,0.00015783295,0.00032482593,0.0013077232,0.000113625145],"domain_scores_gemma":[0.90103954,0.07739657,0.0059998357,0.0025462036,0.012257022,0.00076076185],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0029848604,0.0006847265,0.00030332053,0.0012550439,0.0002681651,0.00053406076,0.0010898701,0.00069126085,0.003252728],"category_scores_gemma":[0.02499429,0.0004958832,0.000305353,0.001000624,0.0004860077,0.001035726,0.00034040373,0.000759389,0.0012602252],"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":[0.0016324978,0.00036477536,0.15386766,0.00037432712,0.00019951134,0.00025603693,0.00023793953,0.017380029,0.71970004,0.00112028,0.00087803823,0.10398887],"study_design_scores_gemma":[0.0000421464,0.0016556572,0.19039164,0.00006531579,0.00020316987,0.001544551,0.00024254016,0.11147064,0.6899277,0.0014053041,0.00287578,0.00017563665],"about_ca_topic_score_codex":0.0019849176,"about_ca_topic_score_gemma":0.0057779555,"teacher_disagreement_score":0.003252728,"about_ca_system_score_codex":0.0005144292,"about_ca_system_score_gemma":0.0006603861,"threshold_uncertainty_score":0.015785694},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99929893,0.000036555666,0.0004102739,0.0000034072832,0.0000026189302,0.0000068232052,0.00006036859,0.00001223453,0.00016884014],"genre_scores_gemma":[0.99859124,0.00005662939,0.00067389855,0.000003818215,0.0000017426967,0.000014460951,0.00011053479,0.000007141888,0.0005404053],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99959236,0.000039934846,0.000028909777,0.00006425099,0.00019915697,0.00007542411],"domain_scores_gemma":[0.99909425,0.0002339841,0.00016467345,0.00009502071,0.00024536924,0.00016666477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004940265,0.0005671178,0.00030698557,0.0007305309,0.00028266103,0.00025031777,0.00047709857,0.00045896103,0.0014844608],"category_scores_gemma":[0.0008701348,0.00019177697,0.00021652652,0.00045560504,0.00039173657,0.00044944976,0.0005585393,0.00024684024,0.0003129695],"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":[0.0007620022,0.00014013829,0.005889077,0.00013427893,0.000012473913,0.0001789175,0.00040195556,0.004013607,0.9755755,0.00005218249,0.00006450797,0.012775363],"study_design_scores_gemma":[0.000031587973,0.0073439754,0.05950522,0.000027771579,0.000049793474,0.00017825642,0.0009806292,0.010187168,0.9200102,0.00012397088,0.0015238759,0.000037538837],"about_ca_topic_score_codex":0.0010261842,"about_ca_topic_score_gemma":0.0025435332,"teacher_disagreement_score":0.0014844608,"about_ca_system_score_codex":0.00017600282,"about_ca_system_score_gemma":0.00015208073,"threshold_uncertainty_score":0.0049660206},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9867627,0.0000933231,0.010739559,0.00006062766,0.000012250295,0.000021685062,0.000109885696,0.0000669452,0.0021330104],"genre_scores_gemma":[0.99566406,0.000053903033,0.003371588,0.000005071814,0.0000016349679,0.000011503463,0.00006302143,0.0000071040154,0.00082202104],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998776,0.000021030728,0.000009903678,0.00002423003,0.000037690108,0.000029604897],"domain_scores_gemma":[0.9997582,0.00009741857,0.000053445816,0.000028880922,0.000038910923,0.000023260756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028545235,0.00042367872,0.00037370797,0.00053905405,0.00032106444,0.0004611777,0.00058804324,0.0008940729,0.0011610112],"category_scores_gemma":[0.00076407177,0.00020035169,0.00043664608,0.00046613213,0.00053490896,0.0004174419,0.0003401523,0.00030340525,0.00014741742],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014442555,0.000120618686,0.010903508,0.000107245905,0.000024988587,0.0006344766,0.00016418022,0.93930596,0.038609598,0.0012189003,0.00018151321,0.008584653],"study_design_scores_gemma":[0.000009153412,0.000074820804,0.003494992,0.0000073518313,0.0000072158523,0.00006056025,0.00007708655,0.9921341,0.0038283528,0.00010197944,0.00019378337,0.000010635372],"about_ca_topic_score_codex":0.0071817148,"about_ca_topic_score_gemma":0.006346047,"teacher_disagreement_score":0.0071817148,"about_ca_system_score_codex":0.00034930868,"about_ca_system_score_gemma":0.00046986676,"threshold_uncertainty_score":0.014279783},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00025514918,0.99845576,0.00023212684,0.00007558981,0.00012763828,0.0000066145953,0.000047418245,0.000004611245,0.00079496845],"genre_scores_gemma":[0.0009340923,0.9977012,0.00044070976,0.00009355959,0.000088814835,0.0000073420665,0.000056418998,0.0000023631474,0.00067537156],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99962604,0.000046688892,0.00007309709,0.000074076896,0.00015460936,0.00002559258],"domain_scores_gemma":[0.9993622,0.0003369299,0.00012144634,0.000016975086,0.00014441901,0.000018194803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00087783753,0.0014280805,0.0017900238,0.0035167432,0.000260413,0.0010626024,0.0011255033,0.0012476352,0.00439462],"category_scores_gemma":[0.0011795554,0.0005702554,0.00088903244,0.0037305753,0.00043043893,0.0014181028,0.000610359,0.0009878832,0.0013955381],"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":[0.00007538335,0.00012487484,0.00021143843,0.07474915,0.00015744344,0.00014680256,0.00006706371,0.0012132981,0.0052038906,0.003605692,0.018821727,0.89562327],"study_design_scores_gemma":[0.000015758942,0.00023015916,0.0013977477,0.013262922,0.00037237335,0.0005942385,0.000079489466,0.0002534974,0.0017754607,0.0014086204,0.98056674,0.00004305099],"about_ca_topic_score_codex":0.002069302,"about_ca_topic_score_gemma":0.0046223802,"teacher_disagreement_score":0.00439462,"about_ca_system_score_codex":0.00050908566,"about_ca_system_score_gemma":0.001277464,"threshold_uncertainty_score":0.014701486},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56540024,0.00090246694,0.40274036,0.0006998712,0.0001815655,0.00031398868,0.00094412634,0.0011034366,0.027713947],"genre_scores_gemma":[0.95789856,0.00025623836,0.038983624,0.00004493134,0.000013506308,0.00014103053,0.0002114028,0.00006229259,0.00238842],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996425,0.00010695844,0.00003156841,0.000044164055,0.00013399623,0.000040860305],"domain_scores_gemma":[0.9990375,0.00039490877,0.00009916465,0.00016593514,0.0002611562,0.00004128464],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000689955,0.00063935923,0.0008738934,0.00041941876,0.00047524035,0.0008137744,0.001923473,0.001495473,0.0033118024],"category_scores_gemma":[0.0022697041,0.00041076748,0.0005826359,0.0004344159,0.0005510356,0.0007297119,0.00068111497,0.00073496567,0.0006623527],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000080321,0.00007165986,0.0021168154,0.00014200645,0.000022427965,0.0001387235,0.000096844604,0.9785957,0.0072886418,0.0024891081,0.00020507869,0.008752824],"study_design_scores_gemma":[0.000009097251,0.000022797409,0.00020705724,0.000011521288,0.00000407157,0.000018976527,0.000031486146,0.9979918,0.0010621751,0.00020258971,0.00043368002,0.0000048133757],"about_ca_topic_score_codex":0.01582174,"about_ca_topic_score_gemma":0.008660002,"teacher_disagreement_score":0.01582174,"about_ca_system_score_codex":0.00043326916,"about_ca_system_score_gemma":0.001443496,"threshold_uncertainty_score":0.03145933},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990938,0.00032792683,0.00010906792,0.0000111298405,0.000015578631,0.0000044489075,0.000104169165,0.000005875847,0.00032815424],"genre_scores_gemma":[0.99933857,0.00016235349,0.00012042533,0.000013110979,0.0000038239455,0.0000020165464,0.00006560687,0.000003593707,0.00029045527],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982196,0.000025684845,0.000018361121,0.000029208513,0.000039662216,0.00006513986],"domain_scores_gemma":[0.9994741,0.00021282717,0.00007934104,0.000029040228,0.000096226504,0.00010838131],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017699928,0.00028845295,0.00022014158,0.00019758138,0.00017641026,0.00036705993,0.00018000054,0.00021596528,0.0010828143],"category_scores_gemma":[0.00060075335,0.00016123311,0.00023488622,0.00022845919,0.00027648063,0.00025686706,0.00014011544,0.00037758067,0.00012420345],"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":[0.001808883,0.000078846024,0.0012088496,0.00008799216,0.000025856822,0.00007711761,0.00003649068,0.00047543892,0.9937594,0.000031867192,0.000026559257,0.002382885],"study_design_scores_gemma":[0.000017039436,0.0007175951,0.010990734,0.0000063241687,0.000035488116,0.000036264613,0.000067915535,0.0007960287,0.9868977,0.000024595945,0.00039876925,0.000011419223],"about_ca_topic_score_codex":0.0028858534,"about_ca_topic_score_gemma":0.004376405,"teacher_disagreement_score":0.0028858534,"about_ca_system_score_codex":0.00025226176,"about_ca_system_score_gemma":0.0002552397,"threshold_uncertainty_score":0.005738139},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90012366,0.00053093536,0.040645868,0.00058585644,0.00003124599,0.00010508326,0.0011761884,0.0002792885,0.056521904],"genre_scores_gemma":[0.9704351,0.0002580054,0.010662794,0.000035822944,0.0000029832916,0.000043054246,0.00036749188,0.000091974485,0.018102672],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992625,0.00006465803,0.000017627533,0.00012190602,0.00037280552,0.00016039058],"domain_scores_gemma":[0.99831104,0.00044786994,0.00011253529,0.00009534073,0.00094044016,0.00009272096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008901186,0.00039681455,0.00037571194,0.001387701,0.0024729008,0.0033490337,0.0009978485,0.0006905892,0.007988108],"category_scores_gemma":[0.0025042517,0.00043603257,0.00065539865,0.0020112416,0.0016799371,0.0011138752,0.00092493265,0.00063117605,0.00047836613],"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":[0.0007108132,0.00015910433,0.21842228,0.0010311741,0.00039491712,0.001348093,0.025089094,0.38682535,0.045848724,0.119568504,0.00726397,0.19333798],"study_design_scores_gemma":[0.000047008736,0.00019659435,0.38073695,0.0004076456,0.00033035988,0.0002936368,0.04044219,0.4651725,0.025512177,0.0161351,0.070428565,0.00029739234],"about_ca_topic_score_codex":0.91436005,"about_ca_topic_score_gemma":0.9447957,"teacher_disagreement_score":0.08563995,"about_ca_system_score_codex":0.016758895,"about_ca_system_score_gemma":0.015054544,"threshold_uncertainty_score":0.17228854},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99588203,0.000024573732,0.0020661077,0.000038951566,0.0000068125582,0.000005217371,0.000031671625,0.000028154289,0.0019166253],"genre_scores_gemma":[0.99929535,0.000009006255,0.00013234331,0.0000032552987,8.3735773e-7,0.0000015296893,0.00001542907,0.0000029650012,0.0005393133],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998857,0.00001697067,0.0000037352283,0.000018081073,0.000029670824,0.000045825444],"domain_scores_gemma":[0.9994431,0.00025924417,0.00006623148,0.000040574854,0.000101236255,0.000089523375],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016154842,0.0003131232,0.00035601886,0.00029132506,0.00048155495,0.00052301865,0.0005018816,0.0012537284,0.003634011],"category_scores_gemma":[0.0010068183,0.00023380098,0.0002610016,0.0002098931,0.0005344506,0.000410194,0.00055635103,0.0003426859,0.00032497884],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016731812,0.00028342116,0.020979337,0.00028665172,0.00008463149,0.005929358,0.0009975028,0.7411501,0.20929322,0.0019055483,0.0010238511,0.016393268],"study_design_scores_gemma":[0.000021081523,0.00035544316,0.019108212,0.00001791421,0.000024589817,0.00020822004,0.00067819114,0.97038865,0.0086430665,0.0003151338,0.00021362447,0.000025891526],"about_ca_topic_score_codex":0.0028652588,"about_ca_topic_score_gemma":0.002511522,"teacher_disagreement_score":0.003634011,"about_ca_system_score_codex":0.00019199525,"about_ca_system_score_gemma":0.00026835132,"threshold_uncertainty_score":0.012156963},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979316,0.00006268763,0.0014860019,0.000006198699,0.000004924997,0.00001713366,0.00008411819,0.000022676817,0.0003846708],"genre_scores_gemma":[0.998314,0.000074180105,0.000800275,0.000010331829,0.000003088121,0.000014250881,0.00016298401,0.000008044288,0.00061293796],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998073,0.000012963198,0.00001396102,0.000030068073,0.00008078212,0.00005496797],"domain_scores_gemma":[0.9994289,0.00020081387,0.00009457349,0.000061053666,0.00013058411,0.00008398362],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019172029,0.00046715766,0.00018927942,0.00059454225,0.00041852987,0.00008418239,0.0002853495,0.0003132898,0.0033053523],"category_scores_gemma":[0.0005414524,0.00027796155,0.00021256061,0.0002957326,0.0003455807,0.00023785017,0.00031223337,0.0003189788,0.00026870077],"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":[0.0002242851,0.00005624555,0.0048817885,0.000051143,0.000005160646,0.00025543786,0.0002986226,0.00034118214,0.98962504,0.00003500889,0.000040800463,0.0041852873],"study_design_scores_gemma":[0.000011558501,0.002094357,0.1483978,0.000016102518,0.000023537552,0.0007558558,0.00053486146,0.0018170503,0.845708,0.000053264466,0.00056813593,0.000019478492],"about_ca_topic_score_codex":0.0009021462,"about_ca_topic_score_gemma":0.0033217536,"teacher_disagreement_score":0.0033053523,"about_ca_system_score_codex":0.000120150566,"about_ca_system_score_gemma":0.00009980252,"threshold_uncertainty_score":0.011057496},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998123,0.00008749512,0.00028264275,0.000008538548,0.0000031914958,0.0000035267763,0.00006952793,0.0000055234054,0.0014165015],"genre_scores_gemma":[0.9994266,0.000035681387,0.000110692585,0.0000016897977,4.4379397e-7,9.842047e-7,0.000026076568,0.0000016154193,0.00039632147],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999006,0.000015139173,0.0000040625855,0.000011226406,0.00004711498,0.000021874755],"domain_scores_gemma":[0.99980587,0.000045984987,0.000030076462,0.000012502834,0.00007189294,0.00003370538],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001553881,0.0001554508,0.000101962876,0.00040504948,0.0001457583,0.0002464339,0.0001891342,0.00018897718,0.0017152636],"category_scores_gemma":[0.0004193006,0.00008277028,0.00014999336,0.00023309962,0.00022973637,0.00019283587,0.00017065884,0.00015803095,0.00014050852],"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":[0.0010369465,0.000115562805,0.008698113,0.0001251416,0.000025256348,0.00029320558,0.000096755444,0.01996953,0.95998937,0.00090786855,0.00018137686,0.008560743],"study_design_scores_gemma":[0.000030213892,0.0006693152,0.03247437,0.000014729991,0.000058058682,0.00020163112,0.00030883838,0.026893329,0.93768626,0.0002653074,0.0013751208,0.000022903025],"about_ca_topic_score_codex":0.0027445613,"about_ca_topic_score_gemma":0.005718091,"teacher_disagreement_score":0.0027445613,"about_ca_system_score_codex":0.00028169653,"about_ca_system_score_gemma":0.00025982675,"threshold_uncertainty_score":0.005738139},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99779886,0.00013700474,0.0010129435,0.000018583918,0.0000111286845,0.00001620014,0.00011090178,0.00003852606,0.00085577427],"genre_scores_gemma":[0.9969964,0.00017390875,0.0013396036,0.000028626433,0.000004809639,0.0000128353695,0.0002166764,0.000012165363,0.0012151138],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99912566,0.0000710726,0.000074897434,0.00008959776,0.0005511234,0.000087659224],"domain_scores_gemma":[0.9989336,0.00021662113,0.0002111252,0.00007874319,0.00044156754,0.0001183307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032940067,0.0003927613,0.0002815913,0.00073054305,0.0002574582,0.0002962826,0.00037957338,0.00037904762,0.0011709249],"category_scores_gemma":[0.0011042377,0.00020043863,0.00024296378,0.00049363816,0.0002759776,0.00032079,0.00030920145,0.00028065481,0.00026332767],"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":[0.0004120447,0.00008295436,0.008868194,0.00006739069,0.000019369927,0.00028471282,0.00027298642,0.0008730148,0.98350984,0.00007080469,0.000076388125,0.0054624006],"study_design_scores_gemma":[0.000018150653,0.0014131296,0.049409673,0.000015732023,0.000042459695,0.0003620588,0.0007152004,0.004538339,0.942211,0.00007296731,0.0011657592,0.000035487097],"about_ca_topic_score_codex":0.0031016865,"about_ca_topic_score_gemma":0.0047133765,"teacher_disagreement_score":0.0031016865,"about_ca_system_score_codex":0.0002265404,"about_ca_system_score_gemma":0.00018952413,"threshold_uncertainty_score":0.006167233},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9770562,0.0023414975,0.017419534,0.00017762443,0.0002541047,0.00043688793,0.0005430077,0.00020412379,0.0015669435],"genre_scores_gemma":[0.95849913,0.00086185307,0.037102327,0.00025337006,0.00007558158,0.0005467924,0.0011810405,0.00022453083,0.0012554481],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99100024,0.0032987294,0.0015839754,0.0011419135,0.0027001847,0.00027498996],"domain_scores_gemma":[0.9417657,0.04185774,0.0036960877,0.0035537845,0.008311892,0.0008146968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009774212,0.0010165428,0.0010259325,0.0008284967,0.0005130561,0.00075076206,0.0005309299,0.00078371505,0.0016573352],"category_scores_gemma":[0.024687143,0.00064684567,0.0006587326,0.0007921427,0.0007658996,0.0006631795,0.0008050715,0.00055139285,0.0004872172],"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":[0.0064014047,0.0011631955,0.03690263,0.0005146512,0.00026975968,0.00027852188,0.00080344646,0.0018361185,0.9188376,0.000105290484,0.0006187428,0.032268576],"study_design_scores_gemma":[0.00014892845,0.01119414,0.08420547,0.000053152133,0.0005055969,0.0004312699,0.00030188455,0.0026309239,0.89812154,0.000081339706,0.0022639628,0.000061840045],"about_ca_topic_score_codex":0.0006018971,"about_ca_topic_score_gemma":0.0014694898,"teacher_disagreement_score":0.009774212,"about_ca_system_score_codex":0.00020993473,"about_ca_system_score_gemma":0.00027508105,"threshold_uncertainty_score":0.05169159},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24372843,0.00014961037,0.7458078,0.000070611386,0.00001242008,0.00006818983,0.00007134935,0.00041427178,0.009677229],"genre_scores_gemma":[0.9598235,0.0000624395,0.038921643,0.000008909137,0.0000026789296,0.000057356316,0.000047661924,0.000033849556,0.0010419454],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99952006,0.00012810463,0.000019393105,0.000041160736,0.00023984004,0.000051421834],"domain_scores_gemma":[0.9993974,0.00023463504,0.00011623842,0.00006238758,0.00017274293,0.000016490754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011680295,0.0004144202,0.00037722342,0.00064360525,0.00019615366,0.0005426016,0.0005806509,0.00037190202,0.0011027046],"category_scores_gemma":[0.0017944042,0.00036131215,0.00057787745,0.00018569152,0.000564876,0.0003134401,0.00046406835,0.0003625738,0.00019577378],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039615457,0.000014200761,0.0012716146,0.000049130347,0.000010287503,0.00005937317,0.000051817813,0.96607935,0.013156406,0.006539294,0.00013792778,0.012590847],"study_design_scores_gemma":[0.000004659736,0.00007664373,0.0005771065,0.0000108051445,0.000006975906,0.000018146691,0.000019585917,0.9908625,0.006719505,0.0011975035,0.0004997878,0.000006851165],"about_ca_topic_score_codex":0.0032146515,"about_ca_topic_score_gemma":0.0031451075,"teacher_disagreement_score":0.0032146515,"about_ca_system_score_codex":0.00081663183,"about_ca_system_score_gemma":0.00073728315,"threshold_uncertainty_score":0.006391883},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34868863,0.001020224,0.6455343,0.00023782221,0.00015034576,0.00023926566,0.00032909514,0.0021337867,0.0016665732],"genre_scores_gemma":[0.6107867,0.0005327411,0.38569483,0.00012305277,0.000042154505,0.00014777899,0.00017863107,0.00003787689,0.0024562876],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993679,0.000062887986,0.00003561921,0.00012372265,0.00037760407,0.000032280775],"domain_scores_gemma":[0.99953103,0.000105485145,0.000076414675,0.00004204505,0.00020111536,0.00004400698],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00072918885,0.00038361532,0.00055102294,0.00044643704,0.00014167819,0.00044399718,0.00080148265,0.0006810537,0.0006551819],"category_scores_gemma":[0.00067479344,0.00034763632,0.00020930634,0.00041383336,0.00033932363,0.00066100917,0.00045878757,0.00042193997,0.0002396743],"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":[0.000047739883,0.000033870732,0.0013582065,0.000103644335,0.0000140255715,0.000087750996,0.00004303994,0.0008324932,0.965403,0.0002704001,0.00014546637,0.031660326],"study_design_scores_gemma":[0.000025613466,0.0013370905,0.009181961,0.000017471699,0.000045427092,0.0013541224,0.0000668557,0.05356495,0.92707527,0.00013760141,0.0071052373,0.000088429726],"about_ca_topic_score_codex":0.0006512862,"about_ca_topic_score_gemma":0.0009942785,"teacher_disagreement_score":0.00080148265,"about_ca_system_score_codex":0.00022956972,"about_ca_system_score_gemma":0.00030167866,"threshold_uncertainty_score":0.003856361},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99854726,0.0002647695,0.0007538299,0.000006268525,0.000008760334,0.0000049348264,0.000030303023,0.000016655851,0.00036722777],"genre_scores_gemma":[0.99783945,0.00014534518,0.001120461,0.0000058997825,0.0000022195932,0.0000042918227,0.000045101646,0.000006171637,0.00083098415],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991155,0.000012991741,0.00000772837,0.000016072949,0.000035278892,0.000016313705],"domain_scores_gemma":[0.9998709,0.000019517489,0.00004181925,0.000009116798,0.00003209376,0.000026520023],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010481758,0.00036077178,0.0001530274,0.00031337288,0.00009175157,0.00015565119,0.0001242365,0.00017519796,0.0008196946],"category_scores_gemma":[0.00014378456,0.00011853915,0.00020810183,0.00019852653,0.000104048304,0.00013012931,0.00010953982,0.00020481151,0.0001542948],"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":[0.00007739399,0.000031167434,0.00035140393,0.0000372469,0.000008349643,0.000038011243,0.000010521682,0.00032403733,0.99740845,0.000016079355,0.0000104327455,0.0016869125],"study_design_scores_gemma":[0.0000054867783,0.0005290887,0.0039163264,0.0000049091973,0.000023727342,0.000042998363,0.000016010263,0.001140024,0.9936606,0.0000057393404,0.0006508792,0.0000042837532],"about_ca_topic_score_codex":0.0006496688,"about_ca_topic_score_gemma":0.0019371546,"teacher_disagreement_score":0.0008196946,"about_ca_system_score_codex":0.000120859426,"about_ca_system_score_gemma":0.000091577705,"threshold_uncertainty_score":0.0027421117},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99966013,0.000015088707,0.00012776178,0.0000020816547,0.000001476348,0.000002672021,0.000047398626,0.000008114054,0.00013528236],"genre_scores_gemma":[0.9995468,0.00001891772,0.00011104776,0.000002094024,8.017814e-7,0.0000029377325,0.00006544724,0.0000028576856,0.0002490256],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996635,0.000023409653,0.000016879841,0.000040200248,0.00018309087,0.000072996656],"domain_scores_gemma":[0.9992999,0.00011916082,0.00018684551,0.00005999021,0.00020012188,0.0001340211],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029339019,0.0005924117,0.00029092538,0.0010894778,0.00031509937,0.00021467516,0.00032763832,0.0002762398,0.0010247666],"category_scores_gemma":[0.00058630056,0.00020630579,0.0002834963,0.0004842043,0.00046329197,0.00040097424,0.00040739813,0.00020200631,0.00026490024],"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":[0.00048265813,0.000116153664,0.026058197,0.00011573581,0.000034009787,0.0004647516,0.00030830436,0.006163462,0.9519235,0.00004681973,0.00013586009,0.014150582],"study_design_scores_gemma":[0.000026819127,0.0026318918,0.33784908,0.00001731185,0.000058649406,0.00034400108,0.00090895314,0.01848007,0.638829,0.00009063506,0.00068949844,0.00007414969],"about_ca_topic_score_codex":0.0028896001,"about_ca_topic_score_gemma":0.006268191,"teacher_disagreement_score":0.0028896001,"about_ca_system_score_codex":0.00021611585,"about_ca_system_score_gemma":0.00021826038,"threshold_uncertainty_score":0.00574553},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99873406,0.000017576172,0.00010403101,0.000015778787,0.000007923358,0.0000030472545,0.0002603521,0.000020007163,0.00083714805],"genre_scores_gemma":[0.99932504,0.000019360383,0.00003759657,0.00000520578,0.0000026523282,0.0000022423885,0.00018405075,0.000004952745,0.00041885587],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988437,0.000009937273,0.00000547704,0.000022445007,0.000026812659,0.000050992094],"domain_scores_gemma":[0.99978167,0.00007081471,0.000028048536,0.00001605856,0.00005112114,0.000052280968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010612464,0.0003169206,0.0004660004,0.00043936793,0.00044825833,0.0005625831,0.0004802661,0.00063497096,0.00519023],"category_scores_gemma":[0.00040640665,0.00014892322,0.0003100129,0.0005094939,0.0006461611,0.00058724935,0.0005111334,0.0005312337,0.00036905217],"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":[0.017406708,0.0017440539,0.10152716,0.000704688,0.00025831047,0.014311908,0.002262022,0.093175024,0.7217049,0.0022955677,0.0029457912,0.04166385],"study_design_scores_gemma":[0.00022335284,0.0039113173,0.66950226,0.00006740598,0.00023038744,0.0009902486,0.0051292824,0.14129765,0.17506045,0.0012659883,0.0021500834,0.00017155212],"about_ca_topic_score_codex":0.0068663824,"about_ca_topic_score_gemma":0.0042043473,"teacher_disagreement_score":0.0068663824,"about_ca_system_score_codex":0.0002586732,"about_ca_system_score_gemma":0.00031871462,"threshold_uncertainty_score":0.017363012},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.060100306,0.0003173055,0.9360796,0.000055544184,0.000023347213,0.000057886176,0.000048053214,0.00013577803,0.003182072],"genre_scores_gemma":[0.92556936,0.0005090519,0.07183128,0.000033013832,0.000016852653,0.00011879512,0.000093224866,0.0000384381,0.0017899635],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984384,0.000024617364,0.000012708894,0.00002732555,0.00006849527,0.00002295569],"domain_scores_gemma":[0.9997222,0.00010653195,0.00006507914,0.00002391497,0.00006709639,0.000015187673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003071624,0.00043926682,0.00036281813,0.000630287,0.00021902984,0.00074894493,0.0006125062,0.00057444035,0.0010773938],"category_scores_gemma":[0.00094603904,0.0002123303,0.00054380076,0.00035121673,0.00074057124,0.0010846122,0.00051936257,0.000569957,0.00022243819],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007489324,0.00007127285,0.0040444806,0.0005327895,0.000021768836,0.0006645493,0.00028096177,0.7252427,0.17511669,0.056581594,0.0005613657,0.03680691],"study_design_scores_gemma":[0.000004234427,0.0000361558,0.00053001335,0.000013219787,0.0000067267097,0.00012113986,0.000045463552,0.98706436,0.008615713,0.002820843,0.0007299011,0.000012223298],"about_ca_topic_score_codex":0.0010357689,"about_ca_topic_score_gemma":0.0008404608,"teacher_disagreement_score":0.0010773938,"about_ca_system_score_codex":0.0004075535,"about_ca_system_score_gemma":0.0004761218,"threshold_uncertainty_score":0.0036042333},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9877979,0.000080849684,0.011548641,0.000008751348,0.0000032708385,0.000006598743,0.000048821857,0.000025258372,0.0004799731],"genre_scores_gemma":[0.99901533,0.000019935651,0.0008547361,6.4771064e-7,3.416048e-7,0.0000018210767,0.000015294336,0.0000015708937,0.00009025203],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99983597,0.000034617125,0.00001263151,0.000030465188,0.0000627584,0.000023451503],"domain_scores_gemma":[0.9996859,0.00013034369,0.00006561515,0.000057367604,0.000045034532,0.000015704773],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002981568,0.0002632303,0.00017349981,0.0004761801,0.00011895188,0.00020477129,0.00022491482,0.0002765402,0.0003933678],"category_scores_gemma":[0.0007058958,0.00011275221,0.00016721865,0.0003364607,0.00025144653,0.0002240309,0.0001608874,0.00014759703,0.0000661672],"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":[0.0003502022,0.00014355942,0.029988885,0.00018621515,0.000035110796,0.00034125126,0.00021516526,0.2025802,0.68157995,0.0006704011,0.00014675067,0.08376233],"study_design_scores_gemma":[0.000010870302,0.0018063618,0.11503152,0.000023538792,0.000037939997,0.00033415898,0.00021062845,0.46441638,0.4165586,0.0004474064,0.0010941317,0.000028423114],"about_ca_topic_score_codex":0.0006635418,"about_ca_topic_score_gemma":0.0010601408,"teacher_disagreement_score":0.0006635418,"about_ca_system_score_codex":0.00015517327,"about_ca_system_score_gemma":0.00012045904,"threshold_uncertainty_score":0.0015768409},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44011676,0.0066768085,0.5197849,0.00050149515,0.0006612093,0.003754926,0.006123172,0.0032843503,0.019096388],"genre_scores_gemma":[0.63868415,0.0024079778,0.33982044,0.00038605393,0.00020727355,0.004174802,0.007924067,0.0005071013,0.0058881524],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9734837,0.0026302899,0.0030879688,0.0016111626,0.018755954,0.0004309816],"domain_scores_gemma":[0.9526158,0.008531862,0.009304987,0.0042042416,0.025062405,0.0002807797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.014335069,0.000972378,0.00067040545,0.0043548434,0.00079146517,0.0016188241,0.0019303838,0.0010070163,0.0024485898],"category_scores_gemma":[0.040810123,0.00039506247,0.00080951635,0.0029790394,0.0010149857,0.0010519285,0.0010325571,0.0007920624,0.000850088],"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":[0.0015085707,0.0016661062,0.12384638,0.0036040233,0.0004015442,0.00058579043,0.0023300992,0.01503561,0.37612,0.0054344605,0.01211873,0.45734873],"study_design_scores_gemma":[0.00014580783,0.004008047,0.17244743,0.00072222285,0.00042276643,0.00087586715,0.0014013359,0.02973453,0.7311828,0.0019450817,0.056808453,0.0003056629],"about_ca_topic_score_codex":0.0032513845,"about_ca_topic_score_gemma":0.0044959933,"teacher_disagreement_score":0.014335069,"about_ca_system_score_codex":0.0014920784,"about_ca_system_score_gemma":0.0013335453,"threshold_uncertainty_score":0.07581198},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8887439,0.0002893845,0.09403577,0.00034085178,0.000072068266,0.00009286131,0.0007422733,0.0006035365,0.015079407],"genre_scores_gemma":[0.991767,0.00009208164,0.004913689,0.000021382004,0.0000067962137,0.000029586767,0.00015828919,0.0000540356,0.0029572763],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986446,0.000033898323,0.00001147093,0.00001923443,0.0000439883,0.000026956573],"domain_scores_gemma":[0.9996767,0.00017184169,0.000033786306,0.000032154734,0.0000506352,0.000034851946],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002676522,0.0004942474,0.0006223619,0.000659537,0.00046630943,0.001110934,0.000855002,0.001595944,0.0029946163],"category_scores_gemma":[0.0008761846,0.0006151473,0.00055684336,0.0005712016,0.0007958634,0.00048538574,0.00056439196,0.0005114699,0.00028565],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025721545,0.0000351921,0.00072576833,0.000015267746,0.0000096496915,0.00006794286,0.00004575458,0.9951627,0.0017449431,0.00049423904,0.00009092523,0.0015819276],"study_design_scores_gemma":[0.000005249274,0.000010759068,0.00062062516,0.00000323744,0.0000024814526,0.000011326156,0.0000207803,0.9987691,0.00029063158,0.00012363614,0.00013716973,0.0000050313033],"about_ca_topic_score_codex":0.017421389,"about_ca_topic_score_gemma":0.017917152,"teacher_disagreement_score":0.017421389,"about_ca_system_score_codex":0.00064593664,"about_ca_system_score_gemma":0.0008416826,"threshold_uncertainty_score":0.034639955},"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":"other","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20094067,0.013706115,0.059271768,0.16973287,0.17735459,0.0015117864,0.0011841864,0.0038532321,0.37244484],"genre_scores_gemma":[0.4756446,0.0055185705,0.016201027,0.028605858,0.012687144,0.00020800912,0.0008808682,0.00047155315,0.45978233],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990601,0.00012987595,0.000051252697,0.00014815673,0.00046762184,0.00014309099],"domain_scores_gemma":[0.9990152,0.00015615,0.00012507329,0.0000654206,0.00050171243,0.00013642396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010097283,0.00041634482,0.00027025258,0.00034570342,0.0011878466,0.00125787,0.0010459985,0.0022163454,0.011900665],"category_scores_gemma":[0.002854579,0.00019751469,0.00040229782,0.00018194837,0.00091067585,0.0007310434,0.001174448,0.001759497,0.002906058],"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":[0.0006591979,0.00026238404,0.0031027384,0.0005694919,0.00003304768,0.0016181209,0.0011694323,0.0032283028,0.02815969,0.013842649,0.6798123,0.2675426],"study_design_scores_gemma":[0.000069709255,0.0003456311,0.007549201,0.00020911609,0.000026978696,0.0005756336,0.0007013883,0.0034145566,0.011496418,0.001433494,0.97412884,0.000049026192],"about_ca_topic_score_codex":0.008523367,"about_ca_topic_score_gemma":0.010327549,"teacher_disagreement_score":0.011900665,"about_ca_system_score_codex":0.00063878734,"about_ca_system_score_gemma":0.0024584292,"threshold_uncertainty_score":0.03981167},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996226,0.0000060247526,0.00015370981,0.0000021643918,7.862402e-7,0.0000031044372,0.000048862505,0.000009405474,0.0001532866],"genre_scores_gemma":[0.9996822,0.000009543312,0.00013495018,0.0000010508537,3.9861115e-7,0.0000041405565,0.000063931584,0.0000019767067,0.00010184185],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998975,0.000008249436,0.0000072066996,0.000021920987,0.000035888293,0.0000293019],"domain_scores_gemma":[0.9997366,0.00007524947,0.000070746035,0.00002286215,0.000055056735,0.000039421117],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001516884,0.00028050767,0.00020048699,0.0004877462,0.00022535144,0.00026655968,0.0002827462,0.00023852215,0.0009027593],"category_scores_gemma":[0.00051783584,0.00014317698,0.00017618718,0.00034528726,0.00040447857,0.00014977883,0.00025795624,0.00018551791,0.00014402786],"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":[0.0011077597,0.00020220783,0.16272575,0.0000936492,0.000036274236,0.0011214986,0.0005881105,0.02636402,0.7859866,0.00013341242,0.00014654474,0.02149414],"study_design_scores_gemma":[0.000036866655,0.0019138678,0.69676983,0.000011012497,0.000040782223,0.0003784682,0.0007935856,0.07918878,0.22031093,0.00015271509,0.0003537486,0.00004938764],"about_ca_topic_score_codex":0.0030044974,"about_ca_topic_score_gemma":0.0047297473,"teacher_disagreement_score":0.0030044974,"about_ca_system_score_codex":0.000277609,"about_ca_system_score_gemma":0.0001672078,"threshold_uncertainty_score":0.0059739947},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982969,0.000031574804,0.0007234921,0.000016891721,0.000005596149,0.0000029469925,0.00003439958,0.000025270134,0.00086295535],"genre_scores_gemma":[0.9992016,0.000026492215,0.00020563845,0.0000047141643,8.560644e-7,0.0000015248371,0.000021273372,0.000004194996,0.00053374557],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993014,0.000007706235,0.0000037567224,0.000010892135,0.000013468667,0.000034006305],"domain_scores_gemma":[0.9996214,0.00019419324,0.000042457978,0.000020543577,0.000043878616,0.00007757458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015102538,0.00027480134,0.00025439277,0.00030415654,0.00027409173,0.00069040887,0.00019887266,0.00041062167,0.0021552017],"category_scores_gemma":[0.00060495926,0.00014955035,0.00017062141,0.00021335107,0.0004669916,0.00025299037,0.00037872093,0.00030886589,0.00043229322],"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":[0.0027889248,0.00049351685,0.03628159,0.000254343,0.000062445775,0.001685148,0.00047973613,0.30559912,0.6299705,0.0010065904,0.0007869859,0.020591024],"study_design_scores_gemma":[0.00010636631,0.0016782484,0.0981602,0.000055996505,0.000079035686,0.00030642102,0.0015709259,0.72964305,0.16644828,0.0006163621,0.0012319331,0.00010313861],"about_ca_topic_score_codex":0.008593558,"about_ca_topic_score_gemma":0.01346965,"teacher_disagreement_score":0.008593558,"about_ca_system_score_codex":0.00026873816,"about_ca_system_score_gemma":0.00029313855,"threshold_uncertainty_score":0.017087102},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9891016,0.0004835047,0.008392161,0.000021990963,0.000012117584,0.0000399074,0.00064058177,0.000056020028,0.0012520392],"genre_scores_gemma":[0.9927079,0.00042234623,0.0046267537,0.000033231256,0.000008003624,0.00005823346,0.000675086,0.000021144433,0.0014472719],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996209,0.000024965624,0.000025835663,0.00008601587,0.00019021079,0.000052038584],"domain_scores_gemma":[0.99959284,0.000054477983,0.000069505455,0.000026823178,0.00022383356,0.00003260244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031223515,0.00023126729,0.00024545466,0.0011958161,0.00035706357,0.00035167404,0.0002115307,0.0002623246,0.0007546645],"category_scores_gemma":[0.00039279257,0.0001381804,0.00021062062,0.000672183,0.0002186457,0.0003063827,0.00026269202,0.00039572906,0.00028009905],"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":[0.000023956689,0.000015339474,0.0015939712,0.000028622952,0.0000051715933,0.00004777191,0.00007680695,0.00049284473,0.99452305,0.000034703175,0.000035058772,0.0031226734],"study_design_scores_gemma":[0.000005323971,0.00029712927,0.047937457,0.000008493851,0.000023270433,0.00019889884,0.00025890558,0.0073273345,0.9407529,0.000071984876,0.0030943574,0.00002392667],"about_ca_topic_score_codex":0.0012848899,"about_ca_topic_score_gemma":0.0023202167,"teacher_disagreement_score":0.0012848899,"about_ca_system_score_codex":0.00022026083,"about_ca_system_score_gemma":0.00015325536,"threshold_uncertainty_score":0.002554834},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999328,0.00017338054,0.0002179043,0.0000065462523,0.0000029668574,0.0000036082538,0.000023203744,0.0000075625717,0.00023685793],"genre_scores_gemma":[0.99933237,0.00010321809,0.00029912154,0.000004640291,6.973156e-7,0.0000037876707,0.000028669954,0.0000030613526,0.0002243113],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999705,0.000043646472,0.000036442994,0.000050362556,0.0001152252,0.0000492637],"domain_scores_gemma":[0.99961674,0.00009516419,0.00009839068,0.00002573314,0.000089891175,0.00007407537],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029934052,0.0004941991,0.00031881614,0.0007589058,0.0002891617,0.00032995292,0.00019182963,0.00023150006,0.0011968617],"category_scores_gemma":[0.0005572261,0.00024872783,0.00024419554,0.00043318365,0.00029716696,0.00027375846,0.00025276325,0.00023152147,0.00014757593],"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":[0.00040386224,0.000039906517,0.0077275787,0.00009002435,0.000021182412,0.00019950216,0.000093594,0.0013578902,0.98619384,0.000026638645,0.000016487314,0.0038295994],"study_design_scores_gemma":[0.000009932458,0.00075304264,0.07451837,0.000019611934,0.00007927312,0.00016044904,0.00033929604,0.0064689894,0.9167921,0.00002560729,0.0008002432,0.000033112865],"about_ca_topic_score_codex":0.0046880348,"about_ca_topic_score_gemma":0.017887576,"teacher_disagreement_score":0.0046880348,"about_ca_system_score_codex":0.00025929417,"about_ca_system_score_gemma":0.00024377124,"threshold_uncertainty_score":0.009321451},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982822,0.00005742292,0.0009722207,0.000010412093,0.0000063744615,0.000004119408,0.00006099746,0.000019917981,0.0005862808],"genre_scores_gemma":[0.99898857,0.000077683326,0.00026201704,0.0000043293794,0.0000017940697,0.000004519518,0.000064525375,0.0000048689426,0.00059160223],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998055,0.000014376197,0.000009928836,0.000035821122,0.00007651917,0.000057890236],"domain_scores_gemma":[0.99975485,0.000085612366,0.000061105275,0.0000224274,0.00004907315,0.00002684193],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020093155,0.0003009134,0.00047808667,0.00045618715,0.00026230008,0.0006308546,0.0003414213,0.00040229745,0.0012598514],"category_scores_gemma":[0.00048699477,0.00018122584,0.0003603806,0.00034974856,0.00056537293,0.00039121075,0.000513471,0.00029970318,0.00022366659],"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":[0.0008646474,0.00021149646,0.03161586,0.00029170397,0.00007686237,0.0030097472,0.0008772682,0.13811846,0.7772082,0.0011825814,0.00046947607,0.046073686],"study_design_scores_gemma":[0.000038790975,0.0015864633,0.16166316,0.000101066784,0.00012181045,0.0007718621,0.0021492047,0.27741125,0.55286217,0.0007778554,0.0024221195,0.00009425511],"about_ca_topic_score_codex":0.0015137785,"about_ca_topic_score_gemma":0.0013389201,"teacher_disagreement_score":0.0015137785,"about_ca_system_score_codex":0.00021645075,"about_ca_system_score_gemma":0.00027444237,"threshold_uncertainty_score":0.0042146444},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98637587,0.0016102771,0.010226011,0.00005533842,0.000028129618,0.000047843838,0.00006639653,0.00013776222,0.00145226],"genre_scores_gemma":[0.99143267,0.00085409585,0.0066402936,0.000023752276,0.000008406378,0.000012615689,0.00004780293,0.000013777605,0.00096652005],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999008,0.000009124151,0.0000075266457,0.000019392426,0.00004651074,0.000016678016],"domain_scores_gemma":[0.9998821,0.000020291567,0.000044928653,0.00000840546,0.000027240627,0.000016907428],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009988487,0.00043094452,0.00020247008,0.00036886014,0.000092951705,0.0001732956,0.0001614451,0.0001794703,0.00062299427],"category_scores_gemma":[0.00016623284,0.00012706606,0.00024868612,0.00017064955,0.00015836584,0.0002358269,0.00019299738,0.0002683531,0.00013686619],"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":[0.000029230381,0.000025151468,0.00039079654,0.000068884176,0.0000046340397,0.000050610008,0.0000132105715,0.00019483734,0.9957842,0.000030063204,0.000017696655,0.0033906933],"study_design_scores_gemma":[0.0000032352157,0.00029283817,0.0021551026,0.000006071006,0.000009988724,0.00006878594,0.000017037491,0.00080109254,0.9956642,0.000010692917,0.0009672599,0.0000038047513],"about_ca_topic_score_codex":0.00062903157,"about_ca_topic_score_gemma":0.0025881098,"teacher_disagreement_score":0.00062903157,"about_ca_system_score_codex":0.000087995024,"about_ca_system_score_gemma":0.00011052514,"threshold_uncertainty_score":0.0020840764},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965323,0.000012911336,0.0018998745,0.0000051704014,8.662414e-7,0.000005235995,0.000028038949,0.000010465826,0.0015050853],"genre_scores_gemma":[0.9989662,0.000017384593,0.00037599436,0.0000015148245,4.185691e-7,0.000002059837,0.000030050976,0.0000022648549,0.0006039971],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988425,0.000015119375,0.0000041416342,0.00001409411,0.000052752428,0.000029588724],"domain_scores_gemma":[0.9998555,0.000044643177,0.000022536868,0.000008143823,0.000054693217,0.000014444614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013148501,0.00025993452,0.00019531419,0.0004901512,0.00022555739,0.00040166173,0.0001766486,0.00017956016,0.0010756631],"category_scores_gemma":[0.00030645687,0.00014421255,0.00021368351,0.00038948818,0.00020124983,0.00013129645,0.0002226107,0.00016021427,0.00023560709],"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":[0.00097085076,0.00032508,0.13773039,0.00022437077,0.00010364273,0.0012562466,0.0010063611,0.32552412,0.47269717,0.0012517715,0.00048394207,0.05842601],"study_design_scores_gemma":[0.000019624254,0.0009137919,0.3339283,0.000016945422,0.00009512181,0.00031334913,0.0019744174,0.58824486,0.072710305,0.00029041147,0.0014628348,0.000030108391],"about_ca_topic_score_codex":0.013223842,"about_ca_topic_score_gemma":0.02339732,"teacher_disagreement_score":0.013223842,"about_ca_system_score_codex":0.00039329802,"about_ca_system_score_gemma":0.00024447837,"threshold_uncertainty_score":0.026293695},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.68904376,0.00021523797,0.3083926,0.000023041275,0.00002681403,0.00010343918,0.00044694485,0.0013259472,0.0004222309],"genre_scores_gemma":[0.8284927,0.0001758575,0.16926955,0.000028373517,0.000009404739,0.000110018584,0.00069028896,0.00020528925,0.001018579],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99953055,0.00008514741,0.000032030162,0.00016758757,0.00015270626,0.000031905256],"domain_scores_gemma":[0.9978417,0.0010428627,0.00031912694,0.00025929278,0.00049270625,0.000044258006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001816664,0.0004669498,0.0004658108,0.00080751517,0.0002093307,0.00056922634,0.0006408591,0.0004414738,0.00089458196],"category_scores_gemma":[0.0033957392,0.00023787511,0.000478194,0.0005217561,0.00022787965,0.00046441532,0.00026474422,0.0003035534,0.00031631807],"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":[0.0014671226,0.00043474586,0.06909465,0.0005252064,0.00030586382,0.00024692222,0.000513178,0.048578393,0.57116663,0.00069961173,0.00059175637,0.30637595],"study_design_scores_gemma":[0.000048376733,0.0009826259,0.15953033,0.00004405243,0.00021940428,0.0003061326,0.00017117469,0.40401104,0.42854717,0.00033215928,0.005709623,0.00009785601],"about_ca_topic_score_codex":0.0057890303,"about_ca_topic_score_gemma":0.007374086,"teacher_disagreement_score":0.0057890303,"about_ca_system_score_codex":0.0005472685,"about_ca_system_score_gemma":0.00033386392,"threshold_uncertainty_score":0.01151067},"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":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0037986063,0.1085769,0.05424024,0.008916672,0.03387513,0.000055485496,0.000735218,0.0009145678,0.78888714],"genre_scores_gemma":[0.010985764,0.025728611,0.009955098,0.00048750243,0.00430758,0.00003818323,0.00031393382,0.00043040817,0.9477528],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99977463,0.000027567654,0.000008982125,0.000047227262,0.00011406594,0.00002758046],"domain_scores_gemma":[0.9998969,0.000025608548,0.00000561644,0.000014313976,0.000029594008,0.000027973334],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030633304,0.0014361858,0.00083175645,0.0012255101,0.0006822964,0.0015541109,0.0008267451,0.001231569,0.07653375],"category_scores_gemma":[0.00038854362,0.00052584265,0.0008256028,0.0011487489,0.0006157846,0.0015619181,0.0016110467,0.0020749005,0.025120435],"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":[0.000059005066,0.000097857774,0.00016146887,0.00045536025,0.000017096436,0.00012060324,0.00025829006,0.0045346194,0.0048930827,0.09638817,0.5244338,0.36858067],"study_design_scores_gemma":[0.0000047067306,0.00003368084,0.00063669047,0.00019610752,0.0000067349342,0.00008351891,0.00004041986,0.0008989308,0.00096931,0.018696517,0.9784226,0.000010586449],"about_ca_topic_score_codex":0.0012821717,"about_ca_topic_score_gemma":0.003918825,"teacher_disagreement_score":0.07653375,"about_ca_system_score_codex":0.0013992358,"about_ca_system_score_gemma":0.00067468674,"threshold_uncertainty_score":0.25603092},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99716103,0.000009175309,0.0024816692,0.0000028227448,0.0000026228302,0.000036180718,0.000058635043,0.000046339883,0.00020158615],"genre_scores_gemma":[0.9943165,0.000021659194,0.004867543,0.0000037175848,0.0000011602417,0.00004227295,0.00013346726,0.000010586193,0.0006030716],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99952066,0.0000879901,0.000028651955,0.00010810444,0.00018322401,0.00007137238],"domain_scores_gemma":[0.9990433,0.00015409436,0.0001346687,0.00023968678,0.00030452956,0.00012363023],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006808236,0.00054219377,0.00031613084,0.00047198168,0.00028577528,0.00030489135,0.0011499188,0.0004835001,0.00086598675],"category_scores_gemma":[0.0010727001,0.0003113909,0.0002698162,0.00025952767,0.0006733134,0.00032618255,0.00041642025,0.00029503307,0.00030943946],"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":[0.0013751913,0.0023416374,0.044883844,0.0002426137,0.000053709675,0.0006546536,0.0006794349,0.08348414,0.8192452,0.00045530283,0.00026882972,0.046315424],"study_design_scores_gemma":[0.00012648226,0.018301759,0.1474964,0.000029067429,0.00008774583,0.00041074198,0.0007152948,0.07666815,0.7534574,0.00023866534,0.0024004225,0.00006784974],"about_ca_topic_score_codex":0.0022464648,"about_ca_topic_score_gemma":0.0054210094,"teacher_disagreement_score":0.0022464648,"about_ca_system_score_codex":0.0005455337,"about_ca_system_score_gemma":0.0005054537,"threshold_uncertainty_score":0.0044667125},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974293,0.0005343927,0.0014293543,0.000023074757,0.000029153125,0.000025147843,0.0001523813,0.000024660265,0.0003524914],"genre_scores_gemma":[0.99590623,0.00030016337,0.0029536004,0.000028782186,0.000010222937,0.00003483027,0.0001966538,0.000016778946,0.0005527619],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990658,0.00013593034,0.00015366272,0.00020089775,0.0003791107,0.00006468631],"domain_scores_gemma":[0.99578154,0.0022016647,0.000728763,0.00027085393,0.0008208548,0.00019634528],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011561909,0.00060081435,0.0004585412,0.00043050415,0.00027571697,0.00036041322,0.00024789094,0.00041180314,0.0010607839],"category_scores_gemma":[0.0024670593,0.00031910927,0.00044984344,0.0004821405,0.00034555403,0.0003530636,0.00026692846,0.00040519892,0.0002300803],"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":[0.00071990443,0.00016872448,0.0063881027,0.00012695308,0.000048707156,0.00014312852,0.00021584512,0.000930065,0.9841614,0.000026898644,0.00007114572,0.0069991164],"study_design_scores_gemma":[0.0000188867,0.002576502,0.061199028,0.000012709725,0.00009478583,0.00015020966,0.0002291571,0.0015457537,0.9335016,0.000027326554,0.0006111205,0.00003289322],"about_ca_topic_score_codex":0.00067687256,"about_ca_topic_score_gemma":0.0020254818,"teacher_disagreement_score":0.0011561909,"about_ca_system_score_codex":0.00015555904,"about_ca_system_score_gemma":0.00015158748,"threshold_uncertainty_score":0.006114602},"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":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7933999,0.00012791657,0.1891773,0.00018238633,0.000029130204,0.00009304524,0.00016704881,0.00034140036,0.016481897],"genre_scores_gemma":[0.9784662,0.000054673506,0.016742095,0.000010057804,0.0000028097209,0.00002952541,0.000064133514,0.00003225309,0.0045981724],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997602,0.000039237806,0.000010604291,0.000034325545,0.00009944245,0.000056239074],"domain_scores_gemma":[0.9997873,0.000028456778,0.00003215375,0.00003650377,0.00008961486,0.000025966347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002364625,0.00064344547,0.00021574773,0.00042652938,0.0005204143,0.00066014257,0.00069720007,0.00046351991,0.0043722373],"category_scores_gemma":[0.0006039488,0.00023137074,0.00024027102,0.00028848925,0.0004955938,0.00048170757,0.0005460217,0.00027070285,0.0007974242],"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":[0.00045169544,0.0003389385,0.01443482,0.00038622704,0.000035800098,0.0006748975,0.00062524463,0.38694787,0.39546993,0.017513366,0.0015353559,0.18158582],"study_design_scores_gemma":[0.00010574729,0.0025700051,0.035627246,0.00014004031,0.0001474626,0.001079088,0.003892666,0.5977807,0.32311127,0.008718609,0.02674222,0.000085016865],"about_ca_topic_score_codex":0.0038738525,"about_ca_topic_score_gemma":0.013832691,"teacher_disagreement_score":0.0043722373,"about_ca_system_score_codex":0.00037516974,"about_ca_system_score_gemma":0.0011200204,"threshold_uncertainty_score":0.014626622},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968888,0.00050810707,0.0016554267,0.000025192794,0.000019936384,0.000023290817,0.00019961222,0.000029300561,0.0006502334],"genre_scores_gemma":[0.99633586,0.00031185994,0.0025198543,0.000019001802,0.0000064953815,0.00003383621,0.0001966983,0.000014480563,0.0005619583],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99897087,0.0001529114,0.00018161518,0.00018918986,0.0004114948,0.00009400503],"domain_scores_gemma":[0.99705815,0.0011112991,0.00060929026,0.00024654463,0.0008195316,0.0001552537],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011260144,0.00065594446,0.00039491372,0.00061801885,0.00039630174,0.00037633587,0.0003059571,0.00040357694,0.0011728683],"category_scores_gemma":[0.0016791071,0.00032571144,0.00035229028,0.0008264108,0.0004072385,0.00033972127,0.00032024513,0.0004852546,0.0002190998],"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":[0.00050288794,0.00010978847,0.0053123385,0.0001257302,0.00003724302,0.00014012541,0.00033699878,0.0009914765,0.9862554,0.00004804983,0.00008446885,0.0060555367],"study_design_scores_gemma":[0.0000099547915,0.0010767273,0.033304945,0.000011265355,0.00006240838,0.00009729249,0.00028301,0.0012970737,0.96303743,0.000025950316,0.0007728822,0.000020908856],"about_ca_topic_score_codex":0.0013314836,"about_ca_topic_score_gemma":0.004528638,"teacher_disagreement_score":0.0013314836,"about_ca_system_score_codex":0.00019913889,"about_ca_system_score_gemma":0.00019945775,"threshold_uncertainty_score":0.0059550405},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34829408,0.0007699964,0.6310798,0.0004319947,0.00012813577,0.00006640341,0.00023230264,0.00048859115,0.018508658],"genre_scores_gemma":[0.9684308,0.00029173263,0.024832157,0.000025201805,0.000016918528,0.000058834208,0.00006273504,0.00008758316,0.0061938846],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999879,0.000047520403,0.000006521664,0.000013896187,0.00004021808,0.0000128775755],"domain_scores_gemma":[0.9996737,0.00018003736,0.000049301736,0.000029562412,0.000048622907,0.000018694564],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002477501,0.00051580055,0.00030275164,0.00047160801,0.00034345352,0.0005204126,0.00066124764,0.0010523925,0.0019027775],"category_scores_gemma":[0.0014778192,0.0003693938,0.00029483737,0.0003154384,0.00071940164,0.00061649986,0.00057333865,0.0005100943,0.0003881325],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000111426525,0.000014873804,0.00024789438,0.000020679674,0.000004171885,0.000046622103,0.00003211244,0.9880647,0.0027574806,0.0055909376,0.00009188035,0.0031174915],"study_design_scores_gemma":[0.0000014131042,0.0000065652275,0.00008933159,0.0000028965333,9.385998e-7,0.000008527922,0.000009113716,0.99853444,0.0003735795,0.00078139413,0.00018920518,0.0000025941213],"about_ca_topic_score_codex":0.0044740597,"about_ca_topic_score_gemma":0.0057122814,"teacher_disagreement_score":0.0044740597,"about_ca_system_score_codex":0.00049769925,"about_ca_system_score_gemma":0.00057386135,"threshold_uncertainty_score":0.008896053},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98181605,0.000102286045,0.009082673,0.0001770874,0.000024017425,0.00003834743,0.00036097207,0.00016792829,0.008230716],"genre_scores_gemma":[0.99331385,0.000073857576,0.0045469906,0.00001721317,0.0000026909395,0.000034627075,0.00018879322,0.000013067917,0.0018088457],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986315,0.000027270731,0.000011509026,0.000019565457,0.000036503407,0.000042001142],"domain_scores_gemma":[0.9992532,0.0004194505,0.000087471984,0.00004296631,0.0001222108,0.00007464884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033341034,0.0003763671,0.0005227293,0.0003934469,0.00053462427,0.00076936773,0.0008388162,0.0011314733,0.0023876498],"category_scores_gemma":[0.0014110296,0.0002719886,0.00031472018,0.0007590283,0.0009798944,0.0003016102,0.00061661616,0.0005882961,0.00016879755],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007215247,0.000056964574,0.0030725205,0.000031420088,0.000013381468,0.0001075724,0.000070059476,0.99125504,0.002214903,0.00092000846,0.00018126107,0.0020046942],"study_design_scores_gemma":[0.0000109958055,0.000026184305,0.00092922966,0.000004597867,0.0000039496854,0.000010649963,0.00004327784,0.9981639,0.0005256154,0.000110838075,0.00016625729,0.000004544127],"about_ca_topic_score_codex":0.04251467,"about_ca_topic_score_gemma":0.029423537,"teacher_disagreement_score":0.04251467,"about_ca_system_score_codex":0.000997703,"about_ca_system_score_gemma":0.0010263998,"threshold_uncertainty_score":0.084534466},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947495,0.00011827075,0.0011280546,0.000068508445,0.0000042732845,0.000025221867,0.000100323596,0.00001416471,0.0037916836],"genre_scores_gemma":[0.992808,0.00022428407,0.0024412603,0.0000114430195,0.0000025863826,0.000007958927,0.00008811657,0.0000067490705,0.0044095614],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99975866,0.000049552225,0.000009816034,0.000035688987,0.00009688494,0.00004946983],"domain_scores_gemma":[0.9996668,0.00016289947,0.000040120758,0.000035350502,0.000054317923,0.000040443527],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036174504,0.00026410335,0.00019360782,0.0005237265,0.0013733264,0.0006737197,0.00077325595,0.00063144864,0.0012278494],"category_scores_gemma":[0.00070657826,0.00014362246,0.00019810523,0.0011899768,0.00075667613,0.00030048168,0.0004410389,0.00034407276,0.00013990022],"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":[0.00073770474,0.0011048452,0.37563202,0.0007935303,0.00018951988,0.1284781,0.061022475,0.105393216,0.07100188,0.008260046,0.0065987664,0.24078786],"study_design_scores_gemma":[0.00002349565,0.0009760275,0.84383214,0.00016417608,0.00007657385,0.013978103,0.054351177,0.03621152,0.020640036,0.0013124389,0.028322402,0.00011189346],"about_ca_topic_score_codex":0.14531784,"about_ca_topic_score_gemma":0.52170867,"teacher_disagreement_score":0.14531784,"about_ca_system_score_codex":0.0019883607,"about_ca_system_score_gemma":0.0013118408,"threshold_uncertainty_score":0.288944},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9530934,0.0004584823,0.026024539,0.00028859667,0.000045084522,0.00011074478,0.0005364707,0.00019225967,0.01925031],"genre_scores_gemma":[0.99623126,0.0001019431,0.0012970065,0.000015120933,0.0000071817817,0.000027543032,0.00011211571,0.000016913578,0.0021910113],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999001,0.000014590925,0.0000068926142,0.000020900157,0.000033527216,0.000023986935],"domain_scores_gemma":[0.999363,0.00036288932,0.000058976297,0.00004833331,0.0001283545,0.000038457725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027030284,0.0003172286,0.00034110688,0.00078614784,0.00052302756,0.00079984154,0.0007947054,0.0011203528,0.0028498215],"category_scores_gemma":[0.0015105689,0.00024289938,0.00049603335,0.00059094385,0.0009210917,0.0009276669,0.000563464,0.0005425445,0.0003282236],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000326459,0.00024353142,0.0074302866,0.00018795853,0.00003386777,0.00052633195,0.00033164554,0.9119402,0.05541289,0.009148377,0.00077616755,0.013642388],"study_design_scores_gemma":[0.000010654257,0.000026526219,0.0017605975,0.000008883866,0.0000034524874,0.00002145763,0.000073613846,0.99422085,0.0032676386,0.0003600669,0.00023433441,0.000011981815],"about_ca_topic_score_codex":0.01495495,"about_ca_topic_score_gemma":0.0049213404,"teacher_disagreement_score":0.01495495,"about_ca_system_score_codex":0.0006857632,"about_ca_system_score_gemma":0.000669763,"threshold_uncertainty_score":0.029735804},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9811524,0.00017052122,0.015085064,0.00006962376,0.000014847069,0.000041424883,0.000078364574,0.000058315192,0.0033293592],"genre_scores_gemma":[0.99364096,0.00010957319,0.0055951653,0.000008044188,0.0000025641596,0.000022728129,0.000025429501,0.000005166573,0.0005903963],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999897,0.000024076471,0.0000077256855,0.000014894518,0.00003216967,0.000024071167],"domain_scores_gemma":[0.99950767,0.00030370278,0.00007764865,0.000037240457,0.000055414454,0.000018330491],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003722253,0.0003788919,0.00053662405,0.00042995787,0.00034851787,0.0005735524,0.00055574684,0.0013067978,0.0012995648],"category_scores_gemma":[0.0010572649,0.00019675061,0.00050898327,0.00040851661,0.000546794,0.00041970293,0.0003470813,0.0002874531,0.000118165706],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012700974,0.00019253914,0.0032142308,0.00013905193,0.000018032479,0.00018497581,0.0000764902,0.96278447,0.023962706,0.00079030526,0.00011589773,0.008394275],"study_design_scores_gemma":[0.00001367191,0.00015097193,0.0009161985,0.00001012328,0.000010815958,0.000022445238,0.000047043406,0.99319357,0.0054028966,0.00007719795,0.00014729713,0.000007797742],"about_ca_topic_score_codex":0.004773181,"about_ca_topic_score_gemma":0.0040280223,"teacher_disagreement_score":0.004773181,"about_ca_system_score_codex":0.00033734267,"about_ca_system_score_gemma":0.00040950443,"threshold_uncertainty_score":0.009490788},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99704546,0.0012179381,0.0009810854,0.000026227526,0.000023007877,0.000020018151,0.00015905972,0.000023064402,0.00050409004],"genre_scores_gemma":[0.9960562,0.0007693633,0.002328121,0.000023307168,0.000009040726,0.000020908716,0.0001547121,0.000018364204,0.0006200784],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955446,0.00006276945,0.000047090318,0.00007499893,0.00019522806,0.00006548463],"domain_scores_gemma":[0.9994043,0.00011518285,0.000143706,0.000025665744,0.00021392904,0.000097148746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005695701,0.00060995744,0.0004485447,0.0008781441,0.00031003094,0.00047900947,0.00025631685,0.0003736246,0.0009421783],"category_scores_gemma":[0.000761089,0.00029169026,0.0004075292,0.0005614982,0.00022449146,0.00041875217,0.00032975292,0.00051357993,0.00027426684],"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":[0.0003060333,0.000059919865,0.0031597826,0.00020071589,0.000031598385,0.000099738194,0.000101539044,0.0007717346,0.9873504,0.00004749572,0.00006391638,0.007807255],"study_design_scores_gemma":[0.000018785697,0.0024251624,0.035082486,0.000049006005,0.00014888961,0.00020595458,0.00047761612,0.0044674827,0.95418406,0.000052761414,0.0028462447,0.00004157305],"about_ca_topic_score_codex":0.0014671037,"about_ca_topic_score_gemma":0.0051255426,"teacher_disagreement_score":0.0014671037,"about_ca_system_score_codex":0.00027552934,"about_ca_system_score_gemma":0.00025275603,"threshold_uncertainty_score":0.0031518936},"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":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9477348,0.0013232904,0.00089265394,0.0014804133,0.00018724476,0.00005149521,0.0026653334,0.00010444047,0.045560338],"genre_scores_gemma":[0.9669171,0.0005598835,0.0010276029,0.00009560631,0.000026602873,0.000018006172,0.0005383772,0.000037643757,0.030779097],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991161,0.000056937788,0.000034337078,0.00018464214,0.00028403266,0.00032388093],"domain_scores_gemma":[0.99870145,0.00012200616,0.00022595373,0.000057867575,0.0006257219,0.00026693565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037726315,0.00042235103,0.00042308966,0.0014373371,0.0048434874,0.0029315003,0.0005154435,0.0008813903,0.012678008],"category_scores_gemma":[0.002520995,0.0003891228,0.0003733503,0.0023943651,0.001859501,0.0004466616,0.0017571987,0.0007878371,0.0014378553],"study_design_candidate":"not_applicable","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":[0.0018584759,0.00011370063,0.71558106,0.00039626536,0.00014060776,0.010127308,0.035669405,0.0043326747,0.0123163145,0.013912877,0.037698984,0.16785236],"study_design_scores_gemma":[0.0000230649,0.00019944177,0.91864794,0.00017197154,0.00008668657,0.0039445567,0.021335972,0.0012770147,0.0017854408,0.0005972385,0.05185979,0.000070837596],"about_ca_topic_score_codex":0.74662393,"about_ca_topic_score_gemma":0.9451093,"teacher_disagreement_score":0.25337607,"about_ca_system_score_codex":0.0099102305,"about_ca_system_score_gemma":0.01146081,"threshold_uncertainty_score":0.5097365},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930341,0.0010816038,0.0040567475,0.000036247107,0.00002842421,0.0000384981,0.00047177926,0.000074474876,0.0011781497],"genre_scores_gemma":[0.99362504,0.0006052567,0.0041603707,0.000032604115,0.000014847349,0.000054915163,0.00049413467,0.000015979362,0.000996889],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992731,0.000086553795,0.000097791184,0.00014783148,0.0003385362,0.000056198864],"domain_scores_gemma":[0.9989569,0.00032179037,0.00031534286,0.00009404345,0.00026009005,0.0000518645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048941583,0.0005015203,0.0002541622,0.0005545555,0.00022233068,0.00023850531,0.00029702648,0.0003563129,0.0017869862],"category_scores_gemma":[0.0010239898,0.00015055707,0.0004151521,0.0006456769,0.00034509983,0.00033453747,0.00028985506,0.0002909961,0.00026442157],"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":[0.00022188768,0.000058085698,0.001386988,0.00011723935,0.000013783438,0.000098215976,0.00016666218,0.00063331804,0.9932087,0.00003779085,0.00006038206,0.003997],"study_design_scores_gemma":[0.000010056314,0.0016130826,0.014993649,0.000018871655,0.000057708115,0.00021860322,0.00018494108,0.0019340927,0.97965163,0.000032768465,0.0012504108,0.00003416827],"about_ca_topic_score_codex":0.00074201555,"about_ca_topic_score_gemma":0.001111915,"teacher_disagreement_score":0.0017869862,"about_ca_system_score_codex":0.00018745947,"about_ca_system_score_gemma":0.00014700586,"threshold_uncertainty_score":0.005978048},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99805933,0.0002129404,0.0009943559,0.0000061468263,0.000004113734,0.000002793507,0.0000139089425,0.000016329594,0.00069004233],"genre_scores_gemma":[0.9996314,0.00006819943,0.00018795085,0.0000023340185,6.6396376e-7,6.175646e-7,0.0000047932717,0.000002473915,0.00010152395],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999175,0.000012145861,0.0000035878454,0.000015550728,0.000033313434,0.000018008013],"domain_scores_gemma":[0.99976224,0.0000884495,0.000048886952,0.000013259994,0.000057611036,0.000029589457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011362181,0.00021641215,0.00012359489,0.00027605944,0.00016053235,0.00022339378,0.00006684555,0.000154336,0.000503432],"category_scores_gemma":[0.00038011748,0.0001008926,0.00015202709,0.00011177762,0.00021247934,0.00015403813,0.0001233454,0.00013023781,0.00008130832],"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":[0.00019421254,0.000025284151,0.0030950382,0.0000503163,0.000012695072,0.00016016708,0.000033449294,0.0068959706,0.9843342,0.00014697589,0.000028922368,0.005022838],"study_design_scores_gemma":[0.000012186007,0.00043944077,0.03506893,0.000011419758,0.00005692166,0.00018051872,0.00008965921,0.042412106,0.9209196,0.000094117095,0.0006980586,0.000017082213],"about_ca_topic_score_codex":0.001237605,"about_ca_topic_score_gemma":0.0022003865,"teacher_disagreement_score":0.001237605,"about_ca_system_score_codex":0.00013290576,"about_ca_system_score_gemma":0.00012392922,"threshold_uncertainty_score":0.0024608374},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99896896,0.00008350391,0.00046456783,0.000012392078,0.00000542013,0.0000043727514,0.00013341202,0.0000133864505,0.00031402742],"genre_scores_gemma":[0.9992828,0.00004126025,0.00027647073,0.000008435843,0.0000014144207,0.0000041049852,0.00015365404,0.000007932672,0.00022396288],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997502,0.000022397564,0.000024088253,0.000049423572,0.00010691285,0.000047000016],"domain_scores_gemma":[0.9993118,0.00028275038,0.00008765416,0.000092800634,0.00018442134,0.000040531388],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039143028,0.0002582949,0.00029197265,0.00035709285,0.00042446217,0.00025440636,0.00038828558,0.0005769974,0.002258436],"category_scores_gemma":[0.0011373775,0.00020454844,0.0003669025,0.00033614892,0.0004949541,0.00037995173,0.00025776817,0.00036798068,0.00018671666],"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":[0.0014560819,0.00014682369,0.016934022,0.0001275372,0.00004648634,0.00049466756,0.00065923476,0.0240494,0.94485587,0.00022964954,0.0002491163,0.010751163],"study_design_scores_gemma":[0.000024591385,0.00069730234,0.07435536,0.000021156364,0.00008521503,0.00021936823,0.00030721212,0.023043623,0.8999997,0.00014353012,0.0010640463,0.000039046336],"about_ca_topic_score_codex":0.0024003729,"about_ca_topic_score_gemma":0.0050504724,"teacher_disagreement_score":0.0024003729,"about_ca_system_score_codex":0.00033128494,"about_ca_system_score_gemma":0.0001890026,"threshold_uncertainty_score":0.0075552464},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988379,0.00012847045,0.0005852479,0.0000049434993,0.000008762289,0.0000067723677,0.00003953466,0.000015047998,0.00037330834],"genre_scores_gemma":[0.99915385,0.000065707565,0.0003553988,0.000006092215,0.0000020315467,0.000004905597,0.000038806196,0.0000044912094,0.00036866573],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996692,0.00003910301,0.0000156527,0.00005395783,0.00016200948,0.000060170205],"domain_scores_gemma":[0.9992138,0.00017251926,0.00013311778,0.000045436278,0.0003327813,0.00010227522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004453398,0.00036196754,0.00024592713,0.00068361574,0.0003320622,0.00022245453,0.00029474657,0.0004542278,0.0011221622],"category_scores_gemma":[0.0007346474,0.00016193769,0.00026636536,0.00042916732,0.00043628135,0.00028801683,0.00018932419,0.00019255145,0.000108505934],"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":[0.0012815308,0.000097294294,0.0029011802,0.00011906102,0.000016896125,0.00016930666,0.00011922714,0.0056271185,0.9826973,0.00008705184,0.00005461678,0.0068293544],"study_design_scores_gemma":[0.000025409121,0.0019507067,0.036402363,0.00001547735,0.000107996224,0.00015222632,0.00022923255,0.022917878,0.93749785,0.00006291517,0.00060554827,0.00003251519],"about_ca_topic_score_codex":0.0020871111,"about_ca_topic_score_gemma":0.005234693,"teacher_disagreement_score":0.0020871111,"about_ca_system_score_codex":0.00028974703,"about_ca_system_score_gemma":0.00035756652,"threshold_uncertainty_score":0.004149914},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97468954,0.00015555052,0.01366646,0.00019709818,0.000040921197,0.000028126737,0.00012971989,0.0000917734,0.011000789],"genre_scores_gemma":[0.9976847,0.000042127223,0.0010820342,0.000009386166,0.000007057846,0.00000799603,0.00003310627,0.000009317173,0.0011242656],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987876,0.000029824154,0.000006299011,0.000018621451,0.00003276289,0.00003366466],"domain_scores_gemma":[0.9992569,0.00039511174,0.000092082366,0.00003231969,0.0001496938,0.000073818985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002519111,0.00031108555,0.00044623797,0.00068497413,0.00057810935,0.0007276047,0.00063235266,0.0011180041,0.0017733849],"category_scores_gemma":[0.0017308417,0.0003201691,0.00037410008,0.0006692111,0.0008190981,0.00045215138,0.0004936763,0.0005182402,0.0001226457],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000101242644,0.000085709995,0.006335428,0.00003954976,0.000021153011,0.0003509926,0.00006651265,0.9837128,0.0039964477,0.002253212,0.00031286926,0.0027240685],"study_design_scores_gemma":[0.0000074623995,0.0000148915515,0.0012393021,0.0000022772188,0.0000028071106,0.000013551879,0.000030312316,0.99827635,0.00023847305,0.00009827065,0.000071407434,0.000004861928],"about_ca_topic_score_codex":0.020322602,"about_ca_topic_score_gemma":0.009887746,"teacher_disagreement_score":0.020322602,"about_ca_system_score_codex":0.00055963465,"about_ca_system_score_gemma":0.0006278771,"threshold_uncertainty_score":0.04040861},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06144699,0.00023002428,0.9303888,0.000042776715,0.00001810085,0.00009284634,0.00004054362,0.0003647527,0.0073751044],"genre_scores_gemma":[0.72773886,0.0002210908,0.26853487,0.00003282197,0.0000135081345,0.00020077689,0.00012448711,0.000096160315,0.0030374066],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992673,0.00021698674,0.000037173668,0.00006869073,0.0003535674,0.00005631458],"domain_scores_gemma":[0.9992773,0.00021091984,0.00012774563,0.000057912093,0.0003052974,0.000020834439],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000992207,0.00061962515,0.00034912623,0.0006741539,0.00019967981,0.00036847757,0.0005644826,0.0005062705,0.002670399],"category_scores_gemma":[0.002283333,0.00024407638,0.0005429848,0.00026016487,0.00018310643,0.0002817817,0.0003480016,0.00033700455,0.0006418111],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029630936,0.00012857474,0.0034214817,0.00039985744,0.000043805296,0.00021298118,0.0002534294,0.5107556,0.15186408,0.009093903,0.0016918804,0.32183817],"study_design_scores_gemma":[0.00003222507,0.0012106308,0.0045317663,0.000066928034,0.000071355906,0.0002560217,0.00010784278,0.9389117,0.039990913,0.0024974337,0.012283208,0.00003996688],"about_ca_topic_score_codex":0.0010867107,"about_ca_topic_score_gemma":0.0010509848,"teacher_disagreement_score":0.002670399,"about_ca_system_score_codex":0.00033628114,"about_ca_system_score_gemma":0.0005254401,"threshold_uncertainty_score":0.008933425},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99621516,0.00005728184,0.0021436007,0.00003069619,0.000020375948,0.000019360195,0.00002286119,0.00007139896,0.0014191582],"genre_scores_gemma":[0.9987191,0.000024312698,0.00037862657,0.00000585003,0.0000020478528,0.0000040900127,0.00000840755,0.000002478824,0.00085506466],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997918,0.000011896593,0.0000075569665,0.000036629128,0.000077557546,0.000074558346],"domain_scores_gemma":[0.99969804,0.000057867725,0.000080042286,0.000030444606,0.00007437608,0.000059206075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025852228,0.00031172772,0.00027881592,0.00075295375,0.00057442364,0.00030281485,0.0008510188,0.0007689837,0.0037159175],"category_scores_gemma":[0.0004699937,0.00026620665,0.00026902888,0.00020066867,0.00082402816,0.0005086389,0.00060927507,0.00033991953,0.000445232],"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":[0.000802913,0.00022951777,0.013689497,0.0002110762,0.000030053423,0.0059719034,0.000822019,0.015983585,0.9417892,0.0025934444,0.0006741323,0.01720255],"study_design_scores_gemma":[0.00019089034,0.0026318925,0.07056715,0.00006276289,0.00012866053,0.001863913,0.0023153918,0.21524155,0.7011022,0.0013121391,0.0044538123,0.00012965368],"about_ca_topic_score_codex":0.003493921,"about_ca_topic_score_gemma":0.0029495684,"teacher_disagreement_score":0.0037159175,"about_ca_system_score_codex":0.0003610847,"about_ca_system_score_gemma":0.00033180363,"threshold_uncertainty_score":0.012430906},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6805356,0.00039843732,0.3054086,0.00010339261,0.000031026895,0.00020034333,0.00027720115,0.0003475267,0.012697903],"genre_scores_gemma":[0.99504197,0.00012759883,0.0030410422,0.000009206296,0.0000033505116,0.000060438728,0.0000775618,0.000015010767,0.0016238353],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996915,0.00003998645,0.00001696268,0.0000660915,0.0001337352,0.000051849354],"domain_scores_gemma":[0.9997011,0.00007591584,0.0000809252,0.000033419874,0.00008783644,0.00002082287],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032363544,0.00046184528,0.00028091017,0.0008084141,0.0001888522,0.00051541085,0.0007246234,0.00054521346,0.0013611006],"category_scores_gemma":[0.00066985685,0.00019500623,0.00038162083,0.00027050727,0.0007182173,0.00054657494,0.0003820176,0.0003904741,0.0003486149],"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":[0.00032305226,0.00018082572,0.0031079901,0.00010659026,0.00002065988,0.00040641465,0.00025331572,0.6153191,0.35329837,0.013689637,0.00032850154,0.012965545],"study_design_scores_gemma":[0.0000042316015,0.00009738747,0.0011849162,0.000004813084,0.0000051200823,0.00003993459,0.000019901681,0.9777584,0.019961819,0.00057283667,0.00034273104,0.000007866978],"about_ca_topic_score_codex":0.0028607913,"about_ca_topic_score_gemma":0.0016071827,"teacher_disagreement_score":0.0028607913,"about_ca_system_score_codex":0.0005224085,"about_ca_system_score_gemma":0.00039444587,"threshold_uncertainty_score":0.00568825},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7066074,0.00035500946,0.2766696,0.00013317558,0.00004662885,0.00004505691,0.00017292434,0.00020329872,0.01576687],"genre_scores_gemma":[0.99538165,0.00008415962,0.002536079,0.0000068534687,0.0000029960352,0.000010382831,0.000025218647,0.00000669331,0.0019460281],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998989,0.000017537683,0.0000053268736,0.000017528188,0.00004030224,0.000020350279],"domain_scores_gemma":[0.9999174,0.000019224828,0.000020145295,0.000012931543,0.000021361788,0.000008939472],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013269871,0.00030271788,0.00036081372,0.00029114736,0.0001364401,0.0004604641,0.00051285495,0.00044977997,0.0008691939],"category_scores_gemma":[0.00026667205,0.00014604766,0.00039779893,0.0002131713,0.0004679044,0.0004339282,0.0003665239,0.00021054473,0.00012720146],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000696834,0.00004996327,0.0020056278,0.000057696892,0.000015304287,0.00032196153,0.00006408171,0.94649404,0.031611394,0.0075728614,0.00023034144,0.011507098],"study_design_scores_gemma":[0.000006826474,0.000028333778,0.0005297181,0.000004057216,0.0000043070872,0.000035500918,0.000014974545,0.9969669,0.0016220168,0.00042859523,0.00035429926,0.000004553596],"about_ca_topic_score_codex":0.0040840395,"about_ca_topic_score_gemma":0.0037975425,"teacher_disagreement_score":0.0040840395,"about_ca_system_score_codex":0.00035668115,"about_ca_system_score_gemma":0.00035478084,"threshold_uncertainty_score":0.008120537},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993919,0.000008090507,0.00024310303,0.000005844059,0.0000040522946,0.000009393123,0.00006306013,0.00001321444,0.00026131838],"genre_scores_gemma":[0.99802315,0.000017005696,0.00058017636,0.000012132196,0.0000026380076,0.000011644076,0.000129592,0.0000043351683,0.0012193633],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99988616,0.000009783994,0.0000029642683,0.000045645804,0.000029173669,0.000026264679],"domain_scores_gemma":[0.99944097,0.0001234326,0.000057538997,0.000043149124,0.00018455037,0.00015028758],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016706134,0.0003310472,0.0003215481,0.00031813237,0.0005805663,0.00019416038,0.0005620972,0.00037474095,0.0014991004],"category_scores_gemma":[0.00030438628,0.00017046416,0.0002441206,0.0002109621,0.0004071273,0.00028885886,0.0002482992,0.00046799897,0.00023504392],"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":[0.0026630461,0.0028408463,0.07086687,0.0002749622,0.000044312157,0.0018392303,0.00245584,0.003913771,0.90231097,0.0002199427,0.0006180019,0.011952189],"study_design_scores_gemma":[0.00014852734,0.018712092,0.81421375,0.000049783128,0.00016018457,0.0014677951,0.007122364,0.0134210475,0.14078167,0.0003353859,0.003474448,0.00011298836],"about_ca_topic_score_codex":0.003980324,"about_ca_topic_score_gemma":0.015147017,"teacher_disagreement_score":0.003980324,"about_ca_system_score_codex":0.0003034614,"about_ca_system_score_gemma":0.00036863863,"threshold_uncertainty_score":0.007914364},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2153834,0.002187603,0.6902551,0.00049728656,0.00031594868,0.00051230396,0.0030707032,0.0012353469,0.08654233],"genre_scores_gemma":[0.8785477,0.0019998425,0.048240203,0.000177792,0.000063112944,0.0006312026,0.0021163307,0.00029160373,0.06793209],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997042,0.00003497507,0.000018436174,0.000057471658,0.00014412592,0.000040747407],"domain_scores_gemma":[0.9998202,0.000040028684,0.00003817386,0.000019532867,0.000072706614,0.000009393401],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026362133,0.00073497166,0.0006632595,0.001011456,0.0003705623,0.0010025621,0.0019952767,0.0016392104,0.0030755906],"category_scores_gemma":[0.00063256535,0.0004446007,0.0007908104,0.0007940794,0.00048012077,0.0008327461,0.00042736006,0.0007737649,0.0009729569],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022773851,0.000051612085,0.0008249991,0.000089274945,0.000026275737,0.0002946356,0.00008670642,0.9623466,0.017023036,0.012102411,0.0006836849,0.0064480235],"study_design_scores_gemma":[0.000007126875,0.00001580515,0.00059883756,0.000010401018,0.0000104636565,0.000117003416,0.00002400586,0.99206585,0.001519468,0.0014911891,0.004127696,0.000012149357],"about_ca_topic_score_codex":0.013716558,"about_ca_topic_score_gemma":0.0134839965,"teacher_disagreement_score":0.013716558,"about_ca_system_score_codex":0.001110962,"about_ca_system_score_gemma":0.0010960747,"threshold_uncertainty_score":0.027273417},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984652,0.00041813578,0.0002699774,0.000017714001,0.000013703693,0.000015427928,0.00026641507,0.000011852559,0.0005215149],"genre_scores_gemma":[0.9981665,0.00032857616,0.0006694489,0.0000261826,0.0000051677303,0.000020702288,0.00020580801,0.000008570608,0.00056914793],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977094,0.000029635014,0.000027418964,0.00006120377,0.000062045685,0.000048774353],"domain_scores_gemma":[0.9997491,0.00008095063,0.00006200931,0.000013843,0.000052898187,0.00004124342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019250391,0.000379078,0.00032602213,0.0002896139,0.00019484025,0.0005022848,0.00017740548,0.00025256813,0.0006028142],"category_scores_gemma":[0.00031685835,0.00014396085,0.0002725701,0.00029202417,0.00021994667,0.00022639055,0.00017049651,0.00044196373,0.00009695385],"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":[0.00035565172,0.00006759728,0.0021471486,0.0001350284,0.000025096173,0.00006952284,0.000037583028,0.0004973725,0.9935315,0.00003173782,0.000032076372,0.0030696834],"study_design_scores_gemma":[0.000016274022,0.0010059924,0.030516349,0.000027385011,0.00006539868,0.00007179661,0.0001906803,0.0013916983,0.9651733,0.00006213088,0.0014603703,0.000018696643],"about_ca_topic_score_codex":0.0022350578,"about_ca_topic_score_gemma":0.0035667415,"teacher_disagreement_score":0.0022350578,"about_ca_system_score_codex":0.00022585952,"about_ca_system_score_gemma":0.00021493321,"threshold_uncertainty_score":0.0044440627},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12777632,0.0003832788,0.8649394,0.000050221373,0.000027391528,0.00002684557,0.00006516773,0.00011245186,0.006618909],"genre_scores_gemma":[0.9787098,0.00033785822,0.01876491,0.000013374905,0.00001420289,0.000034095992,0.00006899229,0.000032140557,0.0020245616],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999331,0.00001849397,0.0000032534026,0.000009703958,0.000028260945,0.000007243476],"domain_scores_gemma":[0.99989665,0.0000309375,0.00003369725,0.00000799916,0.000024903398,0.000005705043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001790674,0.0004833784,0.00019194635,0.00039600703,0.00011495211,0.00026592636,0.00033617218,0.0001618727,0.0011716544],"category_scores_gemma":[0.00035487404,0.00014763392,0.0004489678,0.00019812639,0.00039218928,0.00028688772,0.00032839418,0.0002061247,0.00013915518],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006577766,0.000014011886,0.0027483357,0.00013055863,0.000047085763,0.00022650148,0.00010181375,0.8990288,0.02672199,0.0382742,0.0004365312,0.032204468],"study_design_scores_gemma":[0.0000015172672,0.00003580694,0.00059949333,0.000007830243,0.0000047302524,0.000024022638,0.000017557946,0.99535865,0.0013537733,0.00227755,0.0003144411,0.0000046474356],"about_ca_topic_score_codex":0.0016224387,"about_ca_topic_score_gemma":0.0013382266,"teacher_disagreement_score":0.0016224387,"about_ca_system_score_codex":0.00016385515,"about_ca_system_score_gemma":0.00026014427,"threshold_uncertainty_score":0.003919542},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99918026,0.000036915513,0.0003836262,0.000002663634,0.0000016461616,0.0000027763151,0.00007410405,0.000010856392,0.00030705525],"genre_scores_gemma":[0.9992398,0.000019182271,0.00021032362,0.0000026034113,6.68744e-7,0.000002437543,0.00010747864,0.000002732711,0.0004147322],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998863,0.0000054304383,0.000009192895,0.000022773302,0.00005227552,0.000024041703],"domain_scores_gemma":[0.99951434,0.00007050404,0.000117014184,0.000025143592,0.00020988903,0.000063061896],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015907701,0.00023108437,0.00017246758,0.000746077,0.00015396957,0.00024740925,0.00020429272,0.00024154808,0.0022553094],"category_scores_gemma":[0.0005222689,0.00013499302,0.00014464706,0.0003418089,0.0002109108,0.00019233566,0.00019334495,0.00016607948,0.00023543731],"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":[0.0007250516,0.00006316491,0.04395922,0.00007784071,0.00002534414,0.0003120251,0.00028491448,0.0021407332,0.9399526,0.00020284083,0.0001446448,0.012111527],"study_design_scores_gemma":[0.000020150655,0.0008079653,0.42276552,0.000020523103,0.00005851921,0.00031513398,0.0007119166,0.021729268,0.5523069,0.00010372159,0.0011291308,0.000031275376],"about_ca_topic_score_codex":0.0022176565,"about_ca_topic_score_gemma":0.0038401627,"teacher_disagreement_score":0.0022553094,"about_ca_system_score_codex":0.00015807452,"about_ca_system_score_gemma":0.00009457609,"threshold_uncertainty_score":0.0075448155},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99879646,0.00009665204,0.0007728072,0.0000073590345,0.0000027183855,0.0000028384404,0.000059099002,0.000018646193,0.0002433633],"genre_scores_gemma":[0.99936205,0.000039659626,0.00025107426,0.000004322741,9.698393e-7,0.0000029615646,0.000047504123,0.000004512351,0.00028700117],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999118,0.000005005755,0.000007085591,0.000023619987,0.000027270704,0.000025295325],"domain_scores_gemma":[0.999884,0.000015440426,0.000040352326,0.000013491751,0.000023009852,0.000023629585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009010735,0.00022588772,0.00019068838,0.00026488333,0.00016091701,0.00029315642,0.00011960416,0.00016762716,0.0009277703],"category_scores_gemma":[0.00020749556,0.00015284089,0.0001074108,0.00016743915,0.0003395314,0.00034513045,0.0003107604,0.00023599603,0.00011424694],"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":[0.00006339903,0.000007481849,0.0034488463,0.000026999762,0.0000051055167,0.00011245589,0.000100998994,0.00028026957,0.9936492,0.000051868195,0.00002313062,0.0022302587],"study_design_scores_gemma":[0.000005125538,0.000116138406,0.09083848,0.0000063027514,0.000014568168,0.00017809494,0.00031504175,0.0037881373,0.90384984,0.0001378945,0.00073956733,0.00001082193],"about_ca_topic_score_codex":0.00083875115,"about_ca_topic_score_gemma":0.0010364391,"teacher_disagreement_score":0.0009277703,"about_ca_system_score_codex":0.00012836902,"about_ca_system_score_gemma":0.000082358034,"threshold_uncertainty_score":0.003103733},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993074,0.0000062733743,0.000122031764,0.000003181372,0.0000018703429,6.1049434e-7,0.00015961957,0.000008666111,0.00039035457],"genre_scores_gemma":[0.99964845,0.0000041563007,0.000020652195,5.9861605e-7,8.8695356e-7,3.0852428e-7,0.0001277542,0.0000014039246,0.00019591546],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999455,0.0000042108704,0.0000036234533,0.00001538012,0.000015152333,0.000016210395],"domain_scores_gemma":[0.9995573,0.00015978514,0.000072876435,0.000024412597,0.00013324601,0.000052281397],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006838575,0.00010752927,0.00014890321,0.00057950674,0.00020911027,0.00021994332,0.0001774246,0.00016990771,0.0031774607],"category_scores_gemma":[0.0006880111,0.0000862379,0.00007040765,0.0002801172,0.00015326981,0.00029363783,0.00014683523,0.00009410999,0.00058577076],"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":[0.0035947692,0.00028461826,0.56546545,0.00023763925,0.0001072636,0.0013780505,0.0017115102,0.058704488,0.28072768,0.00063977524,0.002513872,0.084634766],"study_design_scores_gemma":[0.000019419316,0.0003821185,0.9508392,0.000011787468,0.000023027033,0.0002598417,0.0008931309,0.030659102,0.016119113,0.00018484196,0.0005867345,0.00002184018],"about_ca_topic_score_codex":0.005004839,"about_ca_topic_score_gemma":0.00616542,"teacher_disagreement_score":0.005004839,"about_ca_system_score_codex":0.00010838473,"about_ca_system_score_gemma":0.00010304246,"threshold_uncertainty_score":0.010629654},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99828786,0.000049114926,0.0012246753,0.000007928531,0.000007661407,0.0000035016983,0.000021069603,0.000026646136,0.00037158793],"genre_scores_gemma":[0.99928916,0.000023701601,0.00035050203,0.0000016173736,5.814537e-7,9.021617e-7,0.00001363844,0.0000019013659,0.00031790306],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991643,0.000006747275,0.0000038257626,0.00001572205,0.000030522027,0.000026811958],"domain_scores_gemma":[0.99983454,0.000024592497,0.000027793325,0.0000197059,0.000053571093,0.000039870156],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013244007,0.00026097725,0.00030633097,0.00034272939,0.00019258543,0.00022884941,0.00039365474,0.00030365415,0.0011233729],"category_scores_gemma":[0.00022522299,0.00012211286,0.00023010837,0.00029899343,0.00023243493,0.00023410413,0.00025235798,0.00016274943,0.00016102829],"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":[0.0015231351,0.00048416093,0.01100435,0.00023249822,0.000049330607,0.00063877436,0.00019450128,0.08511305,0.8542862,0.00039611166,0.00043901068,0.04563896],"study_design_scores_gemma":[0.00016713131,0.0055779787,0.0997825,0.000040354003,0.00022201287,0.00027479822,0.0007308487,0.22577634,0.66460794,0.0003532539,0.0023611172,0.00010565658],"about_ca_topic_score_codex":0.00229049,"about_ca_topic_score_gemma":0.007780849,"teacher_disagreement_score":0.00229049,"about_ca_system_score_codex":0.000178685,"about_ca_system_score_gemma":0.00028370478,"threshold_uncertainty_score":0.0045543313},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99926347,0.0002469194,0.000135916,0.000008438101,0.0000073943015,0.000005247832,0.000031150954,0.000006084423,0.0002954621],"genre_scores_gemma":[0.9987349,0.00029793972,0.0005377654,0.000016690261,0.0000041184353,0.000006562313,0.00004088508,0.000005653929,0.00035553364],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997658,0.000046404646,0.000030109526,0.000041598367,0.000077683595,0.00003829875],"domain_scores_gemma":[0.99926764,0.00020536239,0.00020577018,0.000037312915,0.00016545832,0.00011847619],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021747123,0.0004246892,0.00024235711,0.00023448904,0.00013438669,0.00031706624,0.00018842806,0.00022634976,0.0008437809],"category_scores_gemma":[0.0006334619,0.00022244477,0.00021861526,0.000188567,0.00019079116,0.0002678572,0.00019525945,0.00030458078,0.00013020329],"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":[0.0003596476,0.00006595759,0.001430041,0.00012944473,0.000022186054,0.00011392353,0.000046466077,0.0005245773,0.9947246,0.000010169214,0.000017695975,0.002555229],"study_design_scores_gemma":[0.000008020331,0.0017402869,0.01395835,0.000017499327,0.0000569427,0.00007121864,0.00014224675,0.0011214967,0.98235357,0.000011127334,0.00050692825,0.000012420614],"about_ca_topic_score_codex":0.00096874725,"about_ca_topic_score_gemma":0.0027369198,"teacher_disagreement_score":0.00096874725,"about_ca_system_score_codex":0.00012146739,"about_ca_system_score_gemma":0.00017651441,"threshold_uncertainty_score":0.0028227568},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9909037,0.00027516513,0.007767388,0.000016399292,0.000014384701,0.000054206695,0.00010105668,0.0001630651,0.000704582],"genre_scores_gemma":[0.99473095,0.00012345903,0.0047652116,0.0000050041267,0.0000023058476,0.000013713447,0.000052187683,0.0000185171,0.00028876035],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996886,0.000033374934,0.00002447768,0.000053670145,0.00012302535,0.00007693079],"domain_scores_gemma":[0.999476,0.00011996569,0.00015861845,0.00006790782,0.0001034306,0.00007413709],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000343605,0.00045491676,0.00033224773,0.0006847212,0.00029979408,0.0005255365,0.00046683158,0.0003727171,0.0012207975],"category_scores_gemma":[0.00088009745,0.00023172353,0.00027103262,0.00050430826,0.0002923902,0.0003555174,0.00028262005,0.00030212622,0.0003797587],"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":[0.0005184705,0.0001320136,0.0019580668,0.00021046762,0.000013976146,0.00022375892,0.00005916188,0.012052587,0.96806216,0.000113349546,0.00008389991,0.016572066],"study_design_scores_gemma":[0.000025504925,0.0016161771,0.009135513,0.000013302305,0.00002568852,0.00013558714,0.00008471793,0.02019399,0.9678794,0.000036328893,0.0008232769,0.000030476152],"about_ca_topic_score_codex":0.00061235763,"about_ca_topic_score_gemma":0.0015586354,"teacher_disagreement_score":0.0012207975,"about_ca_system_score_codex":0.00026197894,"about_ca_system_score_gemma":0.0002276093,"threshold_uncertainty_score":0.0040839314},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98667866,0.00011434848,0.004552565,0.00009654743,0.000030752122,0.00002163575,0.00007059574,0.000041263007,0.008393744],"genre_scores_gemma":[0.99811435,0.000053752225,0.0010897992,0.000009305324,0.00000342168,0.0000050947597,0.000015229462,0.000004008885,0.0007050782],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993205,0.000015866912,0.0000035820817,0.000009021986,0.000014747068,0.000024665222],"domain_scores_gemma":[0.9996387,0.00021000384,0.000041813608,0.000023124436,0.000056544784,0.000029708226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018031713,0.0003239389,0.00046697582,0.0004217101,0.00047294638,0.0005969381,0.0005259652,0.0010329693,0.0027679985],"category_scores_gemma":[0.0009510059,0.00014526767,0.00031908188,0.00037772002,0.00056175224,0.00041212025,0.00030708747,0.00028218364,0.00009864666],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030377737,0.0003343126,0.0054601715,0.00014996795,0.00002989253,0.00046275792,0.00008380921,0.9619448,0.017494984,0.0017065746,0.00042720098,0.011601674],"study_design_scores_gemma":[0.000030039644,0.0002290352,0.0021246073,0.000009672685,0.000023000826,0.000029832976,0.00012542879,0.99428856,0.0027701,0.00016023382,0.0002006205,0.000008867414],"about_ca_topic_score_codex":0.006804279,"about_ca_topic_score_gemma":0.005454358,"teacher_disagreement_score":0.006804279,"about_ca_system_score_codex":0.0002824296,"about_ca_system_score_gemma":0.00032745907,"threshold_uncertainty_score":0.01352936},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99856585,0.00002557719,0.0012248639,0.000003654012,0.000003149559,0.0000018648119,0.000009425892,0.000015442467,0.00015023291],"genre_scores_gemma":[0.99893945,0.00002212608,0.0007925294,0.0000014653729,7.303817e-7,0.0000013299116,0.000017145372,0.0000027748945,0.00022248818],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999949,0.00000523288,0.0000037672837,0.000011890885,0.000012937404,0.00001711946],"domain_scores_gemma":[0.9998721,0.000019571156,0.00003222688,0.000014389664,0.000030051617,0.000031721527],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016073284,0.00021873663,0.00014068185,0.00037863987,0.0002143845,0.0004391554,0.0001726438,0.00017209962,0.00061395677],"category_scores_gemma":[0.00027148754,0.00008133948,0.00010963459,0.00020146774,0.00019218096,0.00020736404,0.00030162086,0.00022152155,0.00007294916],"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":[0.00036567575,0.00011657753,0.017263321,0.000069672795,0.000009278841,0.0001410361,0.00014702404,0.016659332,0.9421662,0.00039266673,0.00009738022,0.022571674],"study_design_scores_gemma":[0.00006329367,0.0018423533,0.09618069,0.000025722256,0.00006059093,0.0001803946,0.00052056956,0.081763856,0.81567156,0.00026409084,0.0033845527,0.000042278276],"about_ca_topic_score_codex":0.00090012886,"about_ca_topic_score_gemma":0.003960364,"teacher_disagreement_score":0.00090012886,"about_ca_system_score_codex":0.00018400533,"about_ca_system_score_gemma":0.00031416767,"threshold_uncertainty_score":0.0020539165},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99156886,0.00005141449,0.007050795,0.000024149362,0.0000010330496,0.000003602875,0.000063942745,0.000052387564,0.0011837924],"genre_scores_gemma":[0.99871683,0.00005654056,0.0008747979,0.0000020252103,4.809361e-7,0.0000010769586,0.000035114466,0.0000068529494,0.00030625236],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99994755,0.000007819356,0.0000031475706,0.000009726187,0.00001856804,0.000013177363],"domain_scores_gemma":[0.9998282,0.000060739636,0.00003149515,0.00002838238,0.00003804921,0.000013137296],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015529436,0.00023394525,0.0001842506,0.00043545122,0.00019721735,0.0004925113,0.0003085801,0.00032399417,0.0014486933],"category_scores_gemma":[0.00043913635,0.00021194578,0.0001461077,0.0003591236,0.0005317463,0.0004801077,0.0002108163,0.00030170396,0.00015803638],"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":[0.00016699827,0.00012660726,0.0707378,0.00016771427,0.000030065265,0.00075885473,0.0014774987,0.5578166,0.3320172,0.005003481,0.00024974687,0.031447478],"study_design_scores_gemma":[0.000009733894,0.0001689376,0.14213318,0.000026369864,0.000017121178,0.00031962496,0.00102433,0.82555974,0.026642885,0.0025435742,0.0015053481,0.00004922519],"about_ca_topic_score_codex":0.0077021825,"about_ca_topic_score_gemma":0.018386347,"teacher_disagreement_score":0.0077021825,"about_ca_system_score_codex":0.00026283908,"about_ca_system_score_gemma":0.00027885736,"threshold_uncertainty_score":0.015314698},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5481075,0.0017667841,0.4273758,0.0002618088,0.00017684183,0.0004021394,0.002024226,0.0017017054,0.018183189],"genre_scores_gemma":[0.9400548,0.00025379923,0.05780036,0.000055739696,0.0000402954,0.00009453498,0.0006974812,0.00006206399,0.0009409246],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9942316,0.001621457,0.00027839854,0.000665948,0.003027767,0.00017491123],"domain_scores_gemma":[0.9799549,0.009232692,0.002314251,0.002543173,0.005643869,0.00031111727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009695566,0.0008993642,0.000563587,0.0055377823,0.0005304183,0.0013866673,0.0015383967,0.00058903807,0.001557126],"category_scores_gemma":[0.029587239,0.00020373813,0.00054543646,0.003355068,0.00087447814,0.0011812499,0.0010683816,0.0012128246,0.0008719732],"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":[0.00035253933,0.00022206592,0.3416096,0.0006442491,0.00016982098,0.00048536653,0.0012430851,0.020544985,0.034820896,0.0043215626,0.002813551,0.5927723],"study_design_scores_gemma":[0.000021511123,0.0013007071,0.7218672,0.0004061676,0.00018895131,0.0017891251,0.0015606178,0.18795851,0.0595484,0.007414281,0.017753417,0.0001911777],"about_ca_topic_score_codex":0.004104969,"about_ca_topic_score_gemma":0.0058406754,"teacher_disagreement_score":0.009695566,"about_ca_system_score_codex":0.0006868365,"about_ca_system_score_gemma":0.0009114606,"threshold_uncertainty_score":0.05127561},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988856,0.00012297167,0.00019073582,0.0000066763055,0.000004303129,0.000007276064,0.00014517448,0.000021055495,0.0006161771],"genre_scores_gemma":[0.99826753,0.00007623378,0.00032968045,0.000009028038,0.0000014051494,0.000008099343,0.0002055262,0.000008530856,0.0010939429],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999718,0.00002554085,0.000030909796,0.000049540242,0.00011830035,0.000057681384],"domain_scores_gemma":[0.99958175,0.00008501926,0.000070485934,0.00003646819,0.0001290841,0.00009715534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022101057,0.00036971262,0.00033246065,0.00054184964,0.000324667,0.00030715362,0.00026816255,0.00027282204,0.0026245746],"category_scores_gemma":[0.00041276467,0.00023162039,0.00019948855,0.00045911592,0.00044350646,0.00026326693,0.0002817868,0.00035361235,0.0002860637],"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":[0.0004221318,0.00003544703,0.0013409022,0.000049512775,0.000007886012,0.00012885145,0.00012840408,0.00042821103,0.99542123,0.000022827162,0.000023675566,0.00199101],"study_design_scores_gemma":[0.000009318845,0.00064259174,0.025434516,0.000013281734,0.000018346893,0.000062470426,0.00025066864,0.0013073116,0.9713722,0.000014814923,0.00085834326,0.000016317877],"about_ca_topic_score_codex":0.0077540954,"about_ca_topic_score_gemma":0.020944912,"teacher_disagreement_score":0.0077540954,"about_ca_system_score_codex":0.0003562849,"about_ca_system_score_gemma":0.0003314954,"threshold_uncertainty_score":0.015417933},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99954104,0.000013984363,0.00027639954,0.0000041126027,0.0000023200337,0.0000033069464,0.000025858839,0.000011724904,0.000121309015],"genre_scores_gemma":[0.9991679,0.000020491338,0.00045592643,0.000004673499,0.0000011384299,0.0000031295642,0.00005426095,0.0000029541804,0.00028960803],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973434,0.00002504692,0.00001755762,0.000034112018,0.000104313614,0.00008469613],"domain_scores_gemma":[0.9996412,0.00006342928,0.00007337044,0.000039290946,0.00006949907,0.00011316262],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024340847,0.0006969572,0.00046521376,0.0004054926,0.00018614448,0.00023455475,0.00034382963,0.00040621203,0.0013707665],"category_scores_gemma":[0.00060535205,0.00026329604,0.00028091608,0.00038026916,0.00043757336,0.00026880606,0.00049528753,0.00036919734,0.0001662479],"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":[0.0016145525,0.00013393389,0.0052616578,0.000064562875,0.000029768438,0.0004652437,0.00020481246,0.009087012,0.97872627,0.000045154156,0.000049971277,0.0043171006],"study_design_scores_gemma":[0.0000816119,0.004366979,0.06603969,0.000011804699,0.00009666637,0.0002884134,0.0008831708,0.028288651,0.8988448,0.00008037269,0.0009698981,0.0000478935],"about_ca_topic_score_codex":0.0028851947,"about_ca_topic_score_gemma":0.0066430788,"teacher_disagreement_score":0.0028851947,"about_ca_system_score_codex":0.00027686282,"about_ca_system_score_gemma":0.0001958933,"threshold_uncertainty_score":0.005736828},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948394,0.00015605544,0.0023623137,0.000025449343,0.000016156608,0.0000120497925,0.0011472647,0.000093812516,0.001347533],"genre_scores_gemma":[0.99537414,0.000082007726,0.0020774973,0.000013813936,0.0000036765653,0.00001405365,0.0008848422,0.000047685655,0.0015023458],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910706,0.00035470628,0.0000567667,0.0002165214,0.00020261196,0.00006232748],"domain_scores_gemma":[0.9754591,0.022920523,0.0003757861,0.00044159146,0.0006916317,0.00011125046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016886902,0.00045008556,0.00040546805,0.00061472354,0.00039561477,0.00060491054,0.00055006426,0.00074826076,0.0025121542],"category_scores_gemma":[0.006114334,0.00031724313,0.00085131574,0.00071682135,0.00068619166,0.0006870427,0.00036339185,0.00040618493,0.00049572135],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.023257094,0.0017166483,0.23971349,0.0008549824,0.00058065576,0.0012224822,0.0006282204,0.3712961,0.26441383,0.000631091,0.0022633874,0.09342206],"study_design_scores_gemma":[0.00014400862,0.00471649,0.46144268,0.00005606891,0.0006063261,0.0004168367,0.0006991054,0.20520867,0.3240879,0.00044443438,0.0019945845,0.00018293118],"about_ca_topic_score_codex":0.015566494,"about_ca_topic_score_gemma":0.020949192,"teacher_disagreement_score":0.015566494,"about_ca_system_score_codex":0.0007462274,"about_ca_system_score_gemma":0.0002750611,"threshold_uncertainty_score":0.030951798},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991273,0.0001689458,0.00043726084,0.00000526331,0.0000043782475,0.0000067976025,0.00006163421,0.000012746198,0.00017550838],"genre_scores_gemma":[0.9979366,0.00026076395,0.001123388,0.000007183936,0.0000022516074,0.000011602088,0.000108717424,0.000008865623,0.00054072606],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977773,0.000036966023,0.00001706924,0.000041640295,0.00008783799,0.000038785496],"domain_scores_gemma":[0.99976677,0.000053256743,0.00007678528,0.000010831203,0.000064035725,0.000028398557],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027656366,0.00038134734,0.0002738433,0.00033542077,0.00013549869,0.00021778246,0.0001896816,0.0002702209,0.0006657664],"category_scores_gemma":[0.00038432525,0.00013253305,0.000265753,0.00026080114,0.00015266247,0.00041419233,0.00018042582,0.0003013504,0.00012289856],"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":[0.00019577914,0.000042266747,0.0007028369,0.00005808364,0.000010295767,0.000045161705,0.000029856155,0.00035246144,0.99727565,0.0000132313035,0.000009973139,0.0012643592],"study_design_scores_gemma":[0.0000040817117,0.0006224915,0.0038951964,0.000005164474,0.000019552104,0.000040275027,0.000050491442,0.0013143412,0.9937736,0.000007120438,0.00026134294,0.000006371833],"about_ca_topic_score_codex":0.0012688555,"about_ca_topic_score_gemma":0.0018657562,"teacher_disagreement_score":0.0012688555,"about_ca_system_score_codex":0.00017056105,"about_ca_system_score_gemma":0.00010978482,"threshold_uncertainty_score":0.0025229454},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983909,0.000013153149,0.00068483164,0.000020489699,0.00000441651,0.0000023107611,0.00003152894,0.000030113571,0.00082234206],"genre_scores_gemma":[0.99950385,0.000007886425,0.00008795003,0.0000033392714,7.2034396e-7,7.583957e-7,0.000019133453,0.0000022718255,0.00037406577],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999118,0.0000129045775,0.0000024229994,0.000011849995,0.000024430945,0.00003661124],"domain_scores_gemma":[0.9998103,0.000062216706,0.00002848779,0.000010344985,0.000042953343,0.000045769837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008715433,0.00026854943,0.00018941953,0.00025087278,0.00023065094,0.00024101553,0.0002204474,0.00043313784,0.0016413664],"category_scores_gemma":[0.00035699143,0.00011212414,0.00013987969,0.00016423306,0.00033735958,0.0002245069,0.00028677777,0.00023647331,0.00029877684],"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":[0.003818652,0.00044972386,0.017225116,0.00019682273,0.00006322505,0.002473965,0.00057404,0.2514658,0.69832695,0.00068551715,0.0011308267,0.023589412],"study_design_scores_gemma":[0.000043041793,0.001401298,0.06740297,0.000029898372,0.000044098404,0.00044965654,0.0012134679,0.77813715,0.15017842,0.000380154,0.00067522627,0.000044676977],"about_ca_topic_score_codex":0.001854697,"about_ca_topic_score_gemma":0.0021461924,"teacher_disagreement_score":0.001854697,"about_ca_system_score_codex":0.00018023187,"about_ca_system_score_gemma":0.00013292882,"threshold_uncertainty_score":0.005490899},"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":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10965404,0.0006234866,0.87217057,0.00026977342,0.000043014825,0.00005478857,0.00007612808,0.0003681712,0.016740035],"genre_scores_gemma":[0.8800239,0.000735008,0.11108369,0.00008181925,0.000022098142,0.00011798681,0.00006459585,0.0002444951,0.0076264734],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99956006,0.00015635023,0.000023797824,0.00005394206,0.00016613217,0.00003969711],"domain_scores_gemma":[0.99826294,0.0011279762,0.00028227858,0.000109819586,0.00019309665,0.000023870045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013025866,0.00062659715,0.00043288333,0.0008904545,0.00031185526,0.0009488387,0.000546385,0.0009262856,0.001942048],"category_scores_gemma":[0.004823849,0.0004385369,0.00057338184,0.0002905697,0.00093147304,0.0008540868,0.000704306,0.00073951937,0.00031444186],"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":[0.000034668225,0.000030498935,0.0006818546,0.00012531984,0.0000076404485,0.00011254401,0.00017275757,0.9380709,0.0077464944,0.031277664,0.00025953728,0.021480046],"study_design_scores_gemma":[0.0000035493251,0.000029481329,0.00017147235,0.000034539622,0.000003925685,0.000035561065,0.000048487276,0.98816,0.0037378378,0.0063712024,0.0013921645,0.0000117986],"about_ca_topic_score_codex":0.0014724798,"about_ca_topic_score_gemma":0.002469674,"teacher_disagreement_score":0.001942048,"about_ca_system_score_codex":0.0006876578,"about_ca_system_score_gemma":0.0006714458,"threshold_uncertainty_score":0.006888807},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988593,0.00019439434,0.00041659095,0.000008342768,0.0000064641767,0.000008459984,0.000056158664,0.000011231272,0.0004390866],"genre_scores_gemma":[0.9988287,0.00009771377,0.0005241109,0.000008787558,0.0000019714043,0.000009431009,0.00006753599,0.0000089597315,0.00045271803],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975187,0.00004016816,0.000021638309,0.000047179772,0.00009877076,0.00004027303],"domain_scores_gemma":[0.99930274,0.00019813816,0.00021335008,0.0000703819,0.00014746637,0.000067834626],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025393043,0.00037693512,0.00017260069,0.00024567684,0.00013536644,0.00021082335,0.0001591166,0.00023875355,0.0015189188],"category_scores_gemma":[0.0006787598,0.00019858294,0.0001791861,0.0002150064,0.00026030306,0.0002866679,0.00018519096,0.00026379107,0.0002311639],"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":[0.00029364764,0.000036174308,0.0016174266,0.00006851819,0.000011460262,0.00006793306,0.00005076455,0.00064260745,0.9953694,0.000019645904,0.000015860262,0.0018064807],"study_design_scores_gemma":[0.0000069506677,0.0011424551,0.02280863,0.0000075355874,0.00002311965,0.00008228206,0.00008203705,0.0010193501,0.97437876,0.000012772267,0.00042544052,0.000010574737],"about_ca_topic_score_codex":0.00028212712,"about_ca_topic_score_gemma":0.0009883865,"teacher_disagreement_score":0.0015189188,"about_ca_system_score_codex":0.00012665658,"about_ca_system_score_gemma":0.000098621276,"threshold_uncertainty_score":0.0050812364},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99837804,0.000044283064,0.0009806028,0.0000056570316,0.0000035160965,0.00001443995,0.000053020565,0.00001247347,0.0005078291],"genre_scores_gemma":[0.99792296,0.00006836127,0.0012812421,0.0000032493774,0.0000023149023,0.000009304941,0.000039022943,0.0000062031336,0.0006674928],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996147,0.00008221373,0.000018947247,0.00007205118,0.00013086137,0.00008120308],"domain_scores_gemma":[0.999388,0.0002255861,0.000065657936,0.00007082572,0.00022271737,0.000027322834],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006652327,0.00034364776,0.00038093296,0.0003546138,0.00071038294,0.00040308808,0.0006137698,0.0006406634,0.0013639326],"category_scores_gemma":[0.0009164577,0.00022571893,0.00038062787,0.00040416908,0.0006125666,0.00042963587,0.00021064714,0.00030102103,0.00028991944],"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":[0.00096951425,0.0007293015,0.004160423,0.00017214034,0.000025411993,0.00017980485,0.00040236002,0.004659844,0.98184925,0.00018665033,0.000076863995,0.006588426],"study_design_scores_gemma":[0.000034811892,0.00287017,0.013597509,0.000007118315,0.000056940633,0.000115691895,0.0005005591,0.010459331,0.97134215,0.000083560204,0.0009039882,0.00002817513],"about_ca_topic_score_codex":0.0031595957,"about_ca_topic_score_gemma":0.005446425,"teacher_disagreement_score":0.0031595957,"about_ca_system_score_codex":0.00042103574,"about_ca_system_score_gemma":0.00040063076,"threshold_uncertainty_score":0.006282389},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9919744,0.000012150601,0.0068832166,0.000007317949,0.0000022053039,0.000009894785,0.00006321218,0.000057787118,0.0009897946],"genre_scores_gemma":[0.9979031,0.000006968056,0.0017248335,8.025114e-7,3.3624391e-7,0.0000063691427,0.000060416813,0.000005420324,0.0002917717],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.999488,0.0000730096,0.000022076772,0.000063898806,0.00029883932,0.000054213357],"domain_scores_gemma":[0.9988851,0.00045570306,0.0001606767,0.00012016778,0.00032787301,0.000050554063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00096570473,0.00039882227,0.0002845478,0.0008810838,0.000313185,0.00042553316,0.0005817663,0.00038811457,0.0007708928],"category_scores_gemma":[0.0020897633,0.00021996554,0.00045666908,0.00027181595,0.00054384687,0.0003228013,0.00044803342,0.00028708554,0.00014785735],"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":[0.00084212126,0.00012466831,0.13772202,0.00014302197,0.000091487185,0.0010865725,0.00074630696,0.7312976,0.083061144,0.0032073506,0.0005063374,0.041171376],"study_design_scores_gemma":[0.00006160894,0.0013354959,0.11073795,0.00005326676,0.00010273696,0.00041883287,0.000853454,0.7188844,0.16373138,0.0013880447,0.0023368432,0.00009602539],"about_ca_topic_score_codex":0.0027768842,"about_ca_topic_score_gemma":0.004896246,"teacher_disagreement_score":0.0027768842,"about_ca_system_score_codex":0.00075597304,"about_ca_system_score_gemma":0.00038056905,"threshold_uncertainty_score":0.0055214167},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8697357,0.00014781811,0.123726584,0.000051274677,0.000004627426,0.000141205,0.00040608345,0.0005670961,0.0052194656],"genre_scores_gemma":[0.98834175,0.000035091198,0.0102467835,0.000002941391,0.000001282381,0.00004211056,0.00013085383,0.000024869887,0.001174301],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9991229,0.0001373161,0.00003719837,0.00011473333,0.00045032037,0.00013751308],"domain_scores_gemma":[0.99807954,0.000361958,0.0002859784,0.00014258211,0.0010440561,0.00008578369],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013151198,0.00044846904,0.00047274693,0.001328677,0.00058486505,0.0008063664,0.0009837112,0.00045469543,0.001461076],"category_scores_gemma":[0.0027804174,0.00032423178,0.0003205152,0.0005340437,0.00069403986,0.0004563098,0.0006237348,0.00026677302,0.00028999022],"study_design_candidate":"theoretical_or_conceptual","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":[0.00086634327,0.00011060571,0.04478831,0.00021754322,0.000033372537,0.00035683194,0.00071556703,0.7343308,0.089985445,0.004997145,0.0007883708,0.12280965],"study_design_scores_gemma":[0.00004290892,0.0010246993,0.064834826,0.00003105484,0.00006617946,0.00012532512,0.0003888565,0.88423663,0.04383736,0.0021730487,0.0031719117,0.00006716743],"about_ca_topic_score_codex":0.07781283,"about_ca_topic_score_gemma":0.1167555,"teacher_disagreement_score":0.92218715,"about_ca_system_score_codex":0.003310559,"about_ca_system_score_gemma":0.0022763577,"threshold_uncertainty_score":0.15471977},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9827502,0.00028245265,0.00048199826,0.00011909229,0.000008162553,0.00005675204,0.0003103485,0.00005553734,0.015935535],"genre_scores_gemma":[0.980335,0.0004570462,0.0013363376,0.00003745886,0.0000015975247,0.000027783251,0.0003975429,0.000019182668,0.017388],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9995503,0.000036310114,0.000014565263,0.00005877604,0.0001902222,0.00014992566],"domain_scores_gemma":[0.999514,0.000024262998,0.000035866113,0.0000249127,0.0002649849,0.00013594396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019814623,0.00034791167,0.00017190495,0.0011106329,0.003491458,0.0013999762,0.0005729145,0.00024214832,0.0033143046],"category_scores_gemma":[0.00060941704,0.00026508947,0.00012732683,0.0019949044,0.00091541535,0.00027234203,0.0010872326,0.00034304336,0.00043246138],"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":[0.00046463302,0.00030044885,0.5242724,0.00051059306,0.00007534761,0.0091604395,0.009080798,0.014096112,0.051256474,0.0030673267,0.012908403,0.37480697],"study_design_scores_gemma":[0.000014979956,0.00014749324,0.94729275,0.00010132095,0.000022541579,0.0005822278,0.010110078,0.0026119319,0.00397837,0.00013980409,0.034953896,0.000044591783],"about_ca_topic_score_codex":0.9497436,"about_ca_topic_score_gemma":0.9924751,"teacher_disagreement_score":0.05025637,"about_ca_system_score_codex":0.011891703,"about_ca_system_score_gemma":0.014156286,"threshold_uncertainty_score":0.10110462},"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":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0021918155,0.8842909,0.06226933,0.0013312886,0.0016177492,0.00036985672,0.00044594327,0.00043550704,0.04704762],"genre_scores_gemma":[0.013417114,0.89010257,0.06304928,0.00081148616,0.00043687437,0.00040566528,0.0007382277,0.0003527215,0.030686086],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9967739,0.0006042069,0.00036186527,0.00020417896,0.0019698588,0.00008601843],"domain_scores_gemma":[0.9956416,0.0016813665,0.00026421313,0.00020505945,0.00213966,0.00006816805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0036134403,0.0017311573,0.0016170201,0.0041238787,0.0005112472,0.0020082432,0.0022847326,0.0015204072,0.021030312],"category_scores_gemma":[0.007701184,0.0009812177,0.0011828961,0.004454434,0.000718725,0.0023774868,0.0009771107,0.0010758645,0.00917849],"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":[0.00006164123,0.00008610381,0.00014900949,0.013348445,0.000040231156,0.000058872003,0.00006812074,0.0034142814,0.0025083162,0.006743539,0.028236328,0.9452851],"study_design_scores_gemma":[0.000023577752,0.0003205252,0.0010123829,0.01492168,0.0001609131,0.0003128131,0.00013518463,0.0025306568,0.005348145,0.005845381,0.96932364,0.00006508301],"about_ca_topic_score_codex":0.0031366183,"about_ca_topic_score_gemma":0.0062172664,"teacher_disagreement_score":0.021030312,"about_ca_system_score_codex":0.0017809881,"about_ca_system_score_gemma":0.0025139423,"threshold_uncertainty_score":0.07035339},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99831486,0.000010888705,0.00042503513,0.0000145411295,0.0000026712614,0.00004243946,0.00005738577,0.000008275747,0.0011239569],"genre_scores_gemma":[0.997106,0.000023721721,0.0012821585,0.000006330484,0.0000016041454,0.000038731945,0.0001350866,0.000002292885,0.0014041085],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968433,0.000082423976,0.000017691744,0.00004920615,0.00011519118,0.000051186846],"domain_scores_gemma":[0.99911433,0.000114145296,0.00020843215,0.00003891814,0.0002698563,0.00025422484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047670695,0.00024710587,0.00008041309,0.0002601311,0.00037273858,0.00014586827,0.00024475102,0.0002579491,0.0019094378],"category_scores_gemma":[0.0016116551,0.00010414518,0.00010755449,0.00008466834,0.00014060274,0.00011871697,0.0002186159,0.0002329972,0.00029503924],"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":[0.0010219375,0.005250838,0.823846,0.00011165572,0.00007160987,0.00019663655,0.003720544,0.0019166894,0.07428875,0.00014677593,0.001653867,0.087774664],"study_design_scores_gemma":[0.0000171865,0.0021913154,0.989532,0.000010505646,0.000013473688,0.000059238628,0.00077448494,0.0011126962,0.0055585895,0.000023339802,0.00069789216,0.0000093248555],"about_ca_topic_score_codex":0.018707275,"about_ca_topic_score_gemma":0.067377664,"teacher_disagreement_score":0.018707275,"about_ca_system_score_codex":0.00043582206,"about_ca_system_score_gemma":0.0004579253,"threshold_uncertainty_score":0.037196755},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91817343,0.00014619165,0.077048235,0.000018419169,0.0000062315016,0.000008943724,0.00009863402,0.00018294463,0.0043168557],"genre_scores_gemma":[0.9979194,0.000029533227,0.00150055,0.0000016523506,0.0000012760828,0.0000039366855,0.00005565529,0.000011426866,0.00047656486],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986327,0.000020377518,0.0000052556165,0.000019110585,0.00007301883,0.00001894278],"domain_scores_gemma":[0.99976915,0.00010488806,0.000036135578,0.000021033822,0.000059029022,0.000009868278],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020995576,0.00024960018,0.00020587584,0.000783076,0.00010842639,0.00023830666,0.0003354021,0.00014453594,0.0013016764],"category_scores_gemma":[0.0007773282,0.00013002413,0.000149452,0.00027957693,0.00025945666,0.00031684476,0.00023704264,0.00013176214,0.0002579811],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023356194,0.00007379447,0.015790075,0.00015068435,0.000026144215,0.00026305544,0.00023823214,0.7818163,0.13595815,0.003994749,0.0004427546,0.061012622],"study_design_scores_gemma":[0.0000049858163,0.00006998211,0.010933558,0.000011030756,0.000010039154,0.000047703492,0.00004938529,0.95125955,0.03590904,0.0010472814,0.00064008887,0.000017461922],"about_ca_topic_score_codex":0.002282398,"about_ca_topic_score_gemma":0.0027749438,"teacher_disagreement_score":0.002282398,"about_ca_system_score_codex":0.0002693723,"about_ca_system_score_gemma":0.00018457447,"threshold_uncertainty_score":0.0045381784},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99864465,0.00030553562,0.0005282632,0.000006344402,0.000006778204,0.0000099113795,0.00008613321,0.000017738912,0.00039460184],"genre_scores_gemma":[0.99825543,0.00014297041,0.00042832916,0.0000059504005,0.0000018550261,0.000007002565,0.00013019778,0.00000866367,0.001019571],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997811,0.000016390228,0.000016578244,0.00003798455,0.0001086822,0.00003925225],"domain_scores_gemma":[0.999608,0.000060145405,0.000102897604,0.0000308797,0.00011915562,0.000078862504],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017706276,0.0003847664,0.0002929307,0.00057319936,0.00019855094,0.00034418792,0.00024103092,0.00027043017,0.0012488866],"category_scores_gemma":[0.00042846586,0.00019055391,0.00022070756,0.00032369312,0.00036091692,0.00035912055,0.00021096753,0.00031710888,0.00021194678],"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":[0.000121604426,0.000015776204,0.0023978252,0.00006917397,0.000008906154,0.00023387885,0.000089124296,0.00030930887,0.99469745,0.000020870519,0.00001096613,0.0020249998],"study_design_scores_gemma":[0.0000069318676,0.0007372225,0.05929991,0.0000208258,0.0000368504,0.00047520647,0.00040266686,0.0016016592,0.93552935,0.000039776485,0.0018228639,0.000026777938],"about_ca_topic_score_codex":0.0033724268,"about_ca_topic_score_gemma":0.010344873,"teacher_disagreement_score":0.0033724268,"about_ca_system_score_codex":0.00025091582,"about_ca_system_score_gemma":0.00023051992,"threshold_uncertainty_score":0.006705582},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99934,0.000057597634,0.00023436752,0.0000030480044,0.0000026546227,0.000003512778,0.000023931374,0.000011106825,0.000323842],"genre_scores_gemma":[0.9996865,0.000034863326,0.0001360284,0.0000020183722,8.6508703e-7,0.0000015172747,0.000017350714,0.0000020886157,0.000118780685],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998031,0.00003733098,0.00001596245,0.00003296384,0.00005177075,0.00005886143],"domain_scores_gemma":[0.99847955,0.00075686065,0.00028977636,0.00010261778,0.00014710621,0.0002240686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026644714,0.00044767864,0.00024139545,0.0004347749,0.00020936642,0.0003945803,0.00025723933,0.00027448504,0.0016784486],"category_scores_gemma":[0.0014653375,0.00019972265,0.00017179926,0.00031375402,0.0003881436,0.00041701674,0.00039311082,0.00021687425,0.00017659958],"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":[0.0025043096,0.0003842707,0.03577422,0.0002549854,0.000088761015,0.00072717626,0.00018595891,0.03453035,0.90190464,0.00021781394,0.00012617938,0.023301164],"study_design_scores_gemma":[0.000047414225,0.006500053,0.27314875,0.00004420023,0.0002752172,0.00055064476,0.0007285291,0.021952854,0.6954523,0.0001825056,0.001046982,0.000070493275],"about_ca_topic_score_codex":0.0011436341,"about_ca_topic_score_gemma":0.0020560229,"teacher_disagreement_score":0.0016784486,"about_ca_system_score_codex":0.0002091623,"about_ca_system_score_gemma":0.00021387999,"threshold_uncertainty_score":0.0056149364},"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":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0007664945,0.39263672,0.019033842,0.2409354,0.091080666,0.000049251892,0.00047549943,0.0004914808,0.25453067],"genre_scores_gemma":[0.02000696,0.26856035,0.009123779,0.05205241,0.06000531,0.0001088726,0.00047033612,0.0010748061,0.5885971],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9983511,0.00035607567,0.00007630111,0.00016577497,0.0010003434,0.000050465103],"domain_scores_gemma":[0.9932012,0.002504258,0.0001570866,0.00034786056,0.0036288437,0.00016073439],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023335423,0.00088772585,0.0009610031,0.0034338506,0.0015991027,0.0041717733,0.0013305285,0.0033367977,0.017073207],"category_scores_gemma":[0.010933645,0.00064708426,0.0005189726,0.004773097,0.0035025894,0.0035922967,0.0010927067,0.004639846,0.010330585],"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":[0.000009717284,0.000008840973,0.00005473847,0.00019002863,0.0000042881024,0.000014994007,0.00007205845,0.00058341894,0.000049033286,0.05308145,0.90201175,0.043919735],"study_design_scores_gemma":[0.000004844851,0.0000033408485,0.00011089483,0.00023036746,0.00000338532,0.0000327046,0.000020363243,0.0003903182,0.000048755515,0.008399385,0.99075013,0.0000055979],"about_ca_topic_score_codex":0.06301698,"about_ca_topic_score_gemma":0.07547121,"teacher_disagreement_score":0.06301698,"about_ca_system_score_codex":0.008091782,"about_ca_system_score_gemma":0.005676558,"threshold_uncertainty_score":0.12530035},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99720263,0.000029074734,0.0019690886,0.000005328462,0.0000017802281,0.000003571899,0.000057683385,0.00001960214,0.0007113413],"genre_scores_gemma":[0.99950206,0.000015630336,0.00017457723,0.0000010701463,3.4625234e-7,0.0000014414213,0.000035371046,0.0000031838254,0.0002663552],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977595,0.000022859802,0.000013197134,0.00003711195,0.00006828472,0.00008251663],"domain_scores_gemma":[0.9994956,0.00013530526,0.00013050916,0.000077825265,0.00009599329,0.00006477188],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003863233,0.000307972,0.00027094607,0.0007715575,0.00023830937,0.0003668701,0.00044471835,0.00031719264,0.0009916844],"category_scores_gemma":[0.00089044817,0.00016504152,0.00024431525,0.00022699338,0.000867406,0.0003731012,0.0004932769,0.00018204155,0.00022278183],"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":[0.0008612984,0.00014925137,0.07315705,0.00017318236,0.00007519955,0.003063621,0.00059443986,0.5814065,0.29043913,0.0018584371,0.0003536188,0.04786828],"study_design_scores_gemma":[0.000017719913,0.00057989126,0.20010222,0.00006436076,0.00006211659,0.0007611267,0.0008148374,0.69977844,0.09556917,0.0011682186,0.0009967443,0.00008516411],"about_ca_topic_score_codex":0.0037660005,"about_ca_topic_score_gemma":0.0059887203,"teacher_disagreement_score":0.0037660005,"about_ca_system_score_codex":0.00034166616,"about_ca_system_score_gemma":0.00029042433,"threshold_uncertainty_score":0.0074881315},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99919003,0.00018795386,0.0001510936,0.000004028855,0.000005238022,0.000005283043,0.00007000219,0.000009314036,0.00037714298],"genre_scores_gemma":[0.99844295,0.000095391166,0.00018973784,0.0000056560507,0.0000013530087,0.0000056658814,0.00016274986,0.0000048863685,0.0010917378],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997814,0.000016155867,0.000018292129,0.00004456764,0.00010408698,0.000035531408],"domain_scores_gemma":[0.9996209,0.00004814729,0.00008943178,0.000023919982,0.00011932581,0.00009832065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002634339,0.00047487035,0.0004032985,0.00058076,0.0002702124,0.0002898603,0.00023486045,0.0003012329,0.002678409],"category_scores_gemma":[0.00039666254,0.00025684232,0.00033512292,0.00037782177,0.00034189248,0.00019881067,0.00027275126,0.0002756397,0.0003634355],"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":[0.0002969014,0.000020118561,0.00542805,0.00006311733,0.000025982768,0.00014763711,0.00011536015,0.00042804735,0.99144226,0.000022610848,0.000017825858,0.0019920797],"study_design_scores_gemma":[0.000021163354,0.0014705256,0.18011095,0.00003871999,0.00012807164,0.0002667845,0.00051082444,0.001171291,0.81412894,0.00002921746,0.002082618,0.00004085611],"about_ca_topic_score_codex":0.007728536,"about_ca_topic_score_gemma":0.016364558,"teacher_disagreement_score":0.007728536,"about_ca_system_score_codex":0.0004096752,"about_ca_system_score_gemma":0.00028139912,"threshold_uncertainty_score":0.01536715},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982405,0.000025911118,0.001409761,0.000005668575,0.000002398004,0.0000042597085,0.00012890057,0.000030284038,0.0001523629],"genre_scores_gemma":[0.9991985,0.000022110597,0.000557959,0.0000013239573,5.7044883e-7,0.0000024112837,0.00013063297,0.0000045066677,0.00008189831],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998838,0.000007788085,0.000008773089,0.000049026523,0.000028801092,0.000021752983],"domain_scores_gemma":[0.99965894,0.0001643641,0.0000495307,0.00002917661,0.00006848822,0.000029378256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023480896,0.000518322,0.00029019985,0.00043574395,0.00017653257,0.0006077955,0.00042699068,0.0006219818,0.00044783292],"category_scores_gemma":[0.0006896657,0.0002126356,0.00041379276,0.00047955976,0.00029416545,0.00054264715,0.00019459351,0.00035547742,0.00014194052],"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":[0.0007068471,0.00034871546,0.061392944,0.0001468957,0.000070399095,0.00018444889,0.00008631683,0.7201815,0.19914158,0.00031820167,0.00013558035,0.01728655],"study_design_scores_gemma":[0.000022803155,0.00021979694,0.03656568,0.000005950794,0.000041346266,0.0000265781,0.00007046282,0.90469766,0.05801616,0.0001328786,0.00018096443,0.000019682422],"about_ca_topic_score_codex":0.015552763,"about_ca_topic_score_gemma":0.017639067,"teacher_disagreement_score":0.015552763,"about_ca_system_score_codex":0.00062550016,"about_ca_system_score_gemma":0.00033457766,"threshold_uncertainty_score":0.03092444},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99841964,0.00025089254,0.0008949864,0.000009596721,0.000011653202,0.000025274348,0.0000408463,0.000008524689,0.0003384432],"genre_scores_gemma":[0.9975031,0.00026665072,0.001697959,0.000013425345,0.000005094073,0.000017798742,0.000039582003,0.000005135662,0.00045121028],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998267,0.000029457564,0.000015649524,0.000033210046,0.00006435314,0.000030647738],"domain_scores_gemma":[0.99957305,0.00013430318,0.00011779621,0.000036484395,0.00008714904,0.000051165196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026298972,0.00036084725,0.0001952857,0.00019077041,0.0001651818,0.00016162977,0.00023869914,0.00029494055,0.0009625812],"category_scores_gemma":[0.00034827206,0.00013418298,0.00023667203,0.00019851478,0.00025361733,0.00034448516,0.00020233441,0.00033892808,0.00009788579],"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":[0.00013575812,0.00011625738,0.00020176366,0.000060629045,0.000004448944,0.000033767712,0.000026913985,0.00015641977,0.9981981,0.00001655681,0.000007970917,0.001041426],"study_design_scores_gemma":[0.00000880191,0.0015084806,0.0016857681,0.0000038702356,0.000013435756,0.000031950738,0.00003242326,0.00046413695,0.9960077,0.0000100359475,0.00022794056,0.0000054753514],"about_ca_topic_score_codex":0.00031378632,"about_ca_topic_score_gemma":0.0007420442,"teacher_disagreement_score":0.0009625812,"about_ca_system_score_codex":0.000101918944,"about_ca_system_score_gemma":0.00012641489,"threshold_uncertainty_score":0.003220141},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997976,0.00008322542,0.00057511043,0.000013642565,0.0000052933065,0.0000103790035,0.000105925516,0.000017609203,0.0012128373],"genre_scores_gemma":[0.99848855,0.00007675568,0.00072592543,0.000004113075,0.0000016102747,0.000009396041,0.00006827964,0.000003899127,0.0006214143],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998293,0.000014959618,0.000012345952,0.000034897548,0.00007436231,0.00003403097],"domain_scores_gemma":[0.999463,0.00022825542,0.00010024861,0.000049802507,0.00011853236,0.00004023556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004076617,0.00032971206,0.00035729865,0.00048068268,0.00030497654,0.0002766465,0.0004328604,0.0006080452,0.0016913362],"category_scores_gemma":[0.00056422764,0.00015973423,0.0003181181,0.00043261805,0.0006235975,0.0001753895,0.00022456513,0.0002965056,0.00016998826],"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":[0.00081210834,0.00071945693,0.01944689,0.00046641642,0.000038512324,0.0008541738,0.00041239118,0.19874044,0.7573601,0.00053799467,0.0004307333,0.020180749],"study_design_scores_gemma":[0.000092895934,0.002065463,0.054702487,0.000049774284,0.00008393753,0.0002394026,0.00046208725,0.5179658,0.4226165,0.00016040375,0.0014954832,0.00006580188],"about_ca_topic_score_codex":0.007422542,"about_ca_topic_score_gemma":0.011318038,"teacher_disagreement_score":0.007422542,"about_ca_system_score_codex":0.00045649728,"about_ca_system_score_gemma":0.00025559476,"threshold_uncertainty_score":0.0147586465},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98674846,0.00006230612,0.012165086,0.00001813239,0.000011077799,0.0000032906353,0.00004365693,0.000116733325,0.00083128473],"genre_scores_gemma":[0.9994081,0.000023205515,0.00040582335,0.000001713892,6.793403e-7,8.039226e-7,0.000011927976,0.0000062727445,0.00014138687],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981374,0.000040751365,0.000010332459,0.00003061561,0.000058228798,0.00004621854],"domain_scores_gemma":[0.998403,0.00096374756,0.00018680214,0.00014816382,0.00020518822,0.00009304975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039872417,0.0004321548,0.00025587613,0.0004792166,0.00016171673,0.00039188223,0.0003118511,0.0005094876,0.0022091297],"category_scores_gemma":[0.0018230147,0.00021643363,0.00029837433,0.00033018642,0.00047671943,0.0005681867,0.0003190749,0.00026506648,0.0001862515],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0027562536,0.0003179308,0.01886162,0.00019901713,0.00006640838,0.001026004,0.00023580826,0.616048,0.293019,0.0019926392,0.00044875854,0.065028556],"study_design_scores_gemma":[0.00003765721,0.00078001886,0.040371213,0.000021031476,0.00009320533,0.00023991466,0.00016838014,0.8582845,0.09937085,0.00031018842,0.00026075944,0.00006232413],"about_ca_topic_score_codex":0.0009443346,"about_ca_topic_score_gemma":0.0007720032,"teacher_disagreement_score":0.0022091297,"about_ca_system_score_codex":0.00016125094,"about_ca_system_score_gemma":0.00019523245,"threshold_uncertainty_score":0.0073902607},"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":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98365396,0.002657995,0.010170583,0.0000725361,0.000048410875,0.00014831878,0.00061350036,0.00011506704,0.002519548],"genre_scores_gemma":[0.9823369,0.0019256665,0.011285506,0.000054738714,0.000011349292,0.00017371654,0.0003985869,0.000044677243,0.0037686904],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9989675,0.000119405086,0.00006862836,0.00026094523,0.0004929988,0.00009052294],"domain_scores_gemma":[0.99929535,0.00018570489,0.00012843202,0.000050767343,0.00030699722,0.000032710504],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000754337,0.0004777407,0.0010224793,0.000696841,0.00036929187,0.0012175083,0.00046691168,0.00068982714,0.0012215251],"category_scores_gemma":[0.00095648575,0.00025033063,0.00074539584,0.0008610618,0.00035232003,0.00056319655,0.00042394857,0.0004813358,0.00033137086],"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":[0.0006152124,0.00021064546,0.010317688,0.0008539241,0.00006995319,0.00007999944,0.0002637059,0.002286076,0.9426078,0.00016730273,0.00012271968,0.042404957],"study_design_scores_gemma":[0.00002524658,0.0022195557,0.030116666,0.000061637984,0.00013856716,0.00006614942,0.0004466851,0.008628285,0.9503885,0.00018250091,0.0076889163,0.000037228743],"about_ca_topic_score_codex":0.0034326122,"about_ca_topic_score_gemma":0.0068939915,"teacher_disagreement_score":0.0034326122,"about_ca_system_score_codex":0.0006915942,"about_ca_system_score_gemma":0.00051371724,"threshold_uncertainty_score":0.0068252683},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997976,0.00008322542,0.00057511043,0.000013642565,0.0000052933065,0.0000103790035,0.000105925516,0.000017609203,0.0012128373],"genre_scores_gemma":[0.99848855,0.00007675568,0.00072592543,0.000004113075,0.0000016102747,0.000009396041,0.00006827964,0.000003899127,0.0006214143],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998293,0.000014959618,0.000012345952,0.000034897548,0.00007436231,0.00003403097],"domain_scores_gemma":[0.999463,0.00022825542,0.00010024861,0.000049802507,0.00011853236,0.00004023556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004076617,0.00032971206,0.00035729865,0.00048068268,0.00030497654,0.0002766465,0.0004328604,0.0006080452,0.0016913362],"category_scores_gemma":[0.00056422764,0.00015973423,0.0003181181,0.00043261805,0.0006235975,0.0001753895,0.00022456513,0.0002965056,0.00016998826],"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":[0.00081210834,0.00071945693,0.01944689,0.00046641642,0.000038512324,0.0008541738,0.00041239118,0.19874044,0.7573601,0.00053799467,0.0004307333,0.020180749],"study_design_scores_gemma":[0.000092895934,0.002065463,0.054702487,0.000049774284,0.00008393753,0.0002394026,0.00046208725,0.5179658,0.4226165,0.00016040375,0.0014954832,0.00006580188],"about_ca_topic_score_codex":0.007422542,"about_ca_topic_score_gemma":0.011318038,"teacher_disagreement_score":0.007422542,"about_ca_system_score_codex":0.00045649728,"about_ca_system_score_gemma":0.00025559476,"threshold_uncertainty_score":0.0147586465},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80715704,0.00007285569,0.18460771,0.00009386366,0.000007632666,0.000027537344,0.000105916384,0.00014510642,0.0077823168],"genre_scores_gemma":[0.99717987,0.00003189446,0.0016066744,0.000003009123,0.000002542706,0.000010379698,0.000023352117,0.00000939879,0.0011329917],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989533,0.000015369465,0.0000037121497,0.000024513112,0.000042707616,0.000018457962],"domain_scores_gemma":[0.99983263,0.00006873924,0.000038250135,0.00001470541,0.00003376773,0.000011871463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016715408,0.00031163887,0.00020968188,0.00035627303,0.00017204859,0.0004587679,0.0003149213,0.00040054062,0.0010103784],"category_scores_gemma":[0.0006581957,0.0001363679,0.00021251662,0.00016494178,0.0007726394,0.0005523341,0.0005022201,0.00023037929,0.00016887739],"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":[0.000094246854,0.00006423511,0.013676359,0.000082800114,0.000013537981,0.0005757164,0.00030172514,0.86428404,0.06155792,0.030479336,0.00027257059,0.028597478],"study_design_scores_gemma":[0.0000049654564,0.000036054233,0.005272906,0.0000029952428,0.000002780257,0.00011302868,0.00006067884,0.9800933,0.0056673153,0.008433294,0.0002980503,0.000014595164],"about_ca_topic_score_codex":0.0014341227,"about_ca_topic_score_gemma":0.00078953296,"teacher_disagreement_score":0.0014341227,"about_ca_system_score_codex":0.0004032468,"about_ca_system_score_gemma":0.00025968705,"threshold_uncertainty_score":0.0033800602},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38056144,0.00027425142,0.59960675,0.00017835444,0.00005484958,0.00006191325,0.00015269553,0.00037292857,0.018736789],"genre_scores_gemma":[0.9904981,0.00010418005,0.0056473375,0.000012327868,0.000006576876,0.000022301501,0.00003672536,0.000018518327,0.0036538516],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999145,0.000014044677,0.0000030485094,0.000013154428,0.000038754453,0.000016437563],"domain_scores_gemma":[0.99985635,0.000043534343,0.000028952787,0.0000146952025,0.000042197225,0.000014290072],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011196728,0.00041190954,0.00029117567,0.0003640774,0.00022900442,0.00035120032,0.00059684395,0.0005394663,0.001505254],"category_scores_gemma":[0.0003641774,0.00019051356,0.00037845728,0.00024798905,0.00042748696,0.0005361499,0.00034147553,0.0003088217,0.00021174157],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044788205,0.000029449786,0.0014632314,0.00008252972,0.000015503798,0.00039039398,0.00009217943,0.95767397,0.020442069,0.010324739,0.00045346955,0.008987637],"study_design_scores_gemma":[0.0000013011584,0.0000052018895,0.00021042525,0.000001363813,0.0000011893028,0.000019167193,0.0000064834207,0.9989421,0.00046346098,0.00025170486,0.0000947433,0.0000028931815],"about_ca_topic_score_codex":0.0073767113,"about_ca_topic_score_gemma":0.004878387,"teacher_disagreement_score":0.0073767113,"about_ca_system_score_codex":0.0004611724,"about_ca_system_score_gemma":0.0004345762,"threshold_uncertainty_score":0.014667511},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994832,0.0000111838235,0.00025639156,0.000008378006,0.000002031114,0.0000069047965,0.00004602375,0.000013332782,0.00017246656],"genre_scores_gemma":[0.9996063,0.00001334809,0.00016794796,0.0000039314823,0.0000018199761,0.000005230099,0.000036852867,0.0000020497912,0.0001625558],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99980813,0.00002086874,0.000010999916,0.00004378209,0.00006272482,0.000053612817],"domain_scores_gemma":[0.99934393,0.00021099488,0.00008809074,0.00005823653,0.00019908659,0.00009972054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027993246,0.00039101666,0.00043767932,0.00058371143,0.00052985887,0.00024093075,0.0003891386,0.00046329995,0.0011310978],"category_scores_gemma":[0.0005509539,0.00021939981,0.00025549947,0.000327148,0.0005904574,0.00041940453,0.00029545528,0.00044970086,0.00018116987],"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":[0.0016035619,0.00065528665,0.034332015,0.00021139238,0.000037559636,0.0008851383,0.00060151063,0.013834185,0.93577605,0.00013191973,0.0003017445,0.01162956],"study_design_scores_gemma":[0.00016979697,0.010112323,0.3749709,0.000041778254,0.00011558603,0.0006176921,0.0023147608,0.09255288,0.51725537,0.00029717185,0.0014318977,0.00011985657],"about_ca_topic_score_codex":0.0032465886,"about_ca_topic_score_gemma":0.0050947135,"teacher_disagreement_score":0.0032465886,"about_ca_system_score_codex":0.0002551516,"about_ca_system_score_gemma":0.00027028762,"threshold_uncertainty_score":0.006455362},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983192,0.000054958335,0.00061638677,0.000017626704,0.000015649537,0.000010103214,0.00017105411,0.000027991751,0.0007670267],"genre_scores_gemma":[0.9985049,0.000050719733,0.00026852675,0.000010586513,0.000004394879,0.000009564902,0.0001026425,0.000010479634,0.0010382845],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997979,0.000017611852,0.000013943858,0.000044062243,0.00006333362,0.00006323561],"domain_scores_gemma":[0.99945265,0.00012736331,0.00010062207,0.00008750946,0.00016833069,0.000063457184],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021886783,0.00033588527,0.0002054464,0.00018379578,0.00037821147,0.0001987339,0.00030671497,0.00049796735,0.0045004496],"category_scores_gemma":[0.0005127278,0.0002080961,0.00021081169,0.0002296341,0.0004121676,0.00025951455,0.00023692288,0.00031683387,0.00039281393],"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":[0.00055186305,0.0000933681,0.0008460407,0.000040522013,0.000008103637,0.00007456231,0.000084824664,0.0012516574,0.9957486,0.00005235249,0.00007354073,0.0011745938],"study_design_scores_gemma":[0.000024387842,0.0015217022,0.01833246,0.000010183522,0.000022423212,0.000052370688,0.00022488668,0.0051252306,0.9740089,0.000040875228,0.0006217717,0.000014839464],"about_ca_topic_score_codex":0.0017447543,"about_ca_topic_score_gemma":0.0025574178,"teacher_disagreement_score":0.0045004496,"about_ca_system_score_codex":0.0002221366,"about_ca_system_score_gemma":0.00015661427,"threshold_uncertainty_score":0.015055478},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993468,0.000097616976,0.00009661312,0.000006517558,0.0000033990727,0.00000632662,0.00007831882,0.0000052368505,0.00035917375],"genre_scores_gemma":[0.99931514,0.00008348904,0.000094172494,0.000010300159,0.0000015661168,0.0000047393546,0.00007973846,0.0000040704344,0.0004068279],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998877,0.000010031162,0.0000065828076,0.0000147227365,0.000043502296,0.000037452217],"domain_scores_gemma":[0.9997254,0.00006071266,0.000043954886,0.000018489036,0.000087992594,0.00006345943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021211478,0.00023151022,0.00018456498,0.00023129002,0.0002868035,0.00030122572,0.00013299285,0.00018828276,0.0015237014],"category_scores_gemma":[0.00039435187,0.0001108274,0.00013308127,0.00015680912,0.00049890333,0.00018283584,0.0001866921,0.00037429127,0.00018967564],"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":[0.0003732128,0.000041816707,0.006380609,0.000071545575,0.0000113472515,0.00028821983,0.00016587923,0.0007706295,0.9893406,0.00004689269,0.000042085518,0.002467348],"study_design_scores_gemma":[0.000014736009,0.0008559633,0.32985726,0.000031358275,0.000033627734,0.00038644302,0.0010259324,0.0031200943,0.6631854,0.0001326428,0.0013283708,0.000028201692],"about_ca_topic_score_codex":0.005250128,"about_ca_topic_score_gemma":0.008714094,"teacher_disagreement_score":0.005250128,"about_ca_system_score_codex":0.00022115014,"about_ca_system_score_gemma":0.00025925587,"threshold_uncertainty_score":0.0104391575},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970343,0.000048096586,0.0025286563,0.000008933492,0.0000055909527,0.000030240897,0.000047243833,0.00002204073,0.00027492683],"genre_scores_gemma":[0.9938788,0.000102146114,0.0051184203,0.000012794586,0.0000037175823,0.00004274712,0.000064619766,0.0000085210895,0.0007683307],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967504,0.000048075195,0.00002297597,0.000078388635,0.00011232434,0.00006308251],"domain_scores_gemma":[0.9996006,0.00008736215,0.00010619179,0.000064897766,0.00006407516,0.00007685926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000371235,0.0005478034,0.00047209646,0.00033906184,0.00023981236,0.00024560752,0.00036304526,0.00037220828,0.0011803674],"category_scores_gemma":[0.00043286744,0.00019003695,0.0003893946,0.0002691151,0.0002886433,0.00030607788,0.00051886105,0.0005172739,0.0001866736],"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":[0.0003011905,0.00052175426,0.0008708125,0.00009381314,0.000008968678,0.00004594681,0.00005575472,0.0017024984,0.99245137,0.00007986092,0.000032264572,0.003835754],"study_design_scores_gemma":[0.000033552238,0.0071868533,0.0032117008,0.0000052855116,0.000029557634,0.000046560817,0.00008016291,0.005026732,0.9836896,0.000058265832,0.00061643514,0.000015321348],"about_ca_topic_score_codex":0.0005128192,"about_ca_topic_score_gemma":0.00079456565,"teacher_disagreement_score":0.0011803674,"about_ca_system_score_codex":0.00020778163,"about_ca_system_score_gemma":0.00026896145,"threshold_uncertainty_score":0.003948748},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54517746,0.00020512946,0.43969804,0.00021182209,0.00004378138,0.00013811381,0.0001278247,0.0012534428,0.013144305],"genre_scores_gemma":[0.93746346,0.000042097832,0.056935936,0.000028813607,0.000006753289,0.00003480699,0.00007609038,0.000031821204,0.005380242],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998567,0.000015342233,0.000004902555,0.000023426237,0.00005000167,0.000049523398],"domain_scores_gemma":[0.9999052,0.000017146538,0.000014311789,0.000012789095,0.000028985227,0.000021616588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018516429,0.00040217323,0.0003085554,0.00035275324,0.00032060622,0.0005674233,0.0006864046,0.00046948125,0.0031681422],"category_scores_gemma":[0.00021045079,0.00016934471,0.00024948525,0.0002717517,0.00021460763,0.00034139754,0.0008894776,0.0002693122,0.00030930495],"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":[0.00029722336,0.00022733898,0.003822173,0.00014773267,0.000030409701,0.00077535794,0.00021068133,0.73292184,0.07823323,0.0051898877,0.002279671,0.17586435],"study_design_scores_gemma":[0.000051395888,0.00036449975,0.0011125407,0.000009591403,0.000014400325,0.000093535375,0.00015052797,0.98517495,0.008545518,0.001228986,0.0032425679,0.000011484707],"about_ca_topic_score_codex":0.004329993,"about_ca_topic_score_gemma":0.007763974,"teacher_disagreement_score":0.004329993,"about_ca_system_score_codex":0.00041886375,"about_ca_system_score_gemma":0.00051928236,"threshold_uncertainty_score":0.010598481},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.116232894,0.0045222156,0.83225286,0.0012517129,0.00029967612,0.00006498983,0.0005001118,0.00117647,0.043699056],"genre_scores_gemma":[0.8040491,0.0047031664,0.18057305,0.00019045554,0.00019584812,0.00014413432,0.0005781425,0.00028482205,0.009281323],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981755,0.00004147471,0.000016133847,0.00003521259,0.00006631919,0.000023420718],"domain_scores_gemma":[0.9995247,0.00018256318,0.00007595611,0.00007338485,0.00011832599,0.000025106137],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039457617,0.00071811053,0.0006113132,0.00048457464,0.00038197846,0.0008452301,0.0007332664,0.0009497938,0.0032099977],"category_scores_gemma":[0.0014978824,0.00032537567,0.00054976705,0.0004691748,0.000621743,0.0009586238,0.00066537975,0.0006840595,0.0008017894],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047891466,0.0000744927,0.0051825806,0.0003743309,0.000037946815,0.00020873256,0.00020641234,0.8933613,0.021795627,0.025777873,0.0016064114,0.051326424],"study_design_scores_gemma":[0.000005332395,0.000012138646,0.00088698074,0.000028883976,0.000008588025,0.00004127976,0.000031598534,0.99021614,0.0016445264,0.0033207103,0.0037930107,0.0000107815595],"about_ca_topic_score_codex":0.005113894,"about_ca_topic_score_gemma":0.002551854,"teacher_disagreement_score":0.005113894,"about_ca_system_score_codex":0.00029373638,"about_ca_system_score_gemma":0.0007065227,"threshold_uncertainty_score":0.010738552},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980927,0.0007497436,0.000596386,0.0000071575055,0.000007841715,0.000010638779,0.00006450644,0.0000153566,0.00045555006],"genre_scores_gemma":[0.9989567,0.00029832067,0.00039396525,0.0000055105747,0.0000037294524,0.000004747016,0.00004598029,0.0000052992,0.000285859],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972445,0.000043794502,0.000026819673,0.000045368375,0.00011196092,0.000047710437],"domain_scores_gemma":[0.9996495,0.00013628487,0.000089272,0.00001891568,0.00006139181,0.00004460955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030007114,0.0003430924,0.00029804627,0.00048648907,0.00017146523,0.00028923422,0.00013336238,0.00019722113,0.00085359573],"category_scores_gemma":[0.0005980688,0.00017066127,0.00022795307,0.00029870393,0.00026674708,0.00033334456,0.00027182035,0.00033260998,0.00012480715],"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":[0.00016968245,0.000024326282,0.0007103126,0.00008677845,0.000013185505,0.000070625574,0.000044692086,0.00042919914,0.99606687,0.000029909597,0.0000086344435,0.0023458342],"study_design_scores_gemma":[0.000004987426,0.00040458186,0.0087599335,0.0000066575703,0.00002152107,0.0000827271,0.000057966197,0.0016797832,0.98865706,0.000018724686,0.00029761012,0.000008408913],"about_ca_topic_score_codex":0.0010850462,"about_ca_topic_score_gemma":0.0027457946,"teacher_disagreement_score":0.0010850462,"about_ca_system_score_codex":0.00015068604,"about_ca_system_score_gemma":0.000099962155,"threshold_uncertainty_score":0.002855599},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99941087,0.000039094506,0.00043162293,0.0000024323308,0.0000014128534,0.0000044423477,0.000021973241,0.0000045024954,0.00008357726],"genre_scores_gemma":[0.9989656,0.00005254267,0.00078847085,0.0000065408217,0.0000017780329,0.0000048256506,0.00004108803,0.000004314195,0.00013481204],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969304,0.000049246013,0.000030299341,0.00006404908,0.00010588425,0.000057592602],"domain_scores_gemma":[0.99882525,0.00040653034,0.0003531524,0.0001314962,0.00016353547,0.00012005829],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003315349,0.00026118883,0.00022561738,0.0003612555,0.00015438457,0.000274739,0.00018307693,0.00022505855,0.00095476763],"category_scores_gemma":[0.00090612355,0.00015007248,0.00015201143,0.00026045647,0.0004436319,0.0002476488,0.00031464908,0.00026129492,0.000110454974],"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":[0.00062763336,0.00004953926,0.008504737,0.00004998907,0.0000163767,0.00022029641,0.000063589105,0.00054613757,0.9853056,0.000029284887,0.000013328315,0.004573561],"study_design_scores_gemma":[0.000018994782,0.0018497544,0.116152346,0.000006566982,0.000035397185,0.00035671375,0.00023948937,0.001291517,0.8796554,0.00005968364,0.00032155451,0.000012579557],"about_ca_topic_score_codex":0.00084798865,"about_ca_topic_score_gemma":0.0019601013,"teacher_disagreement_score":0.00095476763,"about_ca_system_score_codex":0.0001664184,"about_ca_system_score_gemma":0.00017128467,"threshold_uncertainty_score":0.003194034},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9408239,0.0005502867,0.053220384,0.000050548533,0.000007803716,0.000028957513,0.00008575877,0.00025453238,0.004977757],"genre_scores_gemma":[0.9968123,0.00021000825,0.0019694855,0.0000063563766,0.000004071562,0.000021367097,0.000039407558,0.000028669172,0.00090830517],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996019,0.000058889666,0.000019883426,0.000043726788,0.00020834064,0.00006733113],"domain_scores_gemma":[0.99887675,0.00062887697,0.0001677014,0.00010329104,0.00017618857,0.000047162353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006657674,0.00040733148,0.00054618117,0.0013508217,0.000310798,0.0007469719,0.0006798021,0.000604154,0.0018690448],"category_scores_gemma":[0.0022654512,0.00026709877,0.000477597,0.00042952507,0.0012641804,0.00075083325,0.00083557144,0.00039257677,0.0003077469],"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":[0.00066016446,0.00020675195,0.006978105,0.00067469676,0.00009286278,0.0016874193,0.0009219448,0.42709905,0.510233,0.01291219,0.000360654,0.038173176],"study_design_scores_gemma":[0.000019982366,0.00023257818,0.0075789923,0.000039418617,0.00003128868,0.0003139157,0.00020047463,0.8437334,0.14346498,0.0036125293,0.00072822673,0.000044255677],"about_ca_topic_score_codex":0.0012081227,"about_ca_topic_score_gemma":0.00043213298,"teacher_disagreement_score":0.0018690448,"about_ca_system_score_codex":0.00031832958,"about_ca_system_score_gemma":0.0002838352,"threshold_uncertainty_score":0.006252587},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3310254,0.014988612,0.5139653,0.004058764,0.00080368324,0.00020351188,0.00066517055,0.0016579612,0.13263163],"genre_scores_gemma":[0.9387838,0.0026414664,0.047110833,0.00017726618,0.00005993267,0.00006624048,0.0002099935,0.00020785978,0.010742508],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9974504,0.00042081077,0.0001748694,0.0002320462,0.0015412677,0.00018054292],"domain_scores_gemma":[0.9984035,0.00035152308,0.00037416263,0.00018921916,0.00058507087,0.00009650931],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019512391,0.0004990463,0.0004982701,0.0009103917,0.00031472466,0.0018375358,0.0015828422,0.000952018,0.0017719378],"category_scores_gemma":[0.0032165025,0.0004909676,0.0004416805,0.0009229788,0.001897768,0.0014435882,0.0010964903,0.0012027101,0.0009929124],"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":[0.0009469458,0.00015802348,0.02489602,0.0018314167,0.000058890248,0.0014010491,0.0013949428,0.06471472,0.18818426,0.09337165,0.009557363,0.6134847],"study_design_scores_gemma":[0.00017880466,0.0032649634,0.14308263,0.0019339417,0.00023585364,0.0062097,0.0048231613,0.16602577,0.31816936,0.06435888,0.29112044,0.00059652794],"about_ca_topic_score_codex":0.0044982173,"about_ca_topic_score_gemma":0.008062911,"teacher_disagreement_score":0.0044982173,"about_ca_system_score_codex":0.001313797,"about_ca_system_score_gemma":0.0012075664,"threshold_uncertainty_score":0.010319233},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99898,0.000049714723,0.0005708239,0.0000045293514,0.000004579736,0.0000149053585,0.00008993394,0.000021542997,0.00026397035],"genre_scores_gemma":[0.9972234,0.000081819795,0.0016670732,0.000008311814,0.000004315317,0.000019813613,0.00014022736,0.000008867443,0.0008463283],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993286,0.00004982041,0.00004909398,0.0001273447,0.00033950718,0.00010560429],"domain_scores_gemma":[0.9989741,0.00023379602,0.00019893264,0.00015013732,0.0003369422,0.00010622729],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046331278,0.0007452818,0.00041494382,0.00051806937,0.00043389073,0.00019201556,0.0005452844,0.0006288116,0.0026939374],"category_scores_gemma":[0.0006446043,0.00034782497,0.0003660488,0.00037811938,0.00053416204,0.00036240157,0.00038134228,0.00054611824,0.00036984833],"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":[0.0005839574,0.00021888768,0.004306483,0.00012372062,0.000011838475,0.00033503133,0.0003884064,0.0021436159,0.9885218,0.000040069674,0.000038836195,0.0032875247],"study_design_scores_gemma":[0.000040773215,0.007970917,0.05476502,0.000027759137,0.000047001395,0.00023166536,0.0007425199,0.005972375,0.92932767,0.00004654525,0.00078783423,0.000039961036],"about_ca_topic_score_codex":0.0012737013,"about_ca_topic_score_gemma":0.0029253324,"teacher_disagreement_score":0.0026939374,"about_ca_system_score_codex":0.0002037764,"about_ca_system_score_gemma":0.00024700974,"threshold_uncertainty_score":0.009012163},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.025367677,0.00007916248,0.96981376,0.000033928303,0.000022329741,0.000063089996,0.00006905445,0.00023529,0.0043156813],"genre_scores_gemma":[0.5933678,0.00030757763,0.39879552,0.000073992145,0.000024173638,0.00044280427,0.0002656092,0.0001998841,0.0065227174],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99971396,0.000063935935,0.00001539073,0.0000349966,0.00013230612,0.000039433307],"domain_scores_gemma":[0.999613,0.00020381871,0.000041558305,0.00003400664,0.00009019655,0.000017453393],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004877792,0.0004883524,0.0005377682,0.0006276724,0.00032304667,0.0008471027,0.0016144172,0.0013531445,0.0024790836],"category_scores_gemma":[0.0008317057,0.00036362285,0.0005750832,0.00064428494,0.0004974401,0.0006133246,0.00093676685,0.0007658785,0.0006183441],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018985942,0.00007742582,0.0010632714,0.00007336509,0.000020207077,0.00008499484,0.00011442445,0.964896,0.008885012,0.011512713,0.00034861546,0.012904989],"study_design_scores_gemma":[0.0000026262255,0.00000881626,0.00006654103,0.0000052818637,0.0000022407924,0.00001204865,0.000010917464,0.9972908,0.0009804999,0.00093164225,0.00068471924,0.0000038162475],"about_ca_topic_score_codex":0.0026915183,"about_ca_topic_score_gemma":0.0026573236,"teacher_disagreement_score":0.0026915183,"about_ca_system_score_codex":0.00038262134,"about_ca_system_score_gemma":0.00084752496,"threshold_uncertainty_score":0.008293331},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971687,0.0009199528,0.0012967847,0.00002576592,0.000010460281,0.00001757901,0.000035947156,0.00002081339,0.0005039128],"genre_scores_gemma":[0.99576145,0.0008164435,0.0026343225,0.00001755867,0.0000047599074,0.000014349898,0.000046417073,0.0000072237067,0.0006975318],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992156,0.000011459984,0.0000064451347,0.000016393784,0.000028089566,0.000016063548],"domain_scores_gemma":[0.9999174,0.000012290251,0.00003596085,0.000008814208,0.000009976592,0.000015505397],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012650111,0.00029042765,0.0002022719,0.00043301046,0.00013747139,0.00028000053,0.00018433828,0.0002475185,0.0006118282],"category_scores_gemma":[0.0001376045,0.00013155937,0.00024069357,0.00022568926,0.00016142569,0.000218053,0.00025934784,0.00030483177,0.00016074373],"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":[0.000051322564,0.000030452478,0.00041184327,0.00013719195,0.0000105843965,0.000115114024,0.000022581185,0.00024179048,0.9956905,0.00005133794,0.000011765258,0.003225537],"study_design_scores_gemma":[0.00000796786,0.0007911662,0.0054868218,0.000018725,0.00003850058,0.00025908274,0.00005234276,0.00048978586,0.9903723,0.00003473302,0.002439868,0.000008709438],"about_ca_topic_score_codex":0.00028144367,"about_ca_topic_score_gemma":0.000979395,"teacher_disagreement_score":0.0006118282,"about_ca_system_score_codex":0.00010274742,"about_ca_system_score_gemma":0.00016205307,"threshold_uncertainty_score":0.0020468235},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9778336,0.00011054814,0.021504436,0.000011496947,0.0000032972619,0.000015496436,0.00016228709,0.00008489384,0.00027390977],"genre_scores_gemma":[0.99568224,0.00007908829,0.003910725,0.000002651799,0.0000013635719,0.000008587552,0.00012620882,0.000008006006,0.00018124012],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998816,0.000013546927,0.000008566116,0.000029908975,0.00005624076,0.000010104696],"domain_scores_gemma":[0.9996815,0.000093851195,0.000095509495,0.000032316504,0.00007508332,0.000021857619],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024564733,0.000445922,0.00021799956,0.00050588505,0.00007808005,0.00024256772,0.00033347995,0.00027343997,0.0004028522],"category_scores_gemma":[0.00073997444,0.00017863867,0.00020174665,0.00026688952,0.00018102136,0.00034778917,0.00014605059,0.00019383852,0.00015920037],"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":[0.00017861773,0.00008246351,0.042745184,0.00021856127,0.000023669809,0.00025447004,0.00011502616,0.021579646,0.9134412,0.00014387144,0.00006959837,0.021147782],"study_design_scores_gemma":[0.000010634997,0.00044748667,0.081407264,0.000014684569,0.000038421815,0.00024085953,0.00022286798,0.26256567,0.65423954,0.00020112748,0.00057710335,0.000034337918],"about_ca_topic_score_codex":0.0012078742,"about_ca_topic_score_gemma":0.0031813176,"teacher_disagreement_score":0.0012078742,"about_ca_system_score_codex":0.00016045675,"about_ca_system_score_gemma":0.00014517226,"threshold_uncertainty_score":0.0024017096},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99804735,0.00069460826,0.000494969,0.000012553122,0.00001555347,0.000017111413,0.00006751038,0.00002375526,0.00062654255],"genre_scores_gemma":[0.9967179,0.00063136645,0.0011399011,0.000015254579,0.000007082519,0.000009517583,0.00009775027,0.000010457866,0.0013707725],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972934,0.000049153212,0.000026693138,0.000046783043,0.000104849576,0.000043090546],"domain_scores_gemma":[0.999723,0.000065713844,0.000073627256,0.000025448951,0.00007151746,0.00004064567],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024286532,0.0005548373,0.0003069446,0.0005033888,0.00019690902,0.00022025747,0.00030712434,0.00030367437,0.0015986686],"category_scores_gemma":[0.000397176,0.00014778884,0.00030385508,0.00036543355,0.00015482388,0.00024781932,0.00024692944,0.00019682568,0.0002665254],"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":[0.00061507977,0.00012210077,0.0006186867,0.0002472377,0.000019829302,0.00007942514,0.00004646345,0.00053583324,0.99074507,0.00002960373,0.000032642303,0.006907961],"study_design_scores_gemma":[0.000007140443,0.0018547281,0.0024168366,0.000009809245,0.000033625918,0.000051391184,0.000040627496,0.0005229276,0.99430335,0.000007267629,0.00074485526,0.0000074794666],"about_ca_topic_score_codex":0.000749329,"about_ca_topic_score_gemma":0.0017600022,"teacher_disagreement_score":0.0015986686,"about_ca_system_score_codex":0.00011202678,"about_ca_system_score_gemma":0.00017049196,"threshold_uncertainty_score":0.0053480268},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99952936,0.000082808416,0.00009904785,0.000008794955,0.000003725382,0.0000022920046,0.00002070171,0.00000603811,0.00024720354],"genre_scores_gemma":[0.998941,0.0000653527,0.00014043112,0.00001993875,0.0000019137829,0.0000016540248,0.00004526668,0.000010223827,0.0007742828],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997011,0.00008198039,0.00002055468,0.00003373696,0.0000789698,0.00008362123],"domain_scores_gemma":[0.99906486,0.00042404383,0.00013819014,0.00008100554,0.00016733768,0.00012463334],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037331114,0.00031982866,0.00024195308,0.00024598153,0.0003304695,0.0005433207,0.0002139316,0.00048511883,0.0024050188],"category_scores_gemma":[0.0010078432,0.00019614598,0.0004573713,0.00019607473,0.00050590147,0.00030002196,0.00031337197,0.00031758993,0.0004255283],"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":[0.005871221,0.00020341043,0.004793756,0.00011318601,0.00005246799,0.00015439374,0.0001579163,0.0014079701,0.9815035,0.000048727656,0.000105745945,0.00558769],"study_design_scores_gemma":[0.000044632765,0.0024937487,0.022899246,0.000006431088,0.000047517497,0.000098262106,0.00022262945,0.0012585722,0.9723087,0.00003847585,0.00056803616,0.000013783114],"about_ca_topic_score_codex":0.0021731828,"about_ca_topic_score_gemma":0.0034800775,"teacher_disagreement_score":0.0024050188,"about_ca_system_score_codex":0.00024609413,"about_ca_system_score_gemma":0.0002680268,"threshold_uncertainty_score":0.008045614},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999206,0.00024594588,0.00012123621,0.000007178265,0.000005632222,0.000007974515,0.00003718157,0.000010228588,0.00035863716],"genre_scores_gemma":[0.9982273,0.0002782222,0.00072860584,0.000013309377,0.0000021599324,0.000006710762,0.000040755367,0.0000066801063,0.0006964277],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99961096,0.000055503908,0.0000508996,0.000078288955,0.0001384772,0.000065964654],"domain_scores_gemma":[0.99923563,0.00018177404,0.0002680361,0.00003795029,0.00014588024,0.000130745],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036361295,0.00050378894,0.00030919557,0.00036459215,0.00015103762,0.00041330783,0.00029179954,0.00041985617,0.0017803989],"category_scores_gemma":[0.0006193612,0.0003161655,0.00038689238,0.0002599784,0.000328171,0.0004422996,0.00035723773,0.00058344746,0.00027043765],"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":[0.00076518697,0.00029836834,0.0017209952,0.00019641433,0.00004318261,0.00017786167,0.000101994185,0.0016677881,0.99139786,0.000037729253,0.00002484704,0.0035677606],"study_design_scores_gemma":[0.000014189544,0.0054990984,0.014492991,0.00004061143,0.00013352804,0.00011154632,0.00019742032,0.0021538704,0.9765079,0.000017397104,0.0008003564,0.000031129875],"about_ca_topic_score_codex":0.001580493,"about_ca_topic_score_gemma":0.0047291275,"teacher_disagreement_score":0.0017803989,"about_ca_system_score_codex":0.00023094557,"about_ca_system_score_gemma":0.00022402301,"threshold_uncertainty_score":0.005955994},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9056914,0.00028522508,0.084447265,0.00006281011,0.00005510316,0.000027841663,0.00007179436,0.00034831915,0.009010211],"genre_scores_gemma":[0.98631346,0.00015157957,0.0117546115,0.0000072736966,0.0000039905094,0.0000101301075,0.000051726427,0.00001858594,0.0016886259],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992096,0.000013427248,0.0000044063527,0.000014571623,0.00003008994,0.00001659534],"domain_scores_gemma":[0.9998783,0.000020546582,0.000038376373,0.000023902696,0.000025542266,0.000013302585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013347893,0.000646368,0.00020327844,0.00033220815,0.00010992425,0.00032415698,0.00035953557,0.0003548199,0.0009388967],"category_scores_gemma":[0.00027003235,0.00018984806,0.00033710143,0.00016521614,0.00027922424,0.00029629562,0.00031436753,0.00018465053,0.00042580074],"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":[0.00017630274,0.00009590809,0.005531531,0.00022135917,0.000031467313,0.0007640421,0.000102048456,0.32504693,0.63637555,0.0030074671,0.00045229265,0.028195059],"study_design_scores_gemma":[0.000017539984,0.0007168127,0.0054650027,0.000036399295,0.000032204774,0.00036869245,0.00009854821,0.8141903,0.17544955,0.0004635819,0.0031225553,0.000038767397],"about_ca_topic_score_codex":0.0005822326,"about_ca_topic_score_gemma":0.00080607476,"teacher_disagreement_score":0.0009388967,"about_ca_system_score_codex":0.00009289074,"about_ca_system_score_gemma":0.00018475478,"threshold_uncertainty_score":0.0031409264},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.104182705,0.0019727189,0.8152113,0.00049758464,0.00025431107,0.00015504462,0.00076310534,0.00049794564,0.07646537],"genre_scores_gemma":[0.9392523,0.0018727358,0.014216016,0.00013764792,0.00008984279,0.00030519746,0.0003818907,0.00011845482,0.043625914],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998078,0.000029439763,0.000010088351,0.00004116677,0.0000762115,0.000035296165],"domain_scores_gemma":[0.9997607,0.00007577685,0.00004224867,0.000019510908,0.00008602741,0.000015848073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025023447,0.0008217397,0.00067895616,0.001020023,0.0003920345,0.001145283,0.0019083532,0.0019354619,0.003434657],"category_scores_gemma":[0.0007687209,0.00046892796,0.000807542,0.0006267967,0.0010485357,0.00086274504,0.0007744905,0.0006466213,0.0013642769],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003516494,0.000033743378,0.00050944835,0.0001414672,0.000017566339,0.00045148676,0.00011884693,0.9557621,0.013607974,0.022072278,0.00084605865,0.00640389],"study_design_scores_gemma":[0.000003207931,0.000013640632,0.00016470283,0.0000077752,0.0000051876355,0.0000562443,0.000020020621,0.9969081,0.00047739633,0.0015904972,0.0007449237,0.000008411631],"about_ca_topic_score_codex":0.004153472,"about_ca_topic_score_gemma":0.0021989327,"teacher_disagreement_score":0.004153472,"about_ca_system_score_codex":0.0006045661,"about_ca_system_score_gemma":0.0006870391,"threshold_uncertainty_score":0.011490047},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89947206,0.0001136057,0.09557899,0.000059752598,0.000012387788,0.00003096798,0.0001823065,0.00028262372,0.0042672344],"genre_scores_gemma":[0.99123794,0.000053784115,0.007998173,0.0000054432458,0.0000014803989,0.00001778229,0.0000690075,0.000019491581,0.00059676525],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999486,0.00001106795,0.0000041285402,0.000010138221,0.000016070418,0.000009871772],"domain_scores_gemma":[0.9998172,0.00008345096,0.00002728368,0.000021660493,0.00003780183,0.000012657512],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013683319,0.00028773578,0.00018612015,0.00042698442,0.0001975778,0.0002910161,0.00038379838,0.00059169455,0.00078891893],"category_scores_gemma":[0.0005436994,0.00019758947,0.0002855046,0.00021040223,0.00022297393,0.00025319163,0.00017033564,0.0001700009,0.00015264763],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016900727,0.000024332569,0.0043654568,0.000023016093,0.000007758311,0.00006827336,0.00005271884,0.9818642,0.008004186,0.0005580758,0.000065976456,0.004949113],"study_design_scores_gemma":[0.0000012999776,0.000008955203,0.0007929896,0.0000019604774,0.0000014307325,0.000010062041,0.000007242904,0.998066,0.0009064681,0.00009234104,0.00010886474,0.0000023381508],"about_ca_topic_score_codex":0.006527028,"about_ca_topic_score_gemma":0.006346991,"teacher_disagreement_score":0.006527028,"about_ca_system_score_codex":0.0003331317,"about_ca_system_score_gemma":0.0004530209,"threshold_uncertainty_score":0.012978077},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99907243,0.00009671886,0.00058069854,0.0000059613903,0.0000032497344,0.0000090576705,0.000017955357,0.000010267465,0.0002036883],"genre_scores_gemma":[0.99935514,0.00009126188,0.00042873825,0.000003966319,0.0000018241021,0.0000050804115,0.000018195144,0.00000355161,0.000092203896],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998035,0.000031443768,0.000016119011,0.000031728006,0.0000703638,0.00004696511],"domain_scores_gemma":[0.9995504,0.0002151085,0.00009041076,0.000027571461,0.00006323328,0.00005317347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019982342,0.0003011413,0.00027849124,0.0002237485,0.00013951695,0.00029675642,0.00013487735,0.00012805141,0.00068808947],"category_scores_gemma":[0.0007664871,0.00021678969,0.0002030365,0.00013990664,0.00034282953,0.00036213046,0.00035450954,0.00026980232,0.00008396049],"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":[0.00015618806,0.00002161042,0.0008393819,0.00005550817,0.000011466661,0.000064153945,0.000037994585,0.00041279607,0.995814,0.000031219537,0.000009161692,0.0025464233],"study_design_scores_gemma":[0.000008371927,0.0004564585,0.01019434,0.0000036760132,0.000026769658,0.00004355537,0.000074194395,0.0020712975,0.9868838,0.000023349023,0.00020487938,0.000009323585],"about_ca_topic_score_codex":0.0006711764,"about_ca_topic_score_gemma":0.0014677312,"teacher_disagreement_score":0.00068808947,"about_ca_system_score_codex":0.00017028123,"about_ca_system_score_gemma":0.00012630693,"threshold_uncertainty_score":0.0023018718},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99457365,0.000112155685,0.0001907085,0.0004917046,0.000010583237,0.00006824654,0.00020764503,0.000028050663,0.004317384],"genre_scores_gemma":[0.98790574,0.00049482455,0.0013537282,0.00017978498,0.000018658924,0.00018398582,0.0005165369,0.000015184187,0.009331598],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998524,0.000020051737,0.000005325381,0.000026644182,0.000031594584,0.00006389181],"domain_scores_gemma":[0.9997595,0.00001605096,0.000049677703,0.000011645705,0.00005446052,0.00010859552],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002377656,0.00020451413,0.00013726272,0.00041873183,0.002465072,0.0007224057,0.0005595042,0.0004108507,0.004365554],"category_scores_gemma":[0.00045829982,0.00017458046,0.00017644509,0.00033757434,0.00025844268,0.00060698704,0.00087865215,0.0005185496,0.00040783407],"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":[0.00034587728,0.0019915467,0.8150917,0.0002113459,0.000057468864,0.002764559,0.014075559,0.0006040537,0.008706171,0.0010188349,0.020107286,0.13502552],"study_design_scores_gemma":[0.00003697001,0.0009971517,0.9228408,0.00010521295,0.00006170969,0.00070142536,0.030171499,0.0008351538,0.0012062067,0.00012700427,0.042886343,0.000030660616],"about_ca_topic_score_codex":0.19945756,"about_ca_topic_score_gemma":0.570657,"teacher_disagreement_score":0.19945756,"about_ca_system_score_codex":0.0022735894,"about_ca_system_score_gemma":0.003105868,"threshold_uncertainty_score":0.39659315},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99856,0.00040242999,0.0005955652,0.00001138059,0.000004316908,0.000023269467,0.000042547355,0.000011856489,0.00034869355],"genre_scores_gemma":[0.99651897,0.00050441356,0.0019574678,0.000015382651,0.0000032460996,0.000020901656,0.00008279003,0.0000063339776,0.00089051697],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980253,0.000028503684,0.00002071924,0.000040629602,0.00007156026,0.000036077938],"domain_scores_gemma":[0.99983776,0.000026834201,0.000053059055,0.000011383216,0.000039167942,0.000031794247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002911207,0.0003164387,0.00041347233,0.00046219784,0.00022568987,0.00047157158,0.00020823262,0.00024194893,0.0005703948],"category_scores_gemma":[0.00024869226,0.00018535189,0.0003863285,0.0002943986,0.0002368969,0.00035700126,0.00047353664,0.00027926365,0.00017822829],"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":[0.00008012017,0.000025531666,0.001236193,0.000115648756,0.000013879511,0.0000760461,0.000048351896,0.00022720237,0.9952136,0.000015433721,0.000006667724,0.0029412997],"study_design_scores_gemma":[0.000009386542,0.0009534619,0.020674368,0.000017719884,0.000053347536,0.00019052358,0.00020418513,0.00095579016,0.9751442,0.00002471002,0.0017597814,0.00001240957],"about_ca_topic_score_codex":0.0014125428,"about_ca_topic_score_gemma":0.0067270757,"teacher_disagreement_score":0.0014125428,"about_ca_system_score_codex":0.00026295337,"about_ca_system_score_gemma":0.00029350852,"threshold_uncertainty_score":0.00280869},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7292637,0.0009847115,0.26411316,0.000087996516,0.000094914,0.00030643935,0.00085659843,0.0008394517,0.003453063],"genre_scores_gemma":[0.83874303,0.00017811765,0.15901652,0.00002552061,0.000030554835,0.00023861682,0.0008002985,0.00006360278,0.0009036335],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.994665,0.0017313571,0.00046446818,0.0015334995,0.0013068733,0.0002987128],"domain_scores_gemma":[0.9860858,0.009941741,0.0010072605,0.0008658263,0.001861008,0.00023836081],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005766266,0.0005580133,0.00073602475,0.004694278,0.0006368755,0.0011661274,0.0006859802,0.00048702894,0.0021398356],"category_scores_gemma":[0.011845014,0.00019139353,0.000885033,0.0032507665,0.0006544702,0.0005274246,0.00077963615,0.0007488553,0.0003767009],"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":[0.0011534852,0.0005223996,0.409426,0.0008302701,0.0005889847,0.00090941513,0.001837043,0.005491698,0.109598525,0.0027280492,0.0011111529,0.46580294],"study_design_scores_gemma":[0.00008285307,0.00214986,0.7754891,0.00010800391,0.0005589386,0.0015240058,0.0023275055,0.10310007,0.09637354,0.0037928794,0.014314714,0.00017854429],"about_ca_topic_score_codex":0.0017801328,"about_ca_topic_score_gemma":0.003192647,"teacher_disagreement_score":0.005766266,"about_ca_system_score_codex":0.00029551558,"about_ca_system_score_gemma":0.0008838094,"threshold_uncertainty_score":0.030495346},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993167,0.00009972905,0.00021325095,0.0000064761603,0.00000447291,0.0000032683338,0.000049887283,0.0000062307354,0.0002999418],"genre_scores_gemma":[0.9995511,0.00006846489,0.00010804136,0.000008485792,0.0000014967876,0.0000033215729,0.00003949658,0.0000027556061,0.00021673561],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969864,0.000020493699,0.000028889614,0.000047064063,0.00012389374,0.00008109018],"domain_scores_gemma":[0.9996099,0.00007870104,0.00008048821,0.000036123485,0.00013123415,0.000063728396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022916887,0.00033228638,0.00026112408,0.00047707444,0.00036429023,0.0003036295,0.00017065363,0.00027586264,0.0011879666],"category_scores_gemma":[0.0005425326,0.00015173049,0.00018837758,0.00030116743,0.00040932858,0.0003157483,0.0003621377,0.00031426596,0.000119012686],"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":[0.00032587908,0.000048902355,0.007889945,0.00008582606,0.00001901814,0.00024332613,0.00019849096,0.0020546922,0.98251456,0.000058322796,0.000059718353,0.006501392],"study_design_scores_gemma":[0.000009592109,0.0008410798,0.122664504,0.00002106079,0.00005493001,0.00018045139,0.00080134755,0.0063796514,0.86758095,0.00009542633,0.0013334029,0.000037643513],"about_ca_topic_score_codex":0.002889345,"about_ca_topic_score_gemma":0.006739762,"teacher_disagreement_score":0.002889345,"about_ca_system_score_codex":0.0002434456,"about_ca_system_score_gemma":0.00018841279,"threshold_uncertainty_score":0.0057450533},"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":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0028340886,0.58671516,0.0041471706,0.058244493,0.24352798,0.00010934343,0.0023454248,0.00021297525,0.101863466],"genre_scores_gemma":[0.025955908,0.46061885,0.005088137,0.011493911,0.09121442,0.00009457965,0.003671298,0.00033724876,0.40152568],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99624383,0.00033350053,0.00028784355,0.0004191871,0.0021766562,0.00053901586],"domain_scores_gemma":[0.99427766,0.00080915715,0.00058709754,0.00021998463,0.0028061618,0.0013000618],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004079343,0.0016912887,0.0017358945,0.0072574024,0.0015063859,0.010201281,0.0016082015,0.0049709454,0.03545821],"category_scores_gemma":[0.008042343,0.0006770097,0.0009757659,0.009287162,0.0013287169,0.0075786677,0.004189079,0.0024967312,0.011545758],"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":[0.00022816022,0.00008873808,0.00048560838,0.0018433892,0.000054299784,0.00014450999,0.00008852863,0.0008003546,0.0008017992,0.01719612,0.707598,0.27067044],"study_design_scores_gemma":[0.000012776273,0.000046423032,0.00073073397,0.0007884389,0.00002467414,0.0000712163,0.000095368865,0.00013480638,0.0006275327,0.0038560499,0.9935974,0.00001462328],"about_ca_topic_score_codex":0.003705189,"about_ca_topic_score_gemma":0.007570338,"teacher_disagreement_score":0.03545821,"about_ca_system_score_codex":0.00579118,"about_ca_system_score_gemma":0.010106369,"threshold_uncertainty_score":0.1186195},"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":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22289932,0.0075849867,0.7130039,0.0006679096,0.00096405484,0.008890632,0.0019385397,0.0029545575,0.041096237],"genre_scores_gemma":[0.2605842,0.00855613,0.61219543,0.0006216542,0.00015613406,0.008186397,0.0060450016,0.00096048455,0.102694504],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994504,0.00009105636,0.0000617996,0.000105071034,0.00026455394,0.0000271431],"domain_scores_gemma":[0.9994955,0.00012758504,0.000056438374,0.00011227066,0.00017039842,0.000037773458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005253662,0.0007931665,0.00043606557,0.0006564998,0.0005465963,0.00033226295,0.0007471357,0.0006454548,0.0046134903],"category_scores_gemma":[0.0008018341,0.00036779215,0.0003007098,0.00040586598,0.00033117665,0.0007197644,0.00064393133,0.0012465162,0.0027038495],"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":[0.000023470468,0.000052870888,0.00006656161,0.00016159708,0.0000044017897,0.00010868284,0.00006431212,0.000108449574,0.9852681,0.00039257854,0.00043173076,0.013317307],"study_design_scores_gemma":[0.000017448312,0.0005653542,0.0014006462,0.00004500028,0.000020884789,0.0009330609,0.00005894846,0.0006184445,0.9394747,0.0004971313,0.056330804,0.0000375871],"about_ca_topic_score_codex":0.00039123665,"about_ca_topic_score_gemma":0.0013575411,"teacher_disagreement_score":0.0046134903,"about_ca_system_score_codex":0.00022881888,"about_ca_system_score_gemma":0.00039680456,"threshold_uncertainty_score":0.015433669},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994671,0.000018377828,0.00029410163,0.000002516993,0.000004563692,0.000035769266,0.000036601446,0.000010180066,0.00013086786],"genre_scores_gemma":[0.99836177,0.000033823177,0.00086747715,0.0000066034913,0.000003655161,0.00002228228,0.000119119824,0.000005047563,0.0005801457],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995796,0.00009359388,0.000030310237,0.00008385302,0.0001386301,0.000074061594],"domain_scores_gemma":[0.99903834,0.00019436968,0.00009221977,0.00013005456,0.00040757604,0.00013756742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005723534,0.00042627857,0.00044945296,0.0003934589,0.0005259973,0.0002651342,0.00036315795,0.00045784633,0.001507536],"category_scores_gemma":[0.00097188394,0.00017090033,0.000482939,0.00017192986,0.00021835696,0.0003312796,0.00030417508,0.00032481435,0.0003060309],"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":[0.003046603,0.004734524,0.04475088,0.0005347712,0.00010018209,0.0015240186,0.0014076981,0.010610977,0.9020084,0.00018144457,0.000634044,0.030466365],"study_design_scores_gemma":[0.00036723184,0.15355998,0.30578515,0.00006060597,0.00022073745,0.0007715027,0.002495537,0.021415656,0.51057017,0.00013022913,0.0045333807,0.000089843576],"about_ca_topic_score_codex":0.0010958689,"about_ca_topic_score_gemma":0.002001255,"teacher_disagreement_score":0.001507536,"about_ca_system_score_codex":0.00017007922,"about_ca_system_score_gemma":0.00017063587,"threshold_uncertainty_score":0.005043268},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992291,0.00010894276,0.00013032065,0.000007865954,0.0000041523467,0.0000033492022,0.00003898242,0.0000053397894,0.00047198383],"genre_scores_gemma":[0.99868816,0.00009602182,0.00013227791,0.000007778558,0.0000012253709,0.0000027330052,0.00004851844,0.000004064112,0.0010191529],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982065,0.000022863156,0.000014034026,0.000026989577,0.000054807435,0.000060616156],"domain_scores_gemma":[0.9991518,0.00038944534,0.00009568603,0.000031074484,0.00020220176,0.00012978089],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002523587,0.0002051686,0.00017309611,0.0002496899,0.0003345955,0.0006239729,0.00022439475,0.00023228848,0.0032530061],"category_scores_gemma":[0.0009863197,0.00017098573,0.0002041068,0.0002161847,0.00030510972,0.000357437,0.00034567757,0.00026708248,0.00039821252],"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":[0.0016667827,0.00016059229,0.015579723,0.00014388537,0.000022086926,0.00019525384,0.00030891126,0.0016600557,0.965185,0.00015612859,0.00014270139,0.014778972],"study_design_scores_gemma":[0.000028696015,0.002546552,0.15519442,0.000042247197,0.000056580786,0.00015696888,0.0017099822,0.007348022,0.8310123,0.00017538719,0.0016821787,0.000046731195],"about_ca_topic_score_codex":0.0055880006,"about_ca_topic_score_gemma":0.012375767,"teacher_disagreement_score":0.0055880006,"about_ca_system_score_codex":0.00036240934,"about_ca_system_score_gemma":0.00032162876,"threshold_uncertainty_score":0.011110961},"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":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.039399896,0.0020403573,0.5488671,0.0012219963,0.0013845619,0.0031390602,0.029183181,0.029819727,0.3449441],"genre_scores_gemma":[0.25723785,0.0030913174,0.30436766,0.0023183466,0.00043049888,0.006144003,0.062349666,0.008843477,0.35521722],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99667263,0.00035348957,0.00040560646,0.00025056774,0.0020273256,0.00029036443],"domain_scores_gemma":[0.99679923,0.00050437986,0.00027415124,0.00050685933,0.0018305907,0.000084776206],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001986235,0.0017382586,0.00060705445,0.0020606744,0.0007124833,0.001600802,0.0023076928,0.002131287,0.023065787],"category_scores_gemma":[0.0033119912,0.00078609993,0.0005862055,0.0009156412,0.00045108204,0.0014646121,0.001239626,0.0014627875,0.020058066],"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":[0.0006227589,0.0007083119,0.0037587928,0.0027055256,0.000052469768,0.0016871168,0.00096338027,0.037069086,0.14685544,0.1305826,0.34291637,0.3320782],"study_design_scores_gemma":[0.000051104922,0.00019001188,0.0013298526,0.00047992362,0.000031325133,0.000883883,0.00015147708,0.01346562,0.039918594,0.006548964,0.93689567,0.000053593725],"about_ca_topic_score_codex":0.0025186145,"about_ca_topic_score_gemma":0.0051256157,"teacher_disagreement_score":0.023065787,"about_ca_system_score_codex":0.0007753023,"about_ca_system_score_gemma":0.0015050469,"threshold_uncertainty_score":0.07716268},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984719,0.000027035292,0.0011544076,0.0000036950235,0.0000020092561,0.000008491056,0.00003551642,0.00001461661,0.00028236082],"genre_scores_gemma":[0.9985299,0.000046013323,0.00095160963,0.0000030244541,8.898002e-7,0.000004574269,0.00004603066,0.000002774654,0.00041513157],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997924,0.000023521416,0.000008604757,0.000027283679,0.00011392294,0.000034320496],"domain_scores_gemma":[0.99971026,0.00006806178,0.000073090145,0.000022350881,0.00007570802,0.000050607498],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020751258,0.00029106854,0.0001811298,0.00041086835,0.00017868621,0.00018412714,0.00021062404,0.0002656818,0.00090622547],"category_scores_gemma":[0.00043020383,0.00014745946,0.00017819858,0.00028684724,0.00026416883,0.00025435712,0.00025150768,0.00012157655,0.00022513131],"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":[0.00031898648,0.00003736661,0.0055755326,0.000072787334,0.000008296888,0.00027584005,0.0001347005,0.0024492776,0.9839575,0.000029596236,0.000028291795,0.007111851],"study_design_scores_gemma":[0.000015246463,0.004015847,0.15143849,0.000020811758,0.00004160667,0.0007222698,0.0007502254,0.014468684,0.8273095,0.00006872201,0.001112333,0.00003622677],"about_ca_topic_score_codex":0.0007232591,"about_ca_topic_score_gemma":0.002228149,"teacher_disagreement_score":0.00090622547,"about_ca_system_score_codex":0.00015017668,"about_ca_system_score_gemma":0.00013635035,"threshold_uncertainty_score":0.0030316114},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984664,0.00003390032,0.0013294428,0.0000031492661,7.799613e-7,0.0000019889733,0.000010348295,0.0000074522763,0.00014649512],"genre_scores_gemma":[0.99973303,0.000014035045,0.00022737253,6.620225e-7,1.4048516e-7,6.3338626e-7,0.0000042665333,0.0000011538413,0.000018652432],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984777,0.000022564585,0.000013017464,0.000026768574,0.00004367465,0.00004623528],"domain_scores_gemma":[0.9993199,0.00026580048,0.00020278002,0.000055622746,0.00007287657,0.00008306265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027361495,0.00026593244,0.00027137782,0.0003040591,0.00011605936,0.0003825759,0.00024202897,0.0002449992,0.0005002338],"category_scores_gemma":[0.0016565741,0.00023345549,0.00015472574,0.0001645199,0.0003780147,0.0002736027,0.00041183532,0.00015980461,0.00007783065],"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":[0.0013985583,0.00013627463,0.029117472,0.00018679259,0.000045431003,0.00060770015,0.00012804283,0.24753162,0.70842385,0.00052509096,0.00006230687,0.011836765],"study_design_scores_gemma":[0.00012253391,0.0028968505,0.08084434,0.00006265789,0.00015265409,0.00041513948,0.00046108445,0.24438046,0.66949767,0.0005563645,0.00054056506,0.00006973474],"about_ca_topic_score_codex":0.0009663753,"about_ca_topic_score_gemma":0.0020438335,"teacher_disagreement_score":0.0009663753,"about_ca_system_score_codex":0.0002603326,"about_ca_system_score_gemma":0.0002064967,"threshold_uncertainty_score":0.0019214749},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.003010482,0.00005058506,0.99579936,0.000007801785,0.000012691355,0.000026752694,0.000018709923,0.00012352201,0.0009500551],"genre_scores_gemma":[0.06708524,0.00017481,0.931443,0.00000922862,0.000009872127,0.000113414484,0.00007413896,0.000089614005,0.0010006458],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994199,0.00012262582,0.00004036827,0.00009362392,0.00027687597,0.000046578858],"domain_scores_gemma":[0.9994252,0.00019316428,0.000051589454,0.00009032445,0.000217865,0.000021893651],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008901636,0.00056883175,0.000520488,0.001262956,0.00039209804,0.0006704962,0.0009620722,0.00029061185,0.0028227658],"category_scores_gemma":[0.0023819641,0.00034972257,0.0004134044,0.0008260534,0.000762336,0.0010980829,0.00073000236,0.0009231674,0.00089952914],"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":[0.00015279233,0.00006149142,0.0034301183,0.000436355,0.00005325462,0.00029288142,0.0005015313,0.06605194,0.09952277,0.27950004,0.0027049482,0.5472918],"study_design_scores_gemma":[0.000054636424,0.00022967962,0.0022904277,0.00007680035,0.000050044237,0.00094168546,0.00016062366,0.8151184,0.08991296,0.055742044,0.035305563,0.00011715469],"about_ca_topic_score_codex":0.0019070349,"about_ca_topic_score_gemma":0.0020362253,"teacher_disagreement_score":0.0028227658,"about_ca_system_score_codex":0.00033867758,"about_ca_system_score_gemma":0.0012595418,"threshold_uncertainty_score":0.009443045},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9604639,0.00020339047,0.034337133,0.000030389703,0.000013003372,0.0004284084,0.00045935376,0.00037597827,0.0036885287],"genre_scores_gemma":[0.96148217,0.0001564469,0.03284646,0.00001551592,0.000005691018,0.0003037219,0.0007149125,0.00006454026,0.004410478],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960285,0.00005594683,0.000022180315,0.00003847763,0.00021766862,0.00006288322],"domain_scores_gemma":[0.999634,0.000060840764,0.000073222844,0.00004905281,0.000118284086,0.000064608765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006673047,0.00061585737,0.0002738804,0.00089361507,0.00043289302,0.000345015,0.00062847213,0.0005657843,0.0015201023],"category_scores_gemma":[0.00067413144,0.0002673227,0.00033564423,0.00037809287,0.0006156476,0.0003321404,0.0004265806,0.000237752,0.00058197184],"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":[0.00063371554,0.00037673552,0.013590278,0.00044448118,0.000018211998,0.0008300233,0.0003096704,0.018283462,0.9068883,0.0007377872,0.0005647814,0.05732252],"study_design_scores_gemma":[0.00009177519,0.008341313,0.057572987,0.000056329543,0.000058694175,0.0017958183,0.00046095473,0.015897026,0.8989572,0.00032359318,0.016370311,0.00007409555],"about_ca_topic_score_codex":0.0017657459,"about_ca_topic_score_gemma":0.0035410277,"teacher_disagreement_score":0.0017657459,"about_ca_system_score_codex":0.00036852446,"about_ca_system_score_gemma":0.0006820386,"threshold_uncertainty_score":0.00508523},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86084044,0.0005652233,0.12065023,0.00020617798,0.000055758082,0.00011196015,0.0005196073,0.00024825972,0.016802454],"genre_scores_gemma":[0.9883144,0.00024346205,0.0063565103,0.000026455835,0.000008866768,0.000068248555,0.0001154137,0.000045600424,0.004821126],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989676,0.000016307116,0.000004846427,0.000023410294,0.000020664122,0.00003794539],"domain_scores_gemma":[0.99971336,0.00014031524,0.0000497787,0.000014780123,0.000032606276,0.00004899704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019275976,0.0005474934,0.00047884558,0.00045753524,0.0003835416,0.0014730779,0.00080503547,0.0022610936,0.003036992],"category_scores_gemma":[0.0006597954,0.0005758717,0.000606527,0.00036033973,0.000936149,0.0006073053,0.0006400421,0.00053245254,0.00040325156],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017987022,0.000013357453,0.0003339459,0.000015835523,0.000005195451,0.00007685987,0.000016626916,0.9963098,0.0019760022,0.000667258,0.000034629917,0.00053244433],"study_design_scores_gemma":[0.000008857939,0.000016400149,0.00027688875,0.00000472222,0.0000035698563,0.000014257123,0.000019888477,0.9989047,0.0002637094,0.00034175714,0.00013913005,0.0000061627666],"about_ca_topic_score_codex":0.020528844,"about_ca_topic_score_gemma":0.012126982,"teacher_disagreement_score":0.020528844,"about_ca_system_score_codex":0.0008367682,"about_ca_system_score_gemma":0.00088121736,"threshold_uncertainty_score":0.04081875},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8697357,0.00014781811,0.123726584,0.000051274677,0.000004627426,0.000141205,0.00040608345,0.0005670961,0.0052194656],"genre_scores_gemma":[0.98834175,0.000035091198,0.0102467835,0.000002941391,0.000001282381,0.00004211056,0.00013085383,0.000024869887,0.001174301],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991229,0.0001373161,0.00003719837,0.00011473333,0.00045032037,0.00013751308],"domain_scores_gemma":[0.99807954,0.000361958,0.0002859784,0.00014258211,0.0010440561,0.00008578369],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013151198,0.00044846904,0.00047274693,0.001328677,0.00058486505,0.0008063664,0.0009837112,0.00045469543,0.001461076],"category_scores_gemma":[0.0027804174,0.00032423178,0.0003205152,0.0005340437,0.00069403986,0.0004563098,0.0006237348,0.00026677302,0.00028999022],"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":[0.00086634327,0.00011060571,0.04478831,0.00021754322,0.000033372537,0.00035683194,0.00071556703,0.7343308,0.089985445,0.004997145,0.0007883708,0.12280965],"study_design_scores_gemma":[0.00004290892,0.0010246993,0.064834826,0.00003105484,0.00006617946,0.00012532512,0.0003888565,0.88423663,0.04383736,0.0021730487,0.0031719117,0.00006716743],"about_ca_topic_score_codex":0.07781283,"about_ca_topic_score_gemma":0.1167555,"teacher_disagreement_score":0.92218715,"about_ca_system_score_codex":0.003310559,"about_ca_system_score_gemma":0.0022763577,"threshold_uncertainty_score":0.15471977},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99840575,0.000039873412,0.0006348331,0.000006085471,0.000005854584,0.000004450591,0.000050592822,0.00003500828,0.00081749255],"genre_scores_gemma":[0.9993222,0.000018567152,0.00015906573,0.0000031124732,9.957458e-7,0.0000016655866,0.000029838893,0.000009723192,0.0004547845],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996897,0.000051514304,0.000015898353,0.000038802464,0.00010778977,0.00009643028],"domain_scores_gemma":[0.9990658,0.0003242478,0.00018271201,0.00012889548,0.00019198905,0.000106329084],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022593857,0.00061134994,0.0003036767,0.000527207,0.00032078143,0.00046098104,0.0002470161,0.00048489135,0.003638826],"category_scores_gemma":[0.0009956511,0.000249358,0.00031366636,0.00024201653,0.0004475577,0.00020597561,0.00047060678,0.0002990804,0.0008316855],"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":[0.002258832,0.00013789783,0.023280958,0.00024934686,0.00006601203,0.0023753599,0.0006971943,0.063791476,0.88396984,0.0002959173,0.00043712996,0.02244001],"study_design_scores_gemma":[0.0000792384,0.007336376,0.25361595,0.000106210624,0.00022738532,0.00160906,0.0025477682,0.06560394,0.663508,0.00031786357,0.0048842607,0.00016392779],"about_ca_topic_score_codex":0.0011079863,"about_ca_topic_score_gemma":0.0019320484,"teacher_disagreement_score":0.003638826,"about_ca_system_score_codex":0.00017111197,"about_ca_system_score_gemma":0.00016514008,"threshold_uncertainty_score":0.012173116},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9766709,0.00018123531,0.0029823328,0.00025368037,0.000017697765,0.0007284542,0.00065770856,0.00006382705,0.018444223],"genre_scores_gemma":[0.98174334,0.00035680245,0.005288431,0.00006388446,0.000005324515,0.00014877072,0.0004367114,0.00001568886,0.01194107],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9989309,0.00022373865,0.0000396688,0.00009939304,0.00028982913,0.00041644822],"domain_scores_gemma":[0.99890363,0.00021828545,0.000096666285,0.000093614646,0.00046194816,0.00022590552],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00084525027,0.000686317,0.00038329506,0.0010655452,0.0031710484,0.0014469699,0.0024726419,0.002130854,0.004146208],"category_scores_gemma":[0.000861148,0.00028876445,0.00054659916,0.0018065373,0.0010953278,0.0007962901,0.0010292919,0.00073317066,0.00059810106],"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":[0.0017491551,0.009647957,0.20805691,0.0017497173,0.00036442297,0.067747675,0.009297016,0.48328534,0.040024817,0.029522395,0.020172864,0.12838174],"study_design_scores_gemma":[0.00096984004,0.0076290066,0.27010304,0.0006004083,0.00070669723,0.010155345,0.13728935,0.33259696,0.06449919,0.008107538,0.16681923,0.0005234176],"about_ca_topic_score_codex":0.4341463,"about_ca_topic_score_gemma":0.65414125,"teacher_disagreement_score":0.4341463,"about_ca_system_score_codex":0.010752535,"about_ca_system_score_gemma":0.008551949,"threshold_uncertainty_score":0.8632386},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99788636,0.00024009307,0.00083086477,0.00004856227,0.0000029289336,0.000007601583,0.0001637213,0.000015400616,0.00080442516],"genre_scores_gemma":[0.99913365,0.000111946945,0.00022635417,0.000009702769,0.0000037966124,0.000002513582,0.000118488555,0.000003516195,0.00039011962],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99986553,0.000008557405,0.000009480642,0.00003287802,0.000039107297,0.00004442744],"domain_scores_gemma":[0.99877614,0.00065138895,0.00017956873,0.00012371108,0.00018759348,0.00008158756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003250507,0.0002016105,0.0002826063,0.0011200919,0.000271227,0.00044858726,0.0003968017,0.00048069775,0.0020173467],"category_scores_gemma":[0.0020708407,0.00015648977,0.00025042924,0.00078329875,0.00056946644,0.00075274176,0.00022689773,0.0003629736,0.00014184986],"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":[0.0011726333,0.00020377873,0.117387876,0.0002306039,0.000055114233,0.0006331579,0.0004432288,0.012554779,0.8483882,0.0016034783,0.0002088262,0.017118322],"study_design_scores_gemma":[0.0000182423,0.0005293943,0.5202957,0.000013942373,0.0000332257,0.0005686721,0.000509702,0.02057501,0.45460382,0.0012183973,0.0015839724,0.000049920516],"about_ca_topic_score_codex":0.0049717096,"about_ca_topic_score_gemma":0.0064052744,"teacher_disagreement_score":0.0049717096,"about_ca_system_score_codex":0.00029220016,"about_ca_system_score_gemma":0.00016940462,"threshold_uncertainty_score":0.00988555},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16144226,0.00021789772,0.80386484,0.00012533797,0.000075684955,0.00008627236,0.00022771179,0.0009065748,0.03305344],"genre_scores_gemma":[0.8729124,0.0001181476,0.11830109,0.000019138724,0.000011601339,0.00006997344,0.00025108733,0.0001176384,0.008199017],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998611,0.000026162801,0.000004904802,0.000015941712,0.000072541014,0.00001930077],"domain_scores_gemma":[0.99982834,0.000027375205,0.000021249496,0.000019558842,0.0000896647,0.000013818597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019066203,0.00048033797,0.00031101704,0.00037468076,0.0002266789,0.00049293356,0.00069834746,0.00043338005,0.002568668],"category_scores_gemma":[0.0005405124,0.00023395239,0.00021604291,0.00021036713,0.00019604054,0.00022900155,0.00034871214,0.00017434456,0.00080891105],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026118796,0.000037430775,0.002669244,0.000081177364,0.000018533678,0.00013702843,0.00013977931,0.82612056,0.065675,0.0070576663,0.0030061074,0.09479623],"study_design_scores_gemma":[0.000014497424,0.00008826727,0.0010691596,0.000011225766,0.000011574889,0.00003977061,0.00004441202,0.9789726,0.012534313,0.0005155827,0.0066890516,0.000009517123],"about_ca_topic_score_codex":0.006653906,"about_ca_topic_score_gemma":0.011997133,"teacher_disagreement_score":0.006653906,"about_ca_system_score_codex":0.0004970682,"about_ca_system_score_gemma":0.0007898585,"threshold_uncertainty_score":0.013230324},"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":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.032264624,0.0023263355,0.47610202,0.0014727234,0.0018253055,0.0027406544,0.030068353,0.032558057,0.42064184],"genre_scores_gemma":[0.25262326,0.0037598193,0.26634002,0.0027462628,0.0005676587,0.0061906558,0.063434795,0.012085361,0.39225215],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9962018,0.000380485,0.00040607693,0.00028602703,0.00237678,0.00034880338],"domain_scores_gemma":[0.9967943,0.0004960976,0.00026287007,0.0005317667,0.0018108464,0.000104250736],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020079424,0.0016810091,0.0005556454,0.0021941492,0.0008091061,0.0017005047,0.0022436534,0.0021638277,0.029659597],"category_scores_gemma":[0.0038024993,0.00073327724,0.00061867,0.0009386775,0.0005408713,0.0016909062,0.0015988697,0.0016702532,0.024823898],"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":[0.0006050766,0.000611317,0.0030289686,0.0029162008,0.000047702106,0.0014641898,0.0009646927,0.026860306,0.12582691,0.16273004,0.3708655,0.30407915],"study_design_scores_gemma":[0.000033842272,0.00013674145,0.0008268734,0.0004375729,0.00002238122,0.0006338719,0.000115710376,0.0075009316,0.029184604,0.0065058204,0.9545603,0.00004132691],"about_ca_topic_score_codex":0.0024091387,"about_ca_topic_score_gemma":0.0044703786,"teacher_disagreement_score":0.029659597,"about_ca_system_score_codex":0.00081358984,"about_ca_system_score_gemma":0.0015584765,"threshold_uncertainty_score":0.09922123},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947284,0.0021442384,0.00025692364,0.0000512828,0.0000735881,0.000017588294,0.00022328172,0.000032507705,0.0024721588],"genre_scores_gemma":[0.9944687,0.001302901,0.0007084361,0.000063215695,0.000008536773,0.000012747831,0.00017075565,0.000024113027,0.0032406421],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968326,0.000058709855,0.000026319547,0.000054214535,0.00008888872,0.00008857951],"domain_scores_gemma":[0.9989786,0.0004317851,0.0001499906,0.00006599646,0.0002853902,0.00008832751],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003742256,0.00043588004,0.00035459048,0.00032872244,0.00026382122,0.0007901107,0.0003863522,0.0005850903,0.0062017827],"category_scores_gemma":[0.0011256959,0.00021406403,0.0005176226,0.00033294215,0.00029522355,0.0006838568,0.0003147703,0.00067095866,0.0007033552],"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":[0.00693693,0.00093894487,0.0011930277,0.0006207467,0.00008709236,0.0002171214,0.00009976745,0.0032145586,0.9665591,0.00023605081,0.00045266227,0.019443924],"study_design_scores_gemma":[0.00004259578,0.005021936,0.0035464396,0.000043506552,0.00011661238,0.00005047845,0.00012945203,0.0013739353,0.9872662,0.000043879783,0.0023398846,0.000025079009],"about_ca_topic_score_codex":0.002733203,"about_ca_topic_score_gemma":0.0035938143,"teacher_disagreement_score":0.0062017827,"about_ca_system_score_codex":0.0003110556,"about_ca_system_score_gemma":0.00032697275,"threshold_uncertainty_score":0.020747006},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99862313,0.00002965247,0.0005794128,0.00001012825,0.000008873261,0.000011858596,0.00009375068,0.000020176843,0.0006229126],"genre_scores_gemma":[0.99890375,0.000025230598,0.00020423486,0.000007888797,0.000002614928,0.000005360702,0.00013106782,0.000007641462,0.00071219465],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994735,0.00005510853,0.000049077033,0.000071743176,0.00018227393,0.0001682761],"domain_scores_gemma":[0.99859947,0.0005769446,0.00015062862,0.0001263921,0.0002339193,0.0003126457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028264592,0.0004641659,0.00038398738,0.0005872009,0.0006462261,0.00030115823,0.0006327845,0.0009535372,0.0045758253],"category_scores_gemma":[0.0014933534,0.0003687432,0.00048443975,0.0004396918,0.00057058723,0.0006541278,0.00091130077,0.0008058686,0.00054398895],"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":[0.0047202157,0.00035571662,0.0045353654,0.00012383099,0.000037850943,0.0007939508,0.00046176556,0.005298083,0.9785476,0.00024906927,0.00017145436,0.0047051557],"study_design_scores_gemma":[0.00022379513,0.0061853286,0.06894235,0.00004581185,0.000084619394,0.0005573281,0.0010004654,0.022343485,0.8991537,0.0004184011,0.0009886093,0.00005612674],"about_ca_topic_score_codex":0.0032480161,"about_ca_topic_score_gemma":0.004057605,"teacher_disagreement_score":0.0045758253,"about_ca_system_score_codex":0.00028653044,"about_ca_system_score_gemma":0.00027823885,"threshold_uncertainty_score":0.015307665},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00004486296,0.0060464237,0.00009685383,0.033067722,0.95238847,0.000028796534,0.00006611601,0.000054262448,0.008206585],"genre_scores_gemma":[0.0007557868,0.0056148754,0.00014470814,0.033483446,0.8925761,0.000050024915,0.00010535204,0.00006567911,0.06720409],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9962774,0.0006871828,0.0003816368,0.0005013417,0.0017567796,0.0003957477],"domain_scores_gemma":[0.98912394,0.0025037506,0.000973275,0.00046825293,0.005015456,0.0019153712],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0036245822,0.0023097685,0.002515424,0.0031406558,0.0028601247,0.0063056066,0.0023695065,0.0107956985,0.049344994],"category_scores_gemma":[0.01980926,0.0007708072,0.001650795,0.0013117034,0.0014147278,0.0027841718,0.002196323,0.009797467,0.031090567],"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":[0.000012625602,0.0000045176666,0.0000107425885,0.00006383061,0.000004721794,0.00006615531,0.0000045406623,0.000007739117,0.000019992602,0.00008608947,0.99521196,0.004506984],"study_design_scores_gemma":[0.0000264329,0.000009321935,0.000116974734,0.00022895967,0.000017867475,0.00016553303,0.000018807745,0.000031115313,0.00004232562,0.00030295367,0.9990326,0.0000071919562],"about_ca_topic_score_codex":0.0018487693,"about_ca_topic_score_gemma":0.0058376854,"teacher_disagreement_score":0.950655,"about_ca_system_score_codex":0.002727136,"about_ca_system_score_gemma":0.002934275,"threshold_uncertainty_score":0},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6921998,0.00026103522,0.2985342,0.0000965728,0.00005896158,0.00006920815,0.00027269436,0.00039922216,0.008108159],"genre_scores_gemma":[0.97393656,0.00013591323,0.02200941,0.000014048557,0.000004372366,0.000035747373,0.00017807656,0.00004405044,0.0036418254],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999884,0.000018200695,0.0000061272212,0.000016472748,0.00005381801,0.000021370364],"domain_scores_gemma":[0.9997861,0.000087674096,0.000026272797,0.000021394411,0.00006710753,0.000011536259],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002423005,0.00035980833,0.00035224814,0.00042899558,0.00022848335,0.00037177454,0.00045416525,0.0005670311,0.0015826855],"category_scores_gemma":[0.0005887662,0.0002451076,0.0004352296,0.0002555207,0.00041096547,0.00023953334,0.00028656758,0.00025374792,0.00028753534],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060984257,0.00003693013,0.0022688282,0.00008001183,0.000016042537,0.00014154175,0.00011533388,0.9346351,0.05084976,0.001456152,0.00017456416,0.010164769],"study_design_scores_gemma":[0.000002851282,0.000039842787,0.0010856038,0.000009124772,0.000006430607,0.000031255433,0.00006355728,0.9899037,0.00818344,0.00022787275,0.00043979308,0.000006444586],"about_ca_topic_score_codex":0.0047759404,"about_ca_topic_score_gemma":0.0035671415,"teacher_disagreement_score":0.0047759404,"about_ca_system_score_codex":0.00028435173,"about_ca_system_score_gemma":0.00043980143,"threshold_uncertainty_score":0.009496272},"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":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0013995682,0.01301702,0.029425984,0.0014913493,0.0022843324,0.000041766092,0.0001716579,0.00032941304,0.95183897],"genre_scores_gemma":[0.012659332,0.010757102,0.006692224,0.00039601309,0.0005466555,0.000038380982,0.00019245567,0.00013205077,0.96858585],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99966943,0.000026411008,0.000010634479,0.000037362963,0.00023368963,0.000022519805],"domain_scores_gemma":[0.9998801,0.00002004451,0.000006020066,0.000021824882,0.000060246643,0.000011760185],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022926503,0.00095170515,0.0004010331,0.0013592067,0.0009503261,0.0017324176,0.00053755456,0.0009030797,0.050111704],"category_scores_gemma":[0.00038684683,0.0002533109,0.00027040258,0.0012345169,0.0009851308,0.0012929296,0.0015003784,0.0012839106,0.025596848],"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":[0.000011351005,0.000041681247,0.00019154423,0.0003372495,0.0000060711213,0.00012616823,0.00033017976,0.0030221525,0.00481406,0.21185076,0.22691223,0.55235654],"study_design_scores_gemma":[9.679949e-7,0.000009597197,0.00020352942,0.000100477824,0.0000016166183,0.00012000864,0.00005503279,0.00045668817,0.0007651827,0.021609358,0.97667354,0.00000401958],"about_ca_topic_score_codex":0.0015659342,"about_ca_topic_score_gemma":0.0043406673,"teacher_disagreement_score":0.050111704,"about_ca_system_score_codex":0.0007707047,"about_ca_system_score_gemma":0.001142536,"threshold_uncertainty_score":0.16764039},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99840575,0.000039873412,0.0006348331,0.000006085471,0.000005854584,0.000004450591,0.000050592822,0.00003500828,0.00081749255],"genre_scores_gemma":[0.9993222,0.000018567152,0.00015906573,0.0000031124732,9.957458e-7,0.0000016655866,0.000029838893,0.000009723192,0.0004547845],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996897,0.000051514304,0.000015898353,0.000038802464,0.00010778977,0.00009643028],"domain_scores_gemma":[0.9990658,0.0003242478,0.00018271201,0.00012889548,0.00019198905,0.000106329084],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022593857,0.00061134994,0.0003036767,0.000527207,0.00032078143,0.00046098104,0.0002470161,0.00048489135,0.003638826],"category_scores_gemma":[0.0009956511,0.000249358,0.00031366636,0.00024201653,0.0004475577,0.00020597561,0.00047060678,0.0002990804,0.0008316855],"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":[0.002258832,0.00013789783,0.023280958,0.00024934686,0.00006601203,0.0023753599,0.0006971943,0.063791476,0.88396984,0.0002959173,0.00043712996,0.02244001],"study_design_scores_gemma":[0.0000792384,0.007336376,0.25361595,0.000106210624,0.00022738532,0.00160906,0.0025477682,0.06560394,0.663508,0.00031786357,0.0048842607,0.00016392779],"about_ca_topic_score_codex":0.0011079863,"about_ca_topic_score_gemma":0.0019320484,"teacher_disagreement_score":0.003638826,"about_ca_system_score_codex":0.00017111197,"about_ca_system_score_gemma":0.00016514008,"threshold_uncertainty_score":0.012173116},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0045631407,0.0043426133,0.030061001,0.00053264457,0.0007524573,0.00010624765,0.0023497052,0.001505651,0.95578647],"genre_scores_gemma":[0.044140857,0.008023974,0.0102294,0.00030366634,0.0003903711,0.00014721054,0.0031423173,0.0004215254,0.9332008],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998242,0.000007313603,0.000006442971,0.00003809226,0.0001131759,0.0000107586475],"domain_scores_gemma":[0.999881,0.000012910717,0.000011349573,0.00002370481,0.000058448535,0.000012649029],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017437433,0.0009285189,0.00041322075,0.001329348,0.00041189915,0.00096604344,0.0007351342,0.0004374009,0.13116251],"category_scores_gemma":[0.00043997084,0.00023110838,0.0002895656,0.0010258763,0.00038157424,0.00090579037,0.0008501796,0.0006679202,0.07798061],"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":[0.000056245182,0.000090938316,0.00064324157,0.00043152095,0.000018945972,0.00007778611,0.00010085864,0.002414141,0.018826175,0.08078894,0.16358404,0.7329672],"study_design_scores_gemma":[0.000007702397,0.000057464455,0.0018737642,0.00010465539,0.00001368238,0.00021936659,0.000045079036,0.0010175012,0.0075682737,0.022149948,0.96692175,0.000020806907],"about_ca_topic_score_codex":0.0007727286,"about_ca_topic_score_gemma":0.0010664784,"teacher_disagreement_score":0.13116251,"about_ca_system_score_codex":0.00038649316,"about_ca_system_score_gemma":0.00059148704,"threshold_uncertainty_score":0.43878233},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995078,0.000030061761,0.0002570344,0.000001914365,0.0000015652062,0.0000032569287,0.000035414927,0.000009127177,0.00015400027],"genre_scores_gemma":[0.99882835,0.000029594596,0.00033569452,0.0000069845073,0.0000012074196,0.0000035398632,0.00014043831,0.0000054196303,0.0006488512],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998425,0.000013204408,0.000009635598,0.000027255192,0.00006752805,0.00003973034],"domain_scores_gemma":[0.9997633,0.00003247935,0.00004844069,0.00002884116,0.00007928283,0.000047731955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011845847,0.0003290592,0.00019620809,0.0002484766,0.00013507955,0.00012899174,0.00017691424,0.00018186893,0.0021914595],"category_scores_gemma":[0.0002802492,0.000119894205,0.00011944836,0.00017385716,0.00028460342,0.00017701296,0.0001952386,0.00020033335,0.00025213984],"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":[0.00019323897,0.0000270413,0.0019010615,0.000020911604,0.000008756056,0.00006990973,0.000041652398,0.00043277143,0.99541616,0.000010119128,0.000011140918,0.0018671625],"study_design_scores_gemma":[0.000011405961,0.0017454891,0.05544289,0.000004305445,0.000019263693,0.0001932094,0.00017639442,0.0021870674,0.9396335,0.000014529769,0.0005623945,0.00000949674],"about_ca_topic_score_codex":0.0019551923,"about_ca_topic_score_gemma":0.0063571576,"teacher_disagreement_score":0.0021914595,"about_ca_system_score_codex":0.00017206877,"about_ca_system_score_gemma":0.00011705443,"threshold_uncertainty_score":0.007331133},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99746203,0.00002514447,0.0014162953,0.000010323316,0.0000050982667,0.000012561612,0.00014238154,0.000076218545,0.000849898],"genre_scores_gemma":[0.99926215,0.0000137551715,0.00020073458,0.0000041082412,0.0000017467886,0.000004218234,0.000104076295,0.0000112197295,0.0003978398],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99973625,0.000025340112,0.000011634522,0.00002232956,0.0001306518,0.00007380039],"domain_scores_gemma":[0.99906987,0.00044245613,0.000086147775,0.000062549465,0.00023770901,0.00010137889],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020440554,0.00050024356,0.00046842854,0.0009425337,0.000574758,0.00032922236,0.00069982785,0.00073056814,0.0038389824],"category_scores_gemma":[0.0009327289,0.00024468242,0.00036597098,0.00051469606,0.00043826568,0.00031807384,0.00034046604,0.00025540573,0.00046079606],"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":[0.0055521396,0.00065430574,0.028574841,0.00040159118,0.00011585055,0.0021094154,0.00069189275,0.10240478,0.8293614,0.0005463286,0.0008665837,0.028720856],"study_design_scores_gemma":[0.00013797091,0.0027586748,0.21489614,0.00003978298,0.00014362611,0.0006604741,0.0011636595,0.39456043,0.38384047,0.0005294055,0.0011749055,0.00009448479],"about_ca_topic_score_codex":0.004558338,"about_ca_topic_score_gemma":0.0065763467,"teacher_disagreement_score":0.004558338,"about_ca_system_score_codex":0.00038120578,"about_ca_system_score_gemma":0.00024143571,"threshold_uncertainty_score":0.012842715},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00025292856,0.9980598,0.0010215292,0.00010098658,0.00011272283,0.0000049162672,0.000020870926,0.000009327756,0.0004169194],"genre_scores_gemma":[0.0009931654,0.9978104,0.00079469074,0.00005230957,0.00010787707,0.000003967529,0.000033960052,0.000003657835,0.0001999702],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99947685,0.000069741785,0.00008199788,0.00010530705,0.00022345035,0.0000427231],"domain_scores_gemma":[0.9986082,0.00070249924,0.00021748252,0.000040610143,0.00037868632,0.000052606832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014045273,0.0018645277,0.0027590876,0.0028697283,0.00023502957,0.0013760404,0.0021268437,0.0019452809,0.0033726466],"category_scores_gemma":[0.0019011209,0.00073891075,0.001269529,0.004265858,0.0006639425,0.0017294104,0.0009371655,0.0009902555,0.0016351693],"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":[0.00006479661,0.00013205265,0.0003634197,0.04275068,0.00024171044,0.00014026546,0.0000646036,0.0075449613,0.0029560737,0.004278651,0.016073797,0.92538905],"study_design_scores_gemma":[0.00006266189,0.0004185082,0.0025522094,0.02196123,0.0010316506,0.00072235573,0.00022230577,0.003159432,0.0027886129,0.005870661,0.96109134,0.000119143406],"about_ca_topic_score_codex":0.002624858,"about_ca_topic_score_gemma":0.004617611,"teacher_disagreement_score":0.0033726466,"about_ca_system_score_codex":0.0005082202,"about_ca_system_score_gemma":0.0016879966,"threshold_uncertainty_score":0.011282623},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8209556,0.00011790468,0.17250788,0.00006582134,0.000018376571,0.00006113368,0.00017037721,0.00035195085,0.005750974],"genre_scores_gemma":[0.98679745,0.000052268497,0.012083704,0.0000063427333,0.0000013398138,0.000021045742,0.000051611834,0.000019655663,0.00096675707],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998202,0.000044358956,0.000012178175,0.000023452005,0.00006976394,0.000030170606],"domain_scores_gemma":[0.99951863,0.00024374979,0.000082811326,0.00005014079,0.00007888253,0.000025763837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035556944,0.00034936765,0.0003294384,0.00049041543,0.00024180573,0.0005456372,0.0005673038,0.0006500872,0.0009932668],"category_scores_gemma":[0.0009454209,0.00029474488,0.00036665387,0.0002758474,0.0005359358,0.00031631353,0.0004000926,0.00028299296,0.00019549605],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050918705,0.000030203571,0.0016488632,0.000039045193,0.00000629148,0.000107038075,0.00006959602,0.9736231,0.020257255,0.00054469914,0.000034621364,0.003588301],"study_design_scores_gemma":[0.0000028863838,0.000026776264,0.00064081,0.0000042105517,0.0000034281136,0.00001928129,0.000020799074,0.99483067,0.0042355563,0.00006739807,0.00014366506,0.000004394604],"about_ca_topic_score_codex":0.0058262707,"about_ca_topic_score_gemma":0.005987991,"teacher_disagreement_score":0.0058262707,"about_ca_system_score_codex":0.0003900169,"about_ca_system_score_gemma":0.0005804686,"threshold_uncertainty_score":0.011584699},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.060327724,0.003639846,0.92180824,0.00031269505,0.00019241303,0.000026540529,0.00022691542,0.0006157798,0.01284985],"genre_scores_gemma":[0.93334866,0.0027166135,0.047440704,0.000057344918,0.000104356455,0.00007800337,0.00022269165,0.00018370598,0.015847914],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998599,0.000023341216,0.0000069387997,0.00004986012,0.000042178428,0.00001768537],"domain_scores_gemma":[0.99980015,0.000105828876,0.000026401365,0.000019047007,0.000038303064,0.00001026974],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034375078,0.00078016816,0.0011187269,0.0004881153,0.00042408847,0.0015267994,0.0018060146,0.0017416832,0.002872371],"category_scores_gemma":[0.0009839316,0.0006644416,0.0006831624,0.001165471,0.0006614673,0.0016473054,0.0007482508,0.0014759437,0.000538732],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021401534,0.000015699938,0.00014977893,0.00003720173,0.000011391848,0.000021968373,0.000033827273,0.9716429,0.0012066007,0.0066474173,0.00042663084,0.01978516],"study_design_scores_gemma":[8.5034236e-7,0.0000033845083,0.000055130524,0.000002693398,0.0000032572468,0.0000040332334,0.000002509185,0.9979062,0.00016062552,0.0016032563,0.00025582843,0.0000022243785],"about_ca_topic_score_codex":0.0099661,"about_ca_topic_score_gemma":0.0072593787,"teacher_disagreement_score":0.0099661,"about_ca_system_score_codex":0.0007067258,"about_ca_system_score_gemma":0.00063126,"threshold_uncertainty_score":0.01981622},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9397616,0.0008540947,0.053254947,0.00010593343,0.00004760095,0.00011175343,0.0010259224,0.00022337612,0.0046147783],"genre_scores_gemma":[0.97125715,0.0006631661,0.024579968,0.000042393458,0.000009927657,0.000093809795,0.00039047218,0.000035068137,0.0029279871],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99941146,0.00003945146,0.0000502113,0.00007868145,0.00038971895,0.00003058824],"domain_scores_gemma":[0.9992324,0.0001444749,0.00013385034,0.00004519451,0.0004210523,0.000022987271],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004981983,0.0003493147,0.00018256076,0.0011726655,0.00029863787,0.0005020282,0.00030006573,0.00040898906,0.0008185789],"category_scores_gemma":[0.000592499,0.00021164872,0.00020600799,0.00093865016,0.0002645479,0.00039475507,0.00022598835,0.00036853398,0.00040562754],"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":[0.000033799573,0.000034207485,0.006178556,0.000097553406,0.000008592092,0.00008819639,0.0001656522,0.00056656695,0.97693264,0.00012739013,0.000087574,0.01567927],"study_design_scores_gemma":[0.0000042053975,0.00020570727,0.037957285,0.000018597657,0.0000229763,0.00017875651,0.00046549205,0.0063031814,0.95186746,0.00016628082,0.0027896038,0.000020521202],"about_ca_topic_score_codex":0.0010867525,"about_ca_topic_score_gemma":0.004322904,"teacher_disagreement_score":0.0011726655,"about_ca_system_score_codex":0.00021466227,"about_ca_system_score_gemma":0.00017285318,"threshold_uncertainty_score":0.0027384162},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9133588,0.00079684576,0.07929683,0.00007076032,0.000040796574,0.000027915114,0.00006159652,0.000050521718,0.0062958403],"genre_scores_gemma":[0.9934482,0.0007378874,0.003762874,0.000005334852,0.000038435923,0.00001021057,0.000033337008,0.000014639836,0.0019490189],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998584,0.00003807359,0.0000062422932,0.000025200026,0.000051244755,0.000020927606],"domain_scores_gemma":[0.99969614,0.00017585598,0.00004209228,0.000024725243,0.000043642962,0.000017653356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022302454,0.00039540837,0.00035945023,0.00038928547,0.00019008355,0.00045834586,0.00041221475,0.00036821244,0.00087192794],"category_scores_gemma":[0.0008259758,0.00016374738,0.00041807134,0.0003835632,0.0005720911,0.00050059945,0.0003802773,0.00034838068,0.00020101797],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037696495,0.00018676418,0.009237829,0.0006280029,0.00010515129,0.0030379302,0.0005382939,0.46061704,0.39863545,0.033653177,0.00045922323,0.09252414],"study_design_scores_gemma":[0.000011682905,0.00043361893,0.012265763,0.000024033294,0.000042851992,0.00041451407,0.00014465817,0.94932514,0.034292165,0.0019436167,0.0010730872,0.000028933066],"about_ca_topic_score_codex":0.0013720858,"about_ca_topic_score_gemma":0.00046127665,"teacher_disagreement_score":0.0013720858,"about_ca_system_score_codex":0.00010752127,"about_ca_system_score_gemma":0.000253083,"threshold_uncertainty_score":0.0029168725},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99916506,0.00019627823,0.00037724848,0.0000050082217,0.0000027994756,0.000004374669,0.000040056093,0.000006273845,0.00020282072],"genre_scores_gemma":[0.9985689,0.00021384054,0.00060045917,0.000008398593,0.0000016436583,0.0000055514115,0.000068702335,0.0000032856128,0.00052925484],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999212,0.0000068619597,0.0000044381613,0.000013753706,0.000036314825,0.000017410026],"domain_scores_gemma":[0.9998729,0.000025596311,0.00003607019,0.000005873815,0.000036377613,0.000023098466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009140853,0.0001882684,0.000118718446,0.00032783515,0.0001203719,0.00011755231,0.00009603178,0.00012972976,0.00058451283],"category_scores_gemma":[0.00016243194,0.00009182185,0.00015469315,0.0001787559,0.00013926561,0.00016390109,0.0000896313,0.00017860801,0.00006849749],"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":[0.00003950367,0.000010189656,0.0010798973,0.00003938792,0.000005151476,0.000054129217,0.000022966644,0.00019937113,0.99730515,0.000021693118,0.000008357326,0.001214219],"study_design_scores_gemma":[0.000005075989,0.00031143482,0.021445366,0.00000618672,0.000018826253,0.00006445357,0.00011179537,0.0029730431,0.9743671,0.000022180104,0.0006669437,0.0000075873018],"about_ca_topic_score_codex":0.0013994942,"about_ca_topic_score_gemma":0.0029601904,"teacher_disagreement_score":0.0013994942,"about_ca_system_score_codex":0.00013150419,"about_ca_system_score_gemma":0.00011701124,"threshold_uncertainty_score":0.002782762},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99725634,0.0014814772,0.00041525083,0.000022072838,0.000016940287,0.000009428959,0.00017231863,0.000014374347,0.00061192026],"genre_scores_gemma":[0.9964588,0.0010061351,0.0006910915,0.000019753197,0.000007797725,0.000014113421,0.00026788507,0.000012683805,0.0015217223],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998155,0.000020012636,0.000018952138,0.000028827926,0.00008343944,0.000033267715],"domain_scores_gemma":[0.9996964,0.00007539772,0.00008317774,0.00001141538,0.000085653664,0.00004797285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002652915,0.0003416787,0.00029983837,0.00051308866,0.00017104232,0.00026200616,0.00018764402,0.00032689265,0.0017274224],"category_scores_gemma":[0.00041054416,0.0001964698,0.0003320188,0.0004616261,0.000160499,0.00029431246,0.00017101379,0.00040396687,0.00021696111],"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":[0.00022631582,0.000033331482,0.0011170635,0.00022599899,0.000022356944,0.00007850252,0.00006692531,0.0004323515,0.9943621,0.000031334945,0.000039070856,0.0033645823],"study_design_scores_gemma":[0.000013912965,0.0014671552,0.02424523,0.000029376155,0.00008226812,0.00013109237,0.00018112533,0.0014380452,0.97037673,0.00003702048,0.0019763275,0.000021752801],"about_ca_topic_score_codex":0.0008908835,"about_ca_topic_score_gemma":0.0031122349,"teacher_disagreement_score":0.0017274224,"about_ca_system_score_codex":0.00013833598,"about_ca_system_score_gemma":0.00012870584,"threshold_uncertainty_score":0.005778849},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99510396,0.0011849679,0.0027149757,0.000057801386,0.000016615773,0.000018083618,0.0000843344,0.0000368285,0.0007824612],"genre_scores_gemma":[0.99891436,0.00038638656,0.0004337819,0.000012932538,0.0000024003964,0.0000047626404,0.000026990481,0.0000038769795,0.00021456117],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998147,0.000027807993,0.000015256745,0.000040540188,0.00006149535,0.000040187853],"domain_scores_gemma":[0.9997197,0.00008469165,0.00008927588,0.000018017006,0.00006015511,0.00002809678],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021069412,0.0003166835,0.00028478826,0.00030502016,0.00018097562,0.00032694687,0.00017132322,0.00026314522,0.00049687043],"category_scores_gemma":[0.00048279107,0.00017097985,0.00030444228,0.00017937808,0.0003293266,0.0006344353,0.00023639938,0.00028891533,0.000057658963],"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":[0.00014015441,0.00002093538,0.0015458106,0.00014932385,0.000018638151,0.00010940895,0.000038049606,0.0011993891,0.99391586,0.00017057612,0.00002613189,0.002665809],"study_design_scores_gemma":[0.000011477823,0.00029591675,0.015303772,0.000009555025,0.000037070484,0.00016979672,0.00009824681,0.0070646326,0.976168,0.00018426833,0.00063936,0.000017855784],"about_ca_topic_score_codex":0.0021315983,"about_ca_topic_score_gemma":0.002788262,"teacher_disagreement_score":0.0021315983,"about_ca_system_score_codex":0.00035177096,"about_ca_system_score_gemma":0.0001831087,"threshold_uncertainty_score":0.004238367},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99802125,0.00023235686,0.0010892263,0.0000090204585,0.000008684956,0.000011251093,0.00010926237,0.000028245053,0.0004906064],"genre_scores_gemma":[0.9988595,0.000059865324,0.0004583431,0.000005900471,0.0000027156186,0.0000057734915,0.00013864772,0.000006598856,0.00046256676],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971265,0.000023391745,0.000023483566,0.000055535285,0.00011923767,0.00006564013],"domain_scores_gemma":[0.9996854,0.0000519843,0.000079717356,0.000041750805,0.00008451157,0.000056666573],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028568678,0.0002447741,0.0001674398,0.0006069986,0.00026413306,0.00019183365,0.0001875671,0.00025296383,0.0011742858],"category_scores_gemma":[0.00038007434,0.00013272124,0.00033298053,0.00031980366,0.0002721188,0.000337829,0.00029584285,0.00029248252,0.00020644945],"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":[0.00017755125,0.000030489438,0.004130636,0.000036362406,0.000011134894,0.00018518133,0.00014523992,0.0011393756,0.98912317,0.000083122846,0.00005091321,0.0048868014],"study_design_scores_gemma":[0.000007898103,0.0013420585,0.05887279,0.000013098569,0.00002522577,0.0003081348,0.0002269529,0.003847997,0.93405676,0.000095235744,0.0011851144,0.000018635488],"about_ca_topic_score_codex":0.0011545313,"about_ca_topic_score_gemma":0.001379419,"teacher_disagreement_score":0.0011742858,"about_ca_system_score_codex":0.00016767033,"about_ca_system_score_gemma":0.000109111454,"threshold_uncertainty_score":0.0039283037},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99846566,0.00017959048,0.0005061311,0.000013239551,0.0000036643826,0.000017510172,0.000055585904,0.000008677428,0.0007499737],"genre_scores_gemma":[0.99796885,0.00018602026,0.00070535875,0.000008920086,0.0000016559269,0.00001823203,0.000055730074,0.0000055133746,0.0010497138],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966395,0.000042287673,0.000019052442,0.00006497601,0.00013900349,0.000070727],"domain_scores_gemma":[0.99954444,0.00014817201,0.000083539504,0.000042602464,0.00011718175,0.00006406876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033810464,0.0003234932,0.00047504352,0.00033280347,0.00054044236,0.0011959336,0.00029685037,0.00033050892,0.0015885616],"category_scores_gemma":[0.0007190096,0.0002006813,0.00030511146,0.00041443814,0.0006425762,0.0003850128,0.00045919145,0.00036852094,0.0001693833],"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":[0.0012551678,0.00018908597,0.043255404,0.00046990372,0.00005512117,0.0004373419,0.00075945916,0.008793035,0.92158616,0.00045597475,0.00013326958,0.022610076],"study_design_scores_gemma":[0.00007033979,0.003226546,0.425604,0.00012827986,0.00013262534,0.0003438701,0.004815662,0.009964679,0.5479203,0.00088693935,0.006833074,0.0000737362],"about_ca_topic_score_codex":0.010946302,"about_ca_topic_score_gemma":0.022456283,"teacher_disagreement_score":0.010946302,"about_ca_system_score_codex":0.00067895773,"about_ca_system_score_gemma":0.0005398772,"threshold_uncertainty_score":0.021765172},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19225359,0.0066396887,0.7601404,0.00092146295,0.0002992391,0.00022006067,0.00018903827,0.00028908448,0.03904736],"genre_scores_gemma":[0.96923536,0.0034984597,0.011239584,0.00012089412,0.000047421083,0.00013493713,0.00008289754,0.00003332528,0.015607147],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977976,0.000027455972,0.000016996697,0.000040962528,0.0000880286,0.00004674495],"domain_scores_gemma":[0.9998778,0.000029165776,0.000027929085,0.0000072728594,0.000046473004,0.000011408505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034378716,0.00043391393,0.0004920109,0.0010205563,0.00030528926,0.00077834696,0.0009308121,0.00071902195,0.0022243105],"category_scores_gemma":[0.00041091436,0.00032259518,0.00064429507,0.00045130763,0.0011066635,0.0011048191,0.0005990615,0.0005140121,0.00044582828],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014735486,0.00011862799,0.002577071,0.000737428,0.000039733048,0.00062062737,0.00045828646,0.60511076,0.1067082,0.24361305,0.0014560918,0.03841278],"study_design_scores_gemma":[0.000018595496,0.00008987656,0.0009456997,0.000035038862,0.000017082375,0.00012224085,0.00006400929,0.96918285,0.012785437,0.013976149,0.0027413915,0.000021702988],"about_ca_topic_score_codex":0.003291376,"about_ca_topic_score_gemma":0.0020876483,"teacher_disagreement_score":0.003291376,"about_ca_system_score_codex":0.0011352289,"about_ca_system_score_gemma":0.0005700728,"threshold_uncertainty_score":0.008236706},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.62274635,0.000120100114,0.35066932,0.00012536992,0.00006611056,0.00016541239,0.0013004297,0.0026269767,0.022179887],"genre_scores_gemma":[0.92712915,0.00003831208,0.06987584,0.000029666187,0.0000029380394,0.000071577,0.00060478086,0.000266222,0.0019815206],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99747604,0.0004773113,0.00011581995,0.0004933686,0.0012758544,0.00016160795],"domain_scores_gemma":[0.995786,0.0010624004,0.0004951252,0.0010526229,0.0015559325,0.0000479893],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022876225,0.00074276445,0.00046840127,0.0011289663,0.0004011369,0.0007728906,0.000795349,0.00071506784,0.0037843664],"category_scores_gemma":[0.010638217,0.00042629056,0.00070251274,0.0006183326,0.00045743104,0.0009002468,0.0006094667,0.00063795806,0.0010437946],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037001225,0.00013481785,0.034281068,0.00012325357,0.0000330374,0.0002123344,0.00032115183,0.79309773,0.040909626,0.0043790657,0.0024352015,0.12370277],"study_design_scores_gemma":[0.00004394456,0.00036507504,0.016665846,0.00007614861,0.000020496507,0.00018302047,0.00023572704,0.89792806,0.07573911,0.002955641,0.0056843413,0.00010261144],"about_ca_topic_score_codex":0.006183878,"about_ca_topic_score_gemma":0.00651046,"teacher_disagreement_score":0.006183878,"about_ca_system_score_codex":0.0013045234,"about_ca_system_score_gemma":0.0008058559,"threshold_uncertainty_score":0.012659967},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30026293,0.00073464605,0.6809555,0.0004934429,0.00008966164,0.00013695583,0.00073975115,0.0005239219,0.016063195],"genre_scores_gemma":[0.8662209,0.0005712596,0.1268325,0.00011280809,0.000026417332,0.00017601471,0.0004328079,0.00017077381,0.005456448],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998294,0.000042522614,0.000009052983,0.000023815042,0.000071775976,0.000023453787],"domain_scores_gemma":[0.9995958,0.00023926969,0.00004956216,0.00004698859,0.000041218933,0.000027116],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035356902,0.00062313466,0.0007485539,0.00057025155,0.00035235108,0.0009981623,0.00096892775,0.0019635612,0.0014314014],"category_scores_gemma":[0.0010445024,0.0005646492,0.00066090334,0.0004919959,0.00061781274,0.0009096494,0.00063778117,0.00076531636,0.0003517924],"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":[0.000017068685,0.000022942659,0.0005353143,0.000039669878,0.000011138597,0.000065180655,0.000044475593,0.98806494,0.006700629,0.0026426318,0.00008451897,0.0017715853],"study_design_scores_gemma":[0.0000026240907,0.0000055263276,0.00011210758,0.0000037713608,0.0000016263542,0.000015034958,0.0000081540275,0.99836165,0.00057248276,0.000522479,0.00039065166,0.000003875493],"about_ca_topic_score_codex":0.005666315,"about_ca_topic_score_gemma":0.0060918024,"teacher_disagreement_score":0.005666315,"about_ca_system_score_codex":0.00058908784,"about_ca_system_score_gemma":0.0007131861,"threshold_uncertainty_score":0.011266649},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48472926,0.00051722274,0.5016608,0.0002895665,0.0000629953,0.000042949476,0.00016853499,0.00017762177,0.012351064],"genre_scores_gemma":[0.9943364,0.00012407552,0.003762243,0.00001129788,0.000016707474,0.000018172079,0.000040586016,0.00001706526,0.001673523],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985516,0.000040883187,0.000007106764,0.00002567492,0.00004578263,0.00002534233],"domain_scores_gemma":[0.9994937,0.0002346326,0.000104393584,0.000031814267,0.000113011556,0.00002245981],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028714054,0.00044331927,0.0006153426,0.0006435071,0.00033145174,0.0005692285,0.0007664235,0.00059544446,0.0012207237],"category_scores_gemma":[0.0011554484,0.0004285776,0.00065815373,0.0004303917,0.00066747,0.0004942938,0.0006033369,0.00038976152,0.00013352488],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017732384,0.000010199908,0.00063028187,0.000023210578,0.00001767857,0.00006922001,0.000015954494,0.98915863,0.0012211599,0.0066896155,0.00008205676,0.002064314],"study_design_scores_gemma":[7.597335e-7,0.0000034014847,0.000117063966,7.89796e-7,0.0000018738424,0.00000387339,0.0000023139173,0.99946004,0.000038129554,0.00035014097,0.00002037109,0.0000012745816],"about_ca_topic_score_codex":0.00762612,"about_ca_topic_score_gemma":0.005336939,"teacher_disagreement_score":0.00762612,"about_ca_system_score_codex":0.00061435776,"about_ca_system_score_gemma":0.0006026912,"threshold_uncertainty_score":0.015163481},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9810585,0.0030064061,0.012322361,0.00009506422,0.00009695102,0.000043013057,0.00006558558,0.00017288269,0.0031392907],"genre_scores_gemma":[0.99358255,0.0008706252,0.0031094358,0.000019450532,0.000010221167,0.000009912649,0.000027720758,0.000013401176,0.0023567094],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99994016,0.000009936028,0.000003928657,0.000012074737,0.000019606787,0.000014352911],"domain_scores_gemma":[0.9999224,0.000012947083,0.000026252334,0.0000058400888,0.000018077084,0.000014483571],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010073599,0.00020587821,0.00013263559,0.00038155445,0.00019550926,0.00026920927,0.00019959339,0.00016514369,0.0015386569],"category_scores_gemma":[0.00014870429,0.0000986796,0.00016145587,0.00018870083,0.00013167383,0.00018230906,0.00015845073,0.0002526924,0.00024164576],"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":[0.00057274825,0.00021492247,0.0010874145,0.00018681267,0.000020783507,0.00011457898,0.000052481297,0.002288936,0.9540623,0.00034050783,0.0004243757,0.04063407],"study_design_scores_gemma":[0.000063532265,0.0012923918,0.0069806366,0.000039546998,0.000095681964,0.0002640287,0.000114026145,0.009862261,0.97382575,0.00014841025,0.00729482,0.000018981136],"about_ca_topic_score_codex":0.0018489955,"about_ca_topic_score_gemma":0.0040679597,"teacher_disagreement_score":0.0018489955,"about_ca_system_score_codex":0.00017603405,"about_ca_system_score_gemma":0.00033793933,"threshold_uncertainty_score":0.005147338},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99940574,0.00009537958,0.0003208625,0.0000024709564,0.000002218382,0.000002938618,0.000013446566,0.000013939159,0.00014301877],"genre_scores_gemma":[0.99954706,0.000047742793,0.00021695209,0.0000027507795,6.7033864e-7,0.0000010429029,0.000020952939,0.0000033885156,0.00015929816],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997665,0.00004284264,0.000021906602,0.000030762545,0.00009657787,0.00004142579],"domain_scores_gemma":[0.99928457,0.00015441069,0.0002368194,0.000118848024,0.000112232185,0.00009311459],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024372501,0.00038139676,0.00026150676,0.00025483142,0.00016478333,0.00022768503,0.00026452923,0.00027466827,0.0010531282],"category_scores_gemma":[0.0006802668,0.00019639095,0.00026355122,0.000115892806,0.00034711507,0.00024516883,0.00031768926,0.00019705702,0.00021229424],"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":[0.00046944487,0.00006271756,0.013480076,0.0001066937,0.00003948006,0.0003553417,0.00009806033,0.0039505335,0.97675437,0.000027767255,0.000023167222,0.0046323775],"study_design_scores_gemma":[0.0000120901705,0.0020122468,0.09546505,0.00001691885,0.00005553163,0.00028973768,0.00020175012,0.0051765395,0.89615446,0.00002516069,0.00057547085,0.000015049431],"about_ca_topic_score_codex":0.0012045503,"about_ca_topic_score_gemma":0.0043540807,"teacher_disagreement_score":0.0012045503,"about_ca_system_score_codex":0.00017886127,"about_ca_system_score_gemma":0.00013775955,"threshold_uncertainty_score":0.0035230517},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09019376,0.0011090663,0.8877902,0.0003532592,0.000108760294,0.00015369552,0.00019587125,0.00031569914,0.019779675],"genre_scores_gemma":[0.9282573,0.0011827091,0.05509882,0.0000882142,0.000052393287,0.00019691049,0.00012841297,0.00006592914,0.014929439],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982625,0.00003523772,0.000008672729,0.000032042357,0.00006533823,0.00003242875],"domain_scores_gemma":[0.99976975,0.00006686452,0.000030909567,0.000011750312,0.00010873425,0.000012061265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003636724,0.00063742296,0.0005812094,0.0007077766,0.00040652422,0.0006340173,0.00081553776,0.0014604909,0.0024092717],"category_scores_gemma":[0.00092634995,0.0003500159,0.00063760555,0.0004966221,0.0006153868,0.0006057722,0.00055877044,0.00054013333,0.00042739284],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024023297,0.000048539365,0.0011015957,0.00017046355,0.000013261018,0.00040779123,0.00012246314,0.95634085,0.011987258,0.013754506,0.00087747496,0.015151723],"study_design_scores_gemma":[0.0000039501324,0.000011666835,0.00010446694,0.000008325603,0.0000029687662,0.000029889547,0.000029317636,0.9979722,0.00051364827,0.0007461005,0.00057321694,0.000004148729],"about_ca_topic_score_codex":0.010276528,"about_ca_topic_score_gemma":0.008740524,"teacher_disagreement_score":0.010276528,"about_ca_system_score_codex":0.0006377067,"about_ca_system_score_gemma":0.0012774817,"threshold_uncertainty_score":0.020433426},"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":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012952896,0.025084909,0.8397545,0.003590097,0.0033008044,0.00023679958,0.0026428204,0.0042837476,0.10815338],"genre_scores_gemma":[0.086611934,0.023572411,0.66834766,0.00084089185,0.0004994162,0.00083144364,0.0020838252,0.001951912,0.21526049],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996381,0.000081319995,0.000026965512,0.000053090367,0.00017951644,0.00002115389],"domain_scores_gemma":[0.99974185,0.000074449395,0.000022484159,0.000060666604,0.00008642872,0.000014060315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008183846,0.0009027098,0.00066691614,0.00082246825,0.0006781992,0.0021228904,0.0011141086,0.0018875252,0.022107352],"category_scores_gemma":[0.00084590854,0.0008066618,0.00067230157,0.0005530137,0.0008829117,0.0025296237,0.0009222114,0.001895809,0.016049383],"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":[0.00016550194,0.00006593203,0.00021004613,0.0009013374,0.000025823834,0.00033783715,0.0005148413,0.0062000114,0.05678235,0.65756595,0.04170841,0.23552197],"study_design_scores_gemma":[0.00007083282,0.00006405673,0.00033210093,0.00016651883,0.00001710516,0.0006442742,0.00016092652,0.02154309,0.07111542,0.090223856,0.81559205,0.00006974943],"about_ca_topic_score_codex":0.0010258352,"about_ca_topic_score_gemma":0.0013242856,"teacher_disagreement_score":0.022107352,"about_ca_system_score_codex":0.00072038895,"about_ca_system_score_gemma":0.00071874174,"threshold_uncertainty_score":0.07395649},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9998247,0.000007057312,0.00006782626,0.0000016279301,0.000001151902,5.189163e-7,0.000014339557,0.0000025754118,0.00008023586],"genre_scores_gemma":[0.9998374,0.0000052076543,0.000017939876,7.4635733e-7,2.03849e-7,3.505042e-7,0.000012113102,9.892834e-7,0.00012508924],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999057,0.00001073978,0.000006254835,0.00001631571,0.000020735077,0.00004027777],"domain_scores_gemma":[0.9993316,0.00031681728,0.00009878791,0.000038128546,0.000094473144,0.000120274824],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015722144,0.0002146938,0.00018364863,0.00023230888,0.00023513603,0.00023579632,0.00019166691,0.0002495414,0.0024041461],"category_scores_gemma":[0.000656665,0.00011830979,0.00014541167,0.000109112174,0.00028348548,0.00019060278,0.00029062625,0.00015920901,0.00028807943],"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":[0.005117915,0.00016795623,0.026275238,0.00015172944,0.000034211105,0.00051116524,0.00049119006,0.02564947,0.93134874,0.00013135321,0.00009196294,0.0100290105],"study_design_scores_gemma":[0.00005829163,0.003888029,0.2647241,0.000035852034,0.00012059568,0.00022486407,0.0020709848,0.050545555,0.6775563,0.00017746665,0.000535865,0.00006208266],"about_ca_topic_score_codex":0.001820618,"about_ca_topic_score_gemma":0.0032128186,"teacher_disagreement_score":0.0024041461,"about_ca_system_score_codex":0.00015745909,"about_ca_system_score_gemma":0.00018820273,"threshold_uncertainty_score":0.008042693},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93330294,0.00030421847,0.0613665,0.0003563624,0.000025240892,0.000021576423,0.000104199695,0.00014431996,0.004374667],"genre_scores_gemma":[0.9966761,0.000056720954,0.002984,0.000009826879,0.000005996714,0.000009400692,0.00001765451,0.000022113136,0.00021829442],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99884856,0.00057705,0.00006356299,0.00010057344,0.0002616627,0.00014847751],"domain_scores_gemma":[0.97680545,0.020842485,0.00096036127,0.0004739936,0.00078205514,0.00013569748],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0026115978,0.0008218466,0.00066829904,0.0011298303,0.0009451534,0.00119363,0.00078303425,0.0015196153,0.0007924696],"category_scores_gemma":[0.01620098,0.0008195153,0.0009983795,0.0008421555,0.0019274675,0.001138648,0.00099316,0.0010708725,0.0000605221],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039016035,0.00001852674,0.00070623757,0.000016607484,0.000012158049,0.000044230357,0.00003095448,0.9958118,0.0009131948,0.0011698517,0.000025164281,0.0012122222],"study_design_scores_gemma":[0.00000578292,0.000024680605,0.0006450253,0.0000056868125,0.000014245295,0.00000996352,0.000026896709,0.99710745,0.0014114362,0.0007047862,0.00003292981,0.000011104641],"about_ca_topic_score_codex":0.012569363,"about_ca_topic_score_gemma":0.01061039,"teacher_disagreement_score":0.012569363,"about_ca_system_score_codex":0.0012082366,"about_ca_system_score_gemma":0.00095723185,"threshold_uncertainty_score":0.024992406},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96381545,0.0025798678,0.02586294,0.0004492177,0.00011447358,0.00010076106,0.00016199035,0.0004546916,0.0064606867],"genre_scores_gemma":[0.97882426,0.0011375763,0.012826994,0.000101818485,0.000015370579,0.000047557354,0.00014261267,0.000019235367,0.006884517],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990904,0.000009541465,0.000006698818,0.000024461839,0.000031773838,0.000018401866],"domain_scores_gemma":[0.99990416,0.0000069458006,0.000024410405,0.0000049547693,0.000045030105,0.000014408279],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016820694,0.00022226435,0.0002450959,0.0002996212,0.00028042612,0.00042291082,0.00046728173,0.00030966933,0.0023883178],"category_scores_gemma":[0.00013983261,0.000075086,0.0002839873,0.00018790651,0.00014793224,0.00030827458,0.00026108054,0.0002978741,0.00032618133],"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":[0.00028703775,0.00020674555,0.0013428598,0.0002905016,0.000017828113,0.00012395432,0.000029564602,0.0022355102,0.9592079,0.0009539603,0.0006222825,0.034681883],"study_design_scores_gemma":[0.00014905503,0.0018957045,0.0059855846,0.000036817186,0.00008706931,0.00021237625,0.00010904692,0.02291374,0.9521645,0.0002262735,0.016195748,0.000024201898],"about_ca_topic_score_codex":0.0034382788,"about_ca_topic_score_gemma":0.0071041165,"teacher_disagreement_score":0.0034382788,"about_ca_system_score_codex":0.00032340872,"about_ca_system_score_gemma":0.00089981494,"threshold_uncertainty_score":0.007989764},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979011,0.000017571716,0.0004765468,0.000009270035,0.0000029095554,0.0000024132519,0.00009095172,0.000015526222,0.0014837665],"genre_scores_gemma":[0.99969184,0.000005109435,0.00004029497,0.0000011440607,3.450801e-7,7.102118e-7,0.000026678495,0.0000015022684,0.00023244257],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983275,0.000018233464,0.000006773052,0.000032027838,0.000036622525,0.00007360079],"domain_scores_gemma":[0.99961674,0.000111002584,0.000054528562,0.000054703,0.00010442914,0.000058615766],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022751297,0.0002271343,0.0002959303,0.00055233255,0.00033785927,0.00051061675,0.00044741566,0.00038870238,0.0026139887],"category_scores_gemma":[0.0007362612,0.00014643786,0.00022003938,0.00045711108,0.0005004396,0.00052087684,0.0004555536,0.00021023037,0.00023452056],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0026185436,0.00044295128,0.06482787,0.00020700232,0.00008683585,0.0018092917,0.00083788467,0.6557028,0.21956638,0.0028286078,0.000922206,0.050149634],"study_design_scores_gemma":[0.000032582437,0.00053093885,0.21262011,0.00004652713,0.000097419776,0.00027479665,0.0017438967,0.71152824,0.07059354,0.0013849979,0.0010705742,0.00007629637],"about_ca_topic_score_codex":0.0055453056,"about_ca_topic_score_gemma":0.006889204,"teacher_disagreement_score":0.0055453056,"about_ca_system_score_codex":0.00042087503,"about_ca_system_score_gemma":0.000370757,"threshold_uncertainty_score":0.011026084},"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":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0012614958,0.99638355,0.00040767374,0.00010619421,0.0002232871,0.000012171099,0.000112129426,0.000013829462,0.0014798177],"genre_scores_gemma":[0.0038879344,0.99419147,0.00048019222,0.00010021188,0.00013651278,0.000012123793,0.00013197589,0.000005222689,0.0010542943],"study_design_codex":"design_other","study_design_gemma":"systematic_review","domain_scores_codex":[0.9996731,0.000045230572,0.00007290504,0.000066074725,0.000120105215,0.000022512759],"domain_scores_gemma":[0.99944824,0.00022152165,0.00010692286,0.00001707693,0.00018507168,0.000021262356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049085903,0.0007507939,0.0011370563,0.0027030434,0.0002748118,0.00068338355,0.00057100516,0.0005153656,0.0031487918],"category_scores_gemma":[0.0007525632,0.00029548767,0.0007252787,0.0027771364,0.00023198748,0.0010010117,0.0003471826,0.0004488191,0.000889476],"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":[0.00022600373,0.00014428473,0.000759924,0.11877093,0.00030231563,0.00035373296,0.00024335037,0.0010587329,0.022560798,0.0022271702,0.023603484,0.8297492],"study_design_scores_gemma":[0.000011855722,0.00042537844,0.005221587,0.009323358,0.0006527388,0.0012201117,0.00016514497,0.00021687847,0.009332908,0.00081425114,0.9725629,0.00005282933],"about_ca_topic_score_codex":0.0015729136,"about_ca_topic_score_gemma":0.002105465,"teacher_disagreement_score":0.0031487918,"about_ca_system_score_codex":0.0003363401,"about_ca_system_score_gemma":0.0009852218,"threshold_uncertainty_score":0.01053375},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9297741,0.00048349265,0.04755637,0.00016733647,0.000042797157,0.0002235836,0.00029702697,0.00028224665,0.021173043],"genre_scores_gemma":[0.9830567,0.00011472912,0.015863262,0.000010971353,0.000003108387,0.00007295443,0.00014920536,0.000046623252,0.00068243407],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9915622,0.002863796,0.00038674334,0.00041652424,0.0042159026,0.0005547572],"domain_scores_gemma":[0.9799391,0.008970737,0.0019664962,0.0024911552,0.0063280445,0.0003044124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0069461926,0.00072714523,0.0005709104,0.003290012,0.0007126011,0.0012621894,0.0008677164,0.00082059886,0.0019935009],"category_scores_gemma":[0.022961238,0.00034697528,0.0006468108,0.001513635,0.00082784327,0.00059989054,0.0008731343,0.00041541574,0.00032719196],"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":[0.000931684,0.00035800334,0.040171836,0.00085805915,0.00011292374,0.00052760897,0.0007396869,0.7540401,0.028450403,0.011198231,0.002767644,0.15984389],"study_design_scores_gemma":[0.000108725355,0.0021319084,0.06302678,0.00036768866,0.00019133282,0.0006533383,0.0026905385,0.8559922,0.05324698,0.0049671493,0.016437626,0.00018574826],"about_ca_topic_score_codex":0.0071879155,"about_ca_topic_score_gemma":0.01350187,"teacher_disagreement_score":0.0071879155,"about_ca_system_score_codex":0.0028287289,"about_ca_system_score_gemma":0.0018920726,"threshold_uncertainty_score":0.036735415},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9876673,0.00014150282,0.009705335,0.000013957319,0.000013890076,0.000026501295,0.00028182904,0.00011185215,0.0020377971],"genre_scores_gemma":[0.9946773,0.00015403981,0.0035068912,0.000014735963,0.0000052345436,0.000019809295,0.00021555173,0.000018618874,0.0013879617],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995449,0.000040137144,0.000018264445,0.00006792384,0.0002650694,0.00006360216],"domain_scores_gemma":[0.99964726,0.000075412354,0.00006558653,0.000045556844,0.00012773213,0.00003849325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023903073,0.0003581412,0.00027813384,0.00049442315,0.0002773757,0.00032661413,0.000539366,0.0003445438,0.0013884465],"category_scores_gemma":[0.0004313035,0.00025196056,0.0001888619,0.00074100087,0.00045603173,0.00050684094,0.00049835915,0.0005057021,0.0003984981],"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":[0.00019044666,0.00004747537,0.0038048143,0.000051789135,0.000006414219,0.0001349466,0.00017004792,0.0004195174,0.9874489,0.00010609954,0.00008017694,0.00753948],"study_design_scores_gemma":[0.000012850841,0.0006168133,0.049441468,0.000011539068,0.000021924488,0.00024661995,0.00025904746,0.0024058293,0.945625,0.000086766064,0.0012487147,0.00002348922],"about_ca_topic_score_codex":0.0010560186,"about_ca_topic_score_gemma":0.0011169299,"teacher_disagreement_score":0.0013884465,"about_ca_system_score_codex":0.00016180263,"about_ca_system_score_gemma":0.00019558833,"threshold_uncertainty_score":0.0046448708},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97251105,0.00010821696,0.022236086,0.00005902043,0.000010940027,0.00002594677,0.00014119026,0.000096389056,0.0048112078],"genre_scores_gemma":[0.99436116,0.00004764403,0.0049294177,0.0000056889435,0.0000012059211,0.000013966395,0.000043791144,0.000006565117,0.00059057353],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998852,0.000024782428,0.000007327544,0.000019812956,0.00003476659,0.000028146786],"domain_scores_gemma":[0.99960154,0.00021921763,0.00006341539,0.000034046105,0.000056054534,0.00002586292],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027755872,0.00037998162,0.00044085327,0.0005019153,0.00031398382,0.0005337646,0.00058479706,0.0009304553,0.0011093277],"category_scores_gemma":[0.00074901205,0.00024160337,0.00040491493,0.000345203,0.0006644103,0.000310604,0.00033400432,0.00027836754,0.00013679077],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053323252,0.000049772323,0.0029644563,0.000044212724,0.000011566325,0.00010777563,0.00006269929,0.9841632,0.0094599575,0.0004861163,0.00006559666,0.0025313718],"study_design_scores_gemma":[0.0000031245545,0.000027933356,0.000610409,0.0000032460403,0.0000032643313,0.000009805174,0.000020759298,0.9979938,0.0011981738,0.000055922497,0.00006992519,0.0000036417632],"about_ca_topic_score_codex":0.009466583,"about_ca_topic_score_gemma":0.008007027,"teacher_disagreement_score":0.009466583,"about_ca_system_score_codex":0.0004939613,"about_ca_system_score_gemma":0.00047785565,"threshold_uncertainty_score":0.018822968},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99718165,0.00028503774,0.0014747981,0.000034162425,0.000025403946,0.0001334109,0.00028261356,0.000047839585,0.0005350687],"genre_scores_gemma":[0.98792225,0.000849518,0.008366785,0.00004255967,0.00002409518,0.00018059413,0.00047157358,0.000032194213,0.0021102952],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997255,0.00004630243,0.000036664165,0.00006279732,0.000072684335,0.000055942175],"domain_scores_gemma":[0.9997212,0.000055008026,0.00007714908,0.000034264882,0.000062039406,0.00005033154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041327788,0.0005546879,0.0005356506,0.00030770552,0.00030711523,0.0003902964,0.0003565292,0.0003929171,0.00086552725],"category_scores_gemma":[0.0003069206,0.00018750595,0.00047114026,0.0002531559,0.00024024329,0.00024558904,0.0003952071,0.00062771013,0.00024352384],"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":[0.00008867555,0.0002067295,0.00013614143,0.0000784659,0.0000082959405,0.000044560427,0.000033657285,0.00016133046,0.99810886,0.000018411143,0.000022759566,0.0010920962],"study_design_scores_gemma":[0.000022488879,0.0034149208,0.0019368969,0.000010973822,0.00003648405,0.000039195907,0.000064972155,0.0006198401,0.9928884,0.000021847998,0.0009329897,0.0000109640305],"about_ca_topic_score_codex":0.001297437,"about_ca_topic_score_gemma":0.0022983176,"teacher_disagreement_score":0.001297437,"about_ca_system_score_codex":0.00017924455,"about_ca_system_score_gemma":0.00025068867,"threshold_uncertainty_score":0.0028954744},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990533,0.0002687191,0.00035645257,0.000007101999,0.0000043595787,0.0000052047167,0.00003833999,0.0000054705256,0.00026088156],"genre_scores_gemma":[0.999027,0.00022161695,0.00046315842,0.000011796603,0.0000020155755,0.0000047304748,0.00004674817,0.000004083891,0.0002187386],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969673,0.00005134981,0.000028757615,0.00006638223,0.00011082317,0.000046067576],"domain_scores_gemma":[0.9994355,0.00019214163,0.00017669545,0.000032232507,0.000089032364,0.000074404576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028202575,0.00032621488,0.00021868844,0.00027474685,0.000112679765,0.0003070412,0.00016879257,0.00021422737,0.000760309],"category_scores_gemma":[0.00065593136,0.00012748914,0.00018760718,0.0002450464,0.00024258182,0.00032003882,0.00025387885,0.00021597701,0.00012725983],"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":[0.00035606735,0.00006316756,0.0065008155,0.00012358741,0.00002298114,0.00005903754,0.00003112027,0.0009207226,0.9838508,0.000030790106,0.00001944669,0.008021439],"study_design_scores_gemma":[0.000008142243,0.0011762906,0.034515508,0.000010378812,0.000046626836,0.00009360718,0.00009695049,0.0017700844,0.9615843,0.000041758616,0.0006417941,0.000014447489],"about_ca_topic_score_codex":0.0006005012,"about_ca_topic_score_gemma":0.0015259954,"teacher_disagreement_score":0.000760309,"about_ca_system_score_codex":0.00018776394,"about_ca_system_score_gemma":0.00020419183,"threshold_uncertainty_score":0.002543509},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993605,0.000089953704,0.0002997408,0.000005109071,0.00000620067,0.000003485493,0.00004632156,0.000009776314,0.00017893934],"genre_scores_gemma":[0.99915946,0.00008987688,0.0003015399,0.0000063100283,0.0000014941435,0.0000033304798,0.000044589768,0.0000035936112,0.00038970876],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998616,0.000008489125,0.000008377543,0.000025701178,0.00006346506,0.000032446445],"domain_scores_gemma":[0.9997495,0.00004404402,0.0000572217,0.00002079413,0.000079459074,0.00004894697],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017263491,0.0003324426,0.00022117354,0.00028886908,0.0002196049,0.00022121404,0.00022848728,0.00031516785,0.0011063135],"category_scores_gemma":[0.00036835112,0.00014945627,0.00019436433,0.00018218464,0.0002787035,0.00025735586,0.00023464915,0.00028102807,0.0001561261],"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":[0.00031111884,0.000048152324,0.003215451,0.00005267398,0.000014120944,0.0001887132,0.00015358554,0.0035046733,0.9868832,0.00006728097,0.00005712403,0.0055037905],"study_design_scores_gemma":[0.000011322125,0.0009854228,0.023597866,0.000017418146,0.000035412242,0.00009905994,0.0003318575,0.010247352,0.9637769,0.000052834028,0.00082299823,0.000021484266],"about_ca_topic_score_codex":0.0014433855,"about_ca_topic_score_gemma":0.0035070793,"teacher_disagreement_score":0.0014433855,"about_ca_system_score_codex":0.00018667217,"about_ca_system_score_gemma":0.00012698708,"threshold_uncertainty_score":0.0037010312},"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":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.027367545,0.0021274926,0.47183186,0.0013476115,0.001705423,0.002859292,0.03129203,0.028097862,0.43337095],"genre_scores_gemma":[0.20558248,0.0032618835,0.26817417,0.0027154759,0.0004938304,0.006221221,0.062009327,0.010305471,0.4412361],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99654764,0.00036986597,0.000348099,0.0002416278,0.0021869114,0.00030590734],"domain_scores_gemma":[0.99697065,0.00047573482,0.0002489223,0.0004468346,0.001754474,0.00010343664],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002039905,0.0016940548,0.00056495785,0.0021846592,0.0008056823,0.001706408,0.0022169075,0.0022577238,0.030476948],"category_scores_gemma":[0.0033111887,0.00073932245,0.00057059026,0.0009240779,0.0005085565,0.001504968,0.0013963173,0.0015267027,0.026833322],"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":[0.0005347285,0.00054598274,0.0026191766,0.0024194056,0.000040110393,0.0013856746,0.0008356738,0.029110786,0.124368496,0.14266828,0.41234806,0.2831236],"study_design_scores_gemma":[0.000033382355,0.00013307125,0.0007595738,0.0003865543,0.00001986311,0.0005633042,0.000107459484,0.008659719,0.026633447,0.0056348713,0.9570288,0.00003989858],"about_ca_topic_score_codex":0.0029864104,"about_ca_topic_score_gemma":0.0058206576,"teacher_disagreement_score":0.030476948,"about_ca_system_score_codex":0.0008576624,"about_ca_system_score_gemma":0.0015846435,"threshold_uncertainty_score":0.10195559},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06756652,0.00033201824,0.86062676,0.00025776346,0.00020769138,0.00042880248,0.0020380397,0.0063765533,0.06216592],"genre_scores_gemma":[0.5963287,0.0003362219,0.37556785,0.00025764352,0.000030062934,0.0007490554,0.0033033695,0.001109436,0.022317672],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99215287,0.0009691408,0.00036261507,0.00067028677,0.0055984613,0.0002465572],"domain_scores_gemma":[0.9902147,0.0015272674,0.00073899975,0.0014941972,0.0059314617,0.00009340349],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0049869074,0.00090885634,0.00039672607,0.0032583538,0.0008314589,0.0011623175,0.0015096902,0.00085157127,0.008804461],"category_scores_gemma":[0.020270593,0.0004844677,0.0006493875,0.0013156759,0.0006871661,0.0013296417,0.001039874,0.0009982155,0.0048577813],"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":[0.00053293275,0.00022985486,0.050024103,0.00046667285,0.000053440992,0.00022257974,0.0011251466,0.14029022,0.09772246,0.031647507,0.02908667,0.6485984],"study_design_scores_gemma":[0.00016448881,0.0009847934,0.07835001,0.0004973379,0.00007678596,0.00090786564,0.00068967126,0.39617735,0.2693343,0.017647661,0.23463525,0.00053447275],"about_ca_topic_score_codex":0.013073972,"about_ca_topic_score_gemma":0.020130297,"teacher_disagreement_score":0.013073972,"about_ca_system_score_codex":0.003140351,"about_ca_system_score_gemma":0.0019179417,"threshold_uncertainty_score":0.029453874},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933971,0.0005032824,0.004320456,0.000028951075,0.00002155727,0.00003473589,0.00019577726,0.000067238645,0.0014309424],"genre_scores_gemma":[0.99362516,0.00029219163,0.0046041887,0.000021414957,0.000010791248,0.00003252028,0.00021412333,0.000019196976,0.0011804637],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986051,0.00018318418,0.0001799281,0.0002273628,0.00063201826,0.00017255859],"domain_scores_gemma":[0.9974663,0.00068073365,0.00059367734,0.00022161771,0.0008035518,0.00023407247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008659925,0.0006499432,0.0002745664,0.0009010195,0.00046114562,0.00037729228,0.00034890117,0.00049916806,0.0016623971],"category_scores_gemma":[0.0012198956,0.00036152956,0.00033259505,0.0014094944,0.00046859958,0.0005156988,0.00051710237,0.0005159614,0.00042630214],"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":[0.00033878992,0.00013179873,0.0026516968,0.00007899215,0.00002112854,0.00013313009,0.00026906026,0.00076139026,0.9903397,0.000058267822,0.0000613094,0.005154761],"study_design_scores_gemma":[0.000012417435,0.0028285463,0.042939465,0.000020271882,0.000055239227,0.0002636304,0.0007380763,0.0045522093,0.94686645,0.000045015986,0.0016488179,0.000029930685],"about_ca_topic_score_codex":0.0021045443,"about_ca_topic_score_gemma":0.0055596707,"teacher_disagreement_score":0.0021045443,"about_ca_system_score_codex":0.00024858702,"about_ca_system_score_gemma":0.00028722518,"threshold_uncertainty_score":0.005561292},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959239,0.00021588014,0.0035108137,0.000007719699,0.000004283184,0.0000073736105,0.00003216284,0.000027011909,0.00027092],"genre_scores_gemma":[0.99689615,0.0001019524,0.0024610606,0.0000062404943,9.769814e-7,0.0000053745043,0.000036366084,0.0000049112145,0.00048695604],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997905,0.000018847268,0.00001018203,0.00003925629,0.00011226299,0.000028964023],"domain_scores_gemma":[0.99939895,0.0001344225,0.00016588566,0.00006290051,0.00020088865,0.000037062808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003443632,0.00030426963,0.0002779223,0.00033938978,0.00017248305,0.00018321331,0.00033594563,0.00038794274,0.0006832002],"category_scores_gemma":[0.00047017407,0.00023925488,0.00025941015,0.00019293776,0.00029259155,0.00031529466,0.0001604878,0.00022099666,0.00015432555],"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":[0.00007665789,0.00003812157,0.0071122395,0.00008350525,0.000016562373,0.00018415964,0.00009485514,0.0050225356,0.9817541,0.000091307375,0.00002290528,0.005502917],"study_design_scores_gemma":[0.000010259299,0.0010205124,0.065381594,0.000025548563,0.00007070342,0.0004268401,0.00034632112,0.04074484,0.89066434,0.000092419075,0.0011913073,0.000025341838],"about_ca_topic_score_codex":0.0010885264,"about_ca_topic_score_gemma":0.0036283247,"teacher_disagreement_score":0.0010885264,"about_ca_system_score_codex":0.00020707241,"about_ca_system_score_gemma":0.00021186132,"threshold_uncertainty_score":0.0022854805},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.993138,0.00007241629,0.004829484,0.000050388462,0.000007005442,0.000068151276,0.000035897032,0.000030884796,0.0017676498],"genre_scores_gemma":[0.9940638,0.000064666565,0.004681008,0.0000068882086,0.0000027552637,0.000014302799,0.000020005202,0.000008575,0.001138072],"study_design_codex":"simulation_or_modeling","study_design_gemma":"case_report","domain_scores_codex":[0.99945503,0.00013625395,0.000023491624,0.00005807782,0.00016573684,0.00016137361],"domain_scores_gemma":[0.99943024,0.00019939146,0.00007903127,0.00011465572,0.000058261776,0.00011845909],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006770861,0.00048490963,0.00037685139,0.0006900826,0.0017825474,0.0009154341,0.00096724945,0.0014266934,0.0017047784],"category_scores_gemma":[0.0009647714,0.00026008624,0.00048239523,0.0004906434,0.0015073739,0.00050049496,0.0010885239,0.00064438226,0.0002937543],"study_design_candidate":"case_report","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":[0.0021986633,0.0025654824,0.08639908,0.0013239059,0.00025228143,0.18855931,0.022692148,0.32496375,0.15614441,0.008164949,0.0026682648,0.20406769],"study_design_scores_gemma":[0.0003124601,0.011950505,0.24926236,0.00050923164,0.00047354584,0.058010798,0.087605774,0.31526223,0.21308586,0.0051357024,0.05786085,0.0005307669],"about_ca_topic_score_codex":0.0036496855,"about_ca_topic_score_gemma":0.019516725,"teacher_disagreement_score":0.0036496855,"about_ca_system_score_codex":0.0006934977,"about_ca_system_score_gemma":0.0006006715,"threshold_uncertainty_score":0.0072568655},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99397117,0.00003496374,0.0048049144,0.0000070522055,0.0000021826304,0.00000522092,0.000077563214,0.00002964698,0.0010672669],"genre_scores_gemma":[0.999278,0.00001774202,0.000328542,0.0000011465585,3.862304e-7,0.0000021632372,0.000041559237,0.0000044283834,0.00032608758],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975413,0.000030171548,0.000014041914,0.000041120267,0.00007578632,0.00008473359],"domain_scores_gemma":[0.9994425,0.00017953712,0.0001359336,0.000071595234,0.000113895774,0.000056544202],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049026584,0.0003925543,0.00029582452,0.000965593,0.00020722549,0.00037965717,0.0004062676,0.00039123106,0.0009808607],"category_scores_gemma":[0.001080116,0.00017311262,0.00030895366,0.00029690133,0.0007440541,0.0003491524,0.0005080737,0.00018626626,0.0002077761],"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":[0.0005463211,0.000084586696,0.044520065,0.0001275995,0.000052737098,0.0020569002,0.00039519795,0.76697654,0.15087417,0.0015436125,0.00025561734,0.03256668],"study_design_scores_gemma":[0.000010113306,0.0002920866,0.08132967,0.00004815912,0.000037729107,0.00041840633,0.00040017295,0.8602578,0.055812832,0.0007641748,0.0005757467,0.00005308604],"about_ca_topic_score_codex":0.0035221546,"about_ca_topic_score_gemma":0.0045084334,"teacher_disagreement_score":0.0035221546,"about_ca_system_score_codex":0.00033644147,"about_ca_system_score_gemma":0.0002469318,"threshold_uncertainty_score":0.0070033073},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97286767,0.00009277166,0.024140276,0.00006630736,0.000015863128,0.000010420431,0.000030075495,0.000058292353,0.0027183348],"genre_scores_gemma":[0.9978982,0.000029758607,0.0016683326,0.0000029030862,0.0000031799111,0.0000025500037,0.000013007876,0.0000029366042,0.0003789926],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990845,0.000026296417,0.0000053648755,0.000015169945,0.00002520643,0.00001956765],"domain_scores_gemma":[0.9994567,0.00033392737,0.00007577448,0.000036957685,0.000063743246,0.000032916487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002448145,0.00030374908,0.00041116844,0.0003580565,0.0003218318,0.0004451518,0.0003782403,0.0008702728,0.0007130573],"category_scores_gemma":[0.0012588414,0.00027422895,0.00028316514,0.0003673268,0.00051250285,0.00040979162,0.0003840921,0.00025330656,0.000063077256],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019895937,0.0000807989,0.008376913,0.000058861035,0.000026737991,0.00038774667,0.00008891591,0.96620667,0.015280757,0.0012665075,0.00011789572,0.007909265],"study_design_scores_gemma":[0.000004615704,0.00003130192,0.0020765173,0.00000204821,0.0000057788643,0.000018039183,0.000026839654,0.9968321,0.00091158226,0.00005685841,0.0000307832,0.000003550443],"about_ca_topic_score_codex":0.003989363,"about_ca_topic_score_gemma":0.002167394,"teacher_disagreement_score":0.003989363,"about_ca_system_score_codex":0.00019293003,"about_ca_system_score_gemma":0.0002348441,"threshold_uncertainty_score":0.007932305},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.67245495,0.00026291137,0.3211859,0.000065913526,0.00007768615,0.000093243645,0.00015811983,0.00076617993,0.004935071],"genre_scores_gemma":[0.9542796,0.00006840159,0.043704435,0.000015124919,0.0000074522372,0.000029642653,0.00006960383,0.000015638021,0.0018101669],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998468,0.000011442986,0.000006949431,0.000024595145,0.00008411807,0.000026117852],"domain_scores_gemma":[0.9998166,0.000018621144,0.000046338017,0.000032193602,0.000051435418,0.000034788278],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001391045,0.00041099134,0.00022119799,0.00045836883,0.00026038868,0.00024242091,0.0005771206,0.00036354226,0.001458498],"category_scores_gemma":[0.00022430107,0.00018116088,0.00019647898,0.00024388678,0.00021536114,0.00027906697,0.0004873447,0.00027242873,0.00042244364],"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":[0.00020911795,0.0000897616,0.0024304362,0.0001673807,0.000022114395,0.00037240432,0.00008527196,0.026506923,0.899534,0.0014349478,0.00058422773,0.06856352],"study_design_scores_gemma":[0.00013021822,0.0030978778,0.028295254,0.000060200837,0.00013415859,0.0014067088,0.0002428705,0.31285954,0.63218176,0.00092159695,0.020510456,0.00015936603],"about_ca_topic_score_codex":0.0008350755,"about_ca_topic_score_gemma":0.0028255575,"teacher_disagreement_score":0.001458498,"about_ca_system_score_codex":0.00017895491,"about_ca_system_score_gemma":0.0003983583,"threshold_uncertainty_score":0.0048791766},"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":"other","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012532993,0.060271543,0.057706434,0.04887232,0.23227008,0.010710562,0.029834108,0.004492047,0.54331],"genre_scores_gemma":[0.020073023,0.025913844,0.015404124,0.0076446394,0.04810368,0.0034256305,0.030051636,0.0018266806,0.8475567],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99719113,0.000357794,0.0002019201,0.0003680022,0.0013270531,0.00055418385],"domain_scores_gemma":[0.99280703,0.00025530296,0.0003549253,0.00038982142,0.0046950933,0.0014978052],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006961699,0.0018173808,0.0011577576,0.00307857,0.0014342366,0.0041213236,0.002203347,0.0040006903,0.10154054],"category_scores_gemma":[0.0033153284,0.0006002849,0.0014229362,0.0019708448,0.0005020703,0.0019630725,0.0025888828,0.0030481145,0.102675945],"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":[0.0002158716,0.00022040067,0.00054717466,0.0007005929,0.000023699418,0.00012024795,0.000042036336,0.0011471165,0.0053126244,0.0024992814,0.90853506,0.08063593],"study_design_scores_gemma":[0.000018319082,0.00014103236,0.0014167756,0.00023419083,0.000015555182,0.00006465683,0.000047708792,0.00031162062,0.001376557,0.0005957779,0.99576026,0.0000176184],"about_ca_topic_score_codex":0.004936945,"about_ca_topic_score_gemma":0.005710622,"teacher_disagreement_score":0.10154054,"about_ca_system_score_codex":0.0019955938,"about_ca_system_score_gemma":0.0075440803,"threshold_uncertainty_score":0.33968693},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86598384,0.0010851788,0.12247598,0.00017650875,0.000031551048,0.000025815838,0.00013864323,0.00044382337,0.009638577],"genre_scores_gemma":[0.9961493,0.00016404781,0.0026257914,0.000007779431,0.0000029558073,0.0000045043093,0.000018234263,0.00002518866,0.0010022641],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.999691,0.000052614032,0.000016461905,0.00007181233,0.00013247615,0.000035595476],"domain_scores_gemma":[0.99913293,0.0003809478,0.00019758355,0.00013109802,0.00011266188,0.000044744105],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042937073,0.0005247066,0.00017422409,0.0003788847,0.00022441892,0.00061072793,0.00044976623,0.00055821973,0.0017321026],"category_scores_gemma":[0.0012597446,0.00028106262,0.00015610764,0.00030429315,0.0005463215,0.0007558517,0.00054727553,0.00034856537,0.0004290927],"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":[0.00028396436,0.00011126845,0.012931116,0.00033283248,0.000026719048,0.00044946725,0.00036030717,0.25647065,0.6675602,0.009455329,0.00019324543,0.0518249],"study_design_scores_gemma":[0.000013404803,0.0006764346,0.050923094,0.00007321968,0.00004533636,0.0010594943,0.00035583563,0.48745164,0.4451471,0.007878794,0.006277306,0.000098333156],"about_ca_topic_score_codex":0.0009640418,"about_ca_topic_score_gemma":0.0020902567,"teacher_disagreement_score":0.0017321026,"about_ca_system_score_codex":0.00035274736,"about_ca_system_score_gemma":0.00030051952,"threshold_uncertainty_score":0.0057944655},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97625786,0.00016413072,0.013384205,0.00010969286,0.000028497714,0.000021807009,0.00008513065,0.00009642713,0.009852169],"genre_scores_gemma":[0.9977997,0.00003973949,0.00077082834,0.000005805547,0.0000032137348,0.0000072001026,0.00001757315,0.000008185658,0.0013477887],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986744,0.000028979379,0.000005978522,0.0000141746705,0.000037755668,0.000045649565],"domain_scores_gemma":[0.9993687,0.00030081338,0.0001187495,0.000038673174,0.000101766134,0.00007131662],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026213907,0.0003228958,0.00046367745,0.00054257136,0.00048284628,0.0008121774,0.0006576621,0.0011098476,0.0022094576],"category_scores_gemma":[0.0011048185,0.0002610992,0.00034237327,0.0004878599,0.00093884167,0.0004936205,0.00049894897,0.0003857533,0.00022002574],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008930633,0.000043306605,0.0013396008,0.000027529952,0.000007684241,0.00010066053,0.000050001334,0.9903779,0.0044545094,0.0013584818,0.0001108649,0.0020400765],"study_design_scores_gemma":[0.000004455704,0.000037268106,0.00089956564,0.0000036932604,0.00000217427,0.000012953188,0.000030966494,0.9980135,0.00076401845,0.00014574532,0.00008047286,0.000005217236],"about_ca_topic_score_codex":0.0067841266,"about_ca_topic_score_gemma":0.0038300813,"teacher_disagreement_score":0.0067841266,"about_ca_system_score_codex":0.00069528946,"about_ca_system_score_gemma":0.0004657826,"threshold_uncertainty_score":0.013489306},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96433836,0.00023130667,0.01513593,0.0005190784,0.00031677712,0.002559638,0.0020782908,0.0005034353,0.014317139],"genre_scores_gemma":[0.9627671,0.00017537511,0.01858972,0.0009563871,0.00007634045,0.0017457557,0.0024742943,0.00008244694,0.013132672],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986052,0.0002607961,0.00010810992,0.00045566293,0.00037171843,0.00019854934],"domain_scores_gemma":[0.9959948,0.0005249777,0.00032494802,0.00093603326,0.0017645548,0.0004545574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0040428247,0.00063715753,0.00048663124,0.00045962803,0.0018783967,0.0012239604,0.0020318995,0.0016291459,0.0050430666],"category_scores_gemma":[0.0024498946,0.0003900331,0.000592597,0.00033984712,0.0009310898,0.0017163213,0.0009893144,0.0013546667,0.0009823912],"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":[0.012001298,0.012921389,0.04625636,0.0005588213,0.00013997032,0.00065036834,0.0018166017,0.006018476,0.722705,0.0036591,0.012383736,0.1808889],"study_design_scores_gemma":[0.0040366906,0.039085064,0.20674671,0.00023800763,0.0004757266,0.0005569783,0.003800284,0.020333266,0.6093374,0.0052736513,0.109825976,0.0002903028],"about_ca_topic_score_codex":0.019000981,"about_ca_topic_score_gemma":0.027738482,"teacher_disagreement_score":0.019000981,"about_ca_system_score_codex":0.001755164,"about_ca_system_score_gemma":0.0046162917,"threshold_uncertainty_score":0.03778076},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9711722,0.0000980958,0.025550826,0.000033303335,0.000016691885,0.000010992584,0.00020993486,0.00007633168,0.00283163],"genre_scores_gemma":[0.99848783,0.000030402183,0.00085681607,0.0000020825853,0.000003049544,0.0000044243543,0.00006235417,0.000007735396,0.0005452961],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994254,0.000014282898,0.0000041257676,0.000010904232,0.000018728466,0.000009423284],"domain_scores_gemma":[0.9997745,0.00011551532,0.00003074455,0.000016513566,0.000048414397,0.000014379645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015691845,0.00024398656,0.0003177774,0.00050068245,0.00013171564,0.00019306566,0.00037018573,0.00030726698,0.0018371257],"category_scores_gemma":[0.00049735594,0.00014493048,0.00025507182,0.00042503935,0.00026250925,0.0003433226,0.00019738478,0.0001225767,0.00013916977],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046571746,0.00007996702,0.008391481,0.00016657881,0.000031959597,0.0004196991,0.00011732574,0.92245454,0.03500284,0.001976974,0.00045324757,0.030439656],"study_design_scores_gemma":[0.0000060301254,0.000045573528,0.009968453,0.0000064056007,0.000010469484,0.000032593918,0.000042817308,0.9865914,0.0029249522,0.00021363214,0.00014480227,0.000012924116],"about_ca_topic_score_codex":0.003627718,"about_ca_topic_score_gemma":0.004307416,"teacher_disagreement_score":0.003627718,"about_ca_system_score_codex":0.00016872482,"about_ca_system_score_gemma":0.00024348647,"threshold_uncertainty_score":0.0072131753},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981787,0.000070282425,0.0010825582,0.000009134342,0.0000043409705,0.00001314109,0.00013708211,0.000018680637,0.00048603723],"genre_scores_gemma":[0.99773717,0.00010693523,0.0009527471,0.000009101473,0.0000016482077,0.000013895093,0.00010905713,0.000007750501,0.001061637],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982196,0.000018576882,0.000012130776,0.000031938795,0.00009322883,0.00002224666],"domain_scores_gemma":[0.9998022,0.000040558396,0.000041472245,0.000022053026,0.000075457785,0.000018313034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029732255,0.00023828006,0.00021659484,0.000120747245,0.00020720808,0.0001974292,0.00024875204,0.00027116443,0.0010321819],"category_scores_gemma":[0.00036344712,0.00011333505,0.00022140308,0.0001795124,0.0001472848,0.0003240964,0.00022479305,0.0002471954,0.0002244044],"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":[0.00023798717,0.000055451448,0.0037913441,0.000081021964,0.000009929664,0.00018416988,0.00016626371,0.0014030389,0.9889205,0.00005135797,0.00004751158,0.005051445],"study_design_scores_gemma":[0.0000054134807,0.001333402,0.014968534,0.000006769065,0.000010970357,0.00012156827,0.00018260528,0.0014987582,0.9808184,0.000037823647,0.0010088201,0.000006898598],"about_ca_topic_score_codex":0.0008461359,"about_ca_topic_score_gemma":0.0028241528,"teacher_disagreement_score":0.0010321819,"about_ca_system_score_codex":0.00023507755,"about_ca_system_score_gemma":0.0001495304,"threshold_uncertainty_score":0.0034529567},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976069,0.0001779344,0.0006716077,0.000016516591,0.000018703655,0.000024437239,0.0002652689,0.000016442444,0.0012021435],"genre_scores_gemma":[0.99504024,0.00024592015,0.001724502,0.000020830614,0.0000049850646,0.000019067544,0.00030888096,0.0000064235146,0.002629199],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962556,0.000030255775,0.000054610853,0.00006534219,0.00016131435,0.00006294153],"domain_scores_gemma":[0.9992828,0.00016835843,0.00014542582,0.000051109182,0.0002653327,0.0000870847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003786388,0.000696928,0.0002218936,0.0006443451,0.0003226456,0.00023221252,0.00022697606,0.00032495652,0.0026319192],"category_scores_gemma":[0.00055822876,0.00025260737,0.00030727926,0.00051909627,0.00030939135,0.00022394955,0.00028987663,0.00040252588,0.00031712189],"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":[0.00040139025,0.00006494335,0.0063557974,0.00007049239,0.000037285867,0.00017642057,0.0003004807,0.0005372978,0.98784024,0.00012275088,0.00010346789,0.0039893016],"study_design_scores_gemma":[0.00001872794,0.0008849718,0.05750386,0.000021954856,0.000057649817,0.00011307844,0.0004562327,0.001755532,0.9377574,0.00005058637,0.0013601874,0.00001983713],"about_ca_topic_score_codex":0.0051831882,"about_ca_topic_score_gemma":0.018950036,"teacher_disagreement_score":0.0051831882,"about_ca_system_score_codex":0.00032604946,"about_ca_system_score_gemma":0.00031786828,"threshold_uncertainty_score":0.01030606},"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":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.017163362,0.74652314,0.032711413,0.029919613,0.010902049,0.00034750212,0.0012527753,0.000808103,0.16037208],"genre_scores_gemma":[0.069025226,0.8227626,0.046545703,0.005925972,0.004394214,0.00017333784,0.0014392905,0.0003031455,0.049430564],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990608,0.00013901174,0.00008775423,0.0001446802,0.00048401594,0.00008376707],"domain_scores_gemma":[0.9948689,0.001632931,0.0003034721,0.00022929042,0.0027221164,0.00024324952],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0026225697,0.0007206471,0.00061380264,0.0017312518,0.00052055274,0.0023982693,0.0010652625,0.0018816333,0.012699854],"category_scores_gemma":[0.004185552,0.00036254755,0.00067806896,0.002497393,0.0005698658,0.0046361545,0.0009189808,0.0019581593,0.003321531],"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":[0.000109295914,0.00035034528,0.0011696406,0.006379404,0.000052752745,0.00019200919,0.00031355658,0.0015227816,0.012187365,0.017878259,0.06327344,0.8965711],"study_design_scores_gemma":[0.000010215347,0.00036741633,0.0013500775,0.001733991,0.000090316156,0.00023014768,0.00035893882,0.0006988783,0.008305632,0.004109785,0.9827093,0.00003519319],"about_ca_topic_score_codex":0.0033598738,"about_ca_topic_score_gemma":0.004970386,"teacher_disagreement_score":0.012699854,"about_ca_system_score_codex":0.0011828515,"about_ca_system_score_gemma":0.002900247,"threshold_uncertainty_score":0.042485178},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991493,0.000035945504,0.00055484707,0.0000031858992,0.000002603702,0.0000023101006,0.00001273167,0.000017676897,0.00022145202],"genre_scores_gemma":[0.9995795,0.000026430247,0.00025315455,0.000002764745,5.166019e-7,0.0000012778876,0.000011324713,0.0000030370634,0.00012201332],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984133,0.000019665631,0.000009678466,0.000020161213,0.000062042716,0.00004710765],"domain_scores_gemma":[0.9997502,0.00005398449,0.00007293395,0.000037354257,0.000050890914,0.00003458241],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022769242,0.0004584324,0.00028521783,0.00041806314,0.00019569036,0.000272301,0.0003343519,0.00029140283,0.0013186622],"category_scores_gemma":[0.00042392436,0.0001445085,0.00032850628,0.00027843151,0.00042752855,0.00025849394,0.0004203247,0.00017220352,0.00012864119],"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":[0.0015055623,0.00038372912,0.023323853,0.00025457237,0.00006358528,0.0011242038,0.00033524743,0.08819157,0.84903246,0.0003463508,0.00019384232,0.035245076],"study_design_scores_gemma":[0.000043966076,0.004912886,0.09989633,0.00005056205,0.0001832841,0.0004647782,0.0010995583,0.12079173,0.77061474,0.00023660505,0.0016627719,0.000042721498],"about_ca_topic_score_codex":0.0020538226,"about_ca_topic_score_gemma":0.0041059987,"teacher_disagreement_score":0.0020538226,"about_ca_system_score_codex":0.00022382423,"about_ca_system_score_gemma":0.00020626921,"threshold_uncertainty_score":0.0044113398},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.946495,0.00014820835,0.043527223,0.00012157198,0.000035773708,0.000039969396,0.00012160016,0.00019688792,0.009313873],"genre_scores_gemma":[0.99553406,0.00004524582,0.0036470322,0.000010129934,0.0000032084838,0.000010210992,0.000020609014,0.0000138028145,0.0007156816],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998964,0.000019382134,0.0000032683156,0.000011373064,0.0000309751,0.00003860208],"domain_scores_gemma":[0.99945,0.00030183565,0.00006107324,0.000042566237,0.000085740336,0.000058665933],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002921046,0.00034332834,0.00046754128,0.00039675497,0.000466265,0.00061395415,0.00048874476,0.0010103418,0.0028237447],"category_scores_gemma":[0.0012321279,0.00025599226,0.0003525253,0.0004285204,0.00050179666,0.00056290004,0.0006349358,0.0005593931,0.00018492187],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060583967,0.00005905955,0.0010522805,0.000024401175,0.000008489271,0.0000604676,0.00002545644,0.98902565,0.0029162203,0.0010863842,0.0001679143,0.0055130725],"study_design_scores_gemma":[0.000009480544,0.00005416737,0.0005005966,0.000004271069,0.0000048419984,0.000006769187,0.000027777629,0.9983859,0.0007322655,0.0001924314,0.00007719887,0.0000042667816],"about_ca_topic_score_codex":0.008187352,"about_ca_topic_score_gemma":0.0084244935,"teacher_disagreement_score":0.008187352,"about_ca_system_score_codex":0.0005088203,"about_ca_system_score_gemma":0.000666981,"threshold_uncertainty_score":0.0162794},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992567,0.000005820831,0.0005696756,0.0000021088993,7.373615e-7,0.0000012336204,0.00003174999,0.0000067334026,0.00012531152],"genre_scores_gemma":[0.9998018,0.0000033972817,0.0000971103,3.4793865e-7,1.5442644e-7,5.6490506e-7,0.00002612871,9.508581e-7,0.0000696476],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998368,0.000018943956,0.000012414689,0.000040014158,0.000041090774,0.000050659637],"domain_scores_gemma":[0.99933594,0.00023132596,0.00020318806,0.00007926307,0.00007219574,0.00007796378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042260555,0.0002476514,0.00020846447,0.0004824242,0.00015567537,0.00031601696,0.00042533036,0.00026104218,0.0009063264],"category_scores_gemma":[0.0011225417,0.00011518287,0.00022443691,0.0002418456,0.00046393016,0.00023172022,0.00031222892,0.00012423827,0.00013913978],"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":[0.0018020121,0.00013292597,0.13485362,0.000089590285,0.00008597189,0.0009464898,0.0003675803,0.7028704,0.13587534,0.0012236084,0.00023168357,0.02152085],"study_design_scores_gemma":[0.0000612882,0.0018183843,0.31465697,0.000021194883,0.00009101616,0.00031611926,0.0008317611,0.6101744,0.07014214,0.0012390877,0.0005776392,0.00007004869],"about_ca_topic_score_codex":0.0030400571,"about_ca_topic_score_gemma":0.0050352607,"teacher_disagreement_score":0.0030400571,"about_ca_system_score_codex":0.00036850866,"about_ca_system_score_gemma":0.00025823282,"threshold_uncertainty_score":0.006044686},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990414,0.0000113578235,0.00017797574,0.000010636436,0.0000062339996,0.000003580028,0.00013148377,0.000039885403,0.00057743664],"genre_scores_gemma":[0.9992613,0.000009703009,0.00007254301,0.0000043860905,9.753288e-7,0.0000016712974,0.00010177112,0.0000071147865,0.000540575],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997942,0.000018093011,0.000011274875,0.000033547658,0.000057161968,0.00008563508],"domain_scores_gemma":[0.99900275,0.00030424172,0.0001190577,0.00008356903,0.00025523786,0.00023516863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014954123,0.00034843813,0.00033583658,0.000637334,0.00047775684,0.0005729289,0.0004491264,0.00081486657,0.004158627],"category_scores_gemma":[0.0011454811,0.0002958265,0.00034725343,0.0003188383,0.00059844716,0.0003875467,0.0004295949,0.0005127665,0.00084631366],"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":[0.007986903,0.0010122765,0.05948398,0.0003786865,0.00016362892,0.0029049239,0.0016264014,0.19104332,0.71244293,0.0007965983,0.0020678283,0.020092545],"study_design_scores_gemma":[0.00010279328,0.0036483181,0.3209169,0.00010330815,0.00018622921,0.00045923665,0.003946135,0.42937222,0.23949803,0.0003326019,0.0012406516,0.00019362097],"about_ca_topic_score_codex":0.006817734,"about_ca_topic_score_gemma":0.005551362,"teacher_disagreement_score":0.006817734,"about_ca_system_score_codex":0.00038663505,"about_ca_system_score_gemma":0.0003279721,"threshold_uncertainty_score":0.0139119625},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9899176,0.00020333454,0.0067172945,0.00003985182,0.000009081112,0.000023020999,0.00027405474,0.00013559553,0.0026801818],"genre_scores_gemma":[0.99725753,0.00014592966,0.0015969613,0.0000062726194,0.0000015776291,0.000009447042,0.00016793936,0.000013138731,0.00080124545],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999182,0.000008295411,0.0000044451544,0.000012309052,0.000037735233,0.000018944396],"domain_scores_gemma":[0.99978155,0.000096955555,0.000039223793,0.000020362877,0.000046821555,0.000015074444],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015603725,0.0006410112,0.0003491925,0.001014714,0.00024833472,0.00045492762,0.0004961362,0.00091926113,0.0013032077],"category_scores_gemma":[0.00029724572,0.0003027447,0.0005326061,0.00086290704,0.00031275922,0.00039157266,0.00023879932,0.00030318782,0.00031269988],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029199384,0.00021260617,0.016467668,0.00041688167,0.000055837383,0.0011673257,0.000367568,0.8534786,0.10456152,0.00080063264,0.00070985715,0.021469582],"study_design_scores_gemma":[0.00000907083,0.00019961329,0.01563019,0.000021774944,0.000021919246,0.00018821808,0.00029731292,0.9730882,0.009811719,0.00012161107,0.00057242,0.000038023107],"about_ca_topic_score_codex":0.013209539,"about_ca_topic_score_gemma":0.017164784,"teacher_disagreement_score":0.013209539,"about_ca_system_score_codex":0.0004605023,"about_ca_system_score_gemma":0.0002941234,"threshold_uncertainty_score":0.026265323},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987992,0.00031499466,0.000479168,0.0000052686464,0.000008481981,0.000005508813,0.000083612984,0.000014400843,0.0002893761],"genre_scores_gemma":[0.9979819,0.00018600283,0.0004893663,0.000006455697,0.0000029031887,0.0000049479095,0.0002324767,0.000007352156,0.0010885906],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977905,0.000016723954,0.000016218873,0.00004005377,0.00011514354,0.00003288822],"domain_scores_gemma":[0.9997004,0.000059865175,0.00007608575,0.00002447484,0.000083494626,0.000055740056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022775603,0.00032301803,0.00027825052,0.0004682524,0.00016728467,0.00021074036,0.00017622196,0.00019540063,0.001836033],"category_scores_gemma":[0.00043234022,0.00012957078,0.00021642103,0.0002235813,0.00020222562,0.00023979085,0.00023759494,0.00019930756,0.00028250233],"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":[0.000111903566,0.0000142705485,0.002063426,0.00004500135,0.000010288723,0.000055136497,0.000036151054,0.00045848158,0.9948214,0.000021800533,0.000011197771,0.0023507457],"study_design_scores_gemma":[0.000005885597,0.0007041025,0.02244331,0.000008280802,0.00002323966,0.00014096165,0.00006496891,0.00141629,0.9742811,0.000025279154,0.0008752654,0.0000113426],"about_ca_topic_score_codex":0.0011317424,"about_ca_topic_score_gemma":0.0025994529,"teacher_disagreement_score":0.001836033,"about_ca_system_score_codex":0.00026431773,"about_ca_system_score_gemma":0.00014559647,"threshold_uncertainty_score":0.0061421394},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943605,0.00002817397,0.0039939666,0.000019730409,0.000003566586,0.000033669217,0.00008595973,0.00004328126,0.0014312228],"genre_scores_gemma":[0.99293077,0.000042981534,0.0054520587,0.0000037801626,0.0000015074495,0.000016750799,0.000075479984,0.000015118877,0.0014616335],"study_design_codex":"simulation_or_modeling","study_design_gemma":"case_report","domain_scores_codex":[0.99937195,0.00016535886,0.00003627024,0.00011406503,0.00017919859,0.0001332157],"domain_scores_gemma":[0.999405,0.00018172945,0.00007694638,0.0001206414,0.00007092663,0.00014473061],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064902677,0.0006830286,0.00043853943,0.00065790507,0.0008404188,0.0008241452,0.0011652779,0.0017967331,0.0021827372],"category_scores_gemma":[0.00083150563,0.00037318713,0.0006991729,0.00058420736,0.0010224471,0.00058422046,0.00082644384,0.00035028628,0.00051443756],"study_design_candidate":"case_report","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":[0.0009815099,0.0015293324,0.08278111,0.00043838087,0.0001244953,0.043102678,0.002412298,0.75426537,0.06873092,0.0041286442,0.0010494125,0.04045591],"study_design_scores_gemma":[0.00021472017,0.006977975,0.12535031,0.0001343422,0.0002275124,0.012975981,0.010664349,0.7436877,0.08627756,0.0022188723,0.0110343965,0.00023633463],"about_ca_topic_score_codex":0.005169619,"about_ca_topic_score_gemma":0.012425435,"teacher_disagreement_score":0.005169619,"about_ca_system_score_codex":0.00063718186,"about_ca_system_score_gemma":0.00071245176,"threshold_uncertainty_score":0.010279059},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13240604,0.000048853173,0.8519984,0.00011784067,0.0001268629,0.00010380843,0.00060248375,0.0070363837,0.007559424],"genre_scores_gemma":[0.7975866,0.000055728637,0.19829164,0.000085629435,0.000018648358,0.000096221054,0.00057581643,0.0008623246,0.002427423],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998747,0.000296299,0.0000757552,0.00026214385,0.0005294527,0.00008937115],"domain_scores_gemma":[0.997216,0.00081761664,0.00022726989,0.00081495044,0.0008763314,0.000047706417],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009509039,0.0010483669,0.0004207992,0.00094354735,0.00037239693,0.00093915575,0.0007712083,0.00068006257,0.0039734454],"category_scores_gemma":[0.007980698,0.0006132927,0.00027908292,0.001007413,0.0003936964,0.001303726,0.0008745906,0.00068616396,0.0015011515],"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":[0.00036774366,0.0004527865,0.018134732,0.00020554478,0.000055504897,0.00012281121,0.00051472645,0.21235941,0.22621183,0.0036810876,0.003171732,0.534722],"study_design_scores_gemma":[0.000046683243,0.00022089561,0.025003377,0.00005424163,0.00004050989,0.00013944246,0.00018344284,0.7442091,0.21622393,0.0026661458,0.011128914,0.00008334204],"about_ca_topic_score_codex":0.0039267344,"about_ca_topic_score_gemma":0.009653175,"teacher_disagreement_score":0.0039734454,"about_ca_system_score_codex":0.00045996904,"about_ca_system_score_gemma":0.0005964277,"threshold_uncertainty_score":0.013292551},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99281067,0.00035319157,0.0061808983,0.000012175606,0.000008570989,0.000011436985,0.000119507764,0.00004349736,0.00046019393],"genre_scores_gemma":[0.98966265,0.00035804612,0.008994374,0.00001031733,0.000004024503,0.00001835688,0.00011642361,0.0000099845465,0.00082582614],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997422,0.000018952174,0.000022410248,0.00005985432,0.00013506979,0.000021595095],"domain_scores_gemma":[0.99952376,0.00018225232,0.00012887022,0.00003675604,0.00009704748,0.00003136409],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004705597,0.00054093834,0.00022068062,0.00062530674,0.0002043198,0.00022614331,0.00022351395,0.0003423755,0.0006594672],"category_scores_gemma":[0.00037714574,0.00030724469,0.00027299946,0.0004604452,0.00031642392,0.00027113006,0.0002706582,0.00033927415,0.00010895528],"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":[0.00005904679,0.000009758775,0.00085131807,0.000047352987,0.000005039207,0.000046146084,0.000079305035,0.0004728629,0.9964258,0.000025760111,0.0000056489102,0.0019720274],"study_design_scores_gemma":[0.0000034941263,0.00016657809,0.017999735,0.000007760002,0.000021408221,0.000068660076,0.00015206487,0.004143518,0.97707844,0.00002896966,0.00031404867,0.000015320938],"about_ca_topic_score_codex":0.0008590451,"about_ca_topic_score_gemma":0.004059523,"teacher_disagreement_score":0.0008590451,"about_ca_system_score_codex":0.00019434634,"about_ca_system_score_gemma":0.00012870094,"threshold_uncertainty_score":0.0024886131},"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":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0014950491,0.9923987,0.00085688866,0.00047360736,0.0005612918,0.000016544043,0.00028039562,0.000023445822,0.0038940625],"genre_scores_gemma":[0.0100726215,0.9855407,0.0016154648,0.00033070982,0.00057505944,0.000020987349,0.00050429336,0.000018937937,0.0013212152],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99875176,0.00016196672,0.00023073544,0.00022258938,0.0005328923,0.000100078425],"domain_scores_gemma":[0.9958311,0.0018536774,0.00056567,0.0001515206,0.0013836025,0.00021448924],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002776949,0.0009658525,0.0012515754,0.006302659,0.00047544987,0.002416588,0.0017266251,0.0013636987,0.008248423],"category_scores_gemma":[0.0057236487,0.00042427852,0.0009311793,0.0061742915,0.0007047937,0.0022060396,0.001033848,0.00075445924,0.002406857],"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":[0.00018202593,0.00009676577,0.0010914545,0.03389262,0.00012724388,0.00012378028,0.00012203209,0.0007139464,0.0019940836,0.0046356074,0.034773104,0.9222473],"study_design_scores_gemma":[0.000009943073,0.00020219311,0.0032479053,0.0105262995,0.00033418453,0.00049881754,0.00020686425,0.00022704325,0.0019205259,0.0011914847,0.9815943,0.000040377196],"about_ca_topic_score_codex":0.0046007065,"about_ca_topic_score_gemma":0.00753151,"teacher_disagreement_score":0.008248423,"about_ca_system_score_codex":0.00085767143,"about_ca_system_score_gemma":0.0042816405,"threshold_uncertainty_score":0.027593732},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98836225,0.000089944886,0.008179772,0.000046647976,0.000013106056,0.000020081821,0.00018447397,0.00008585899,0.0030179268],"genre_scores_gemma":[0.9960295,0.000050111117,0.0033219473,0.0000066445436,0.00000172786,0.000012699203,0.000058295842,0.000008269536,0.0005106534],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988496,0.000020914757,0.00000890271,0.000015017027,0.000039634768,0.000030463543],"domain_scores_gemma":[0.99953353,0.00026214746,0.000064895336,0.000028196171,0.000072948824,0.000038324193],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027833678,0.00039681364,0.0004095452,0.00045240446,0.0003388869,0.00055597996,0.000391702,0.00070687965,0.002007755],"category_scores_gemma":[0.0007166731,0.00019596577,0.00027986654,0.00049510325,0.0006219812,0.00031201792,0.00034232053,0.0002514904,0.00012050315],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019703491,0.000095491356,0.0048664375,0.00009672198,0.000018469646,0.0002341477,0.00013325528,0.9646186,0.02362217,0.000795154,0.0001517387,0.005170733],"study_design_scores_gemma":[0.000012605988,0.000094908886,0.0023938394,0.000009709322,0.0000073903657,0.000030536983,0.000115501614,0.99174786,0.005183144,0.0001862768,0.00020498344,0.000013231993],"about_ca_topic_score_codex":0.004290355,"about_ca_topic_score_gemma":0.004731323,"teacher_disagreement_score":0.004290355,"about_ca_system_score_codex":0.0003779028,"about_ca_system_score_gemma":0.00040752708,"threshold_uncertainty_score":0.008530736},"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/˜Pœaste","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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972881,0.00019364945,0.0014786257,0.000015203496,0.000015141523,0.000015168362,0.00024226875,0.000038522867,0.0007134031],"genre_scores_gemma":[0.99636155,0.00016523346,0.0012544929,0.000023497774,0.000006385253,0.000017446384,0.00031714648,0.000019483738,0.0018347041],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997986,0.000016669792,0.000033781074,0.000046329315,0.00007295091,0.00003172794],"domain_scores_gemma":[0.9993611,0.0001752273,0.00018093655,0.000062976156,0.00014228538,0.00007752879],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003571097,0.00049371534,0.0002555867,0.00058842957,0.00020222273,0.00021432788,0.00013346926,0.00036565744,0.0031865204],"category_scores_gemma":[0.00045846036,0.00019164078,0.00021663368,0.0004591969,0.00038458567,0.0002520007,0.00018162631,0.0004907292,0.00029376918],"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":[0.00014620903,0.000018168565,0.001446056,0.00003769673,0.0000053978533,0.00010392422,0.00014167579,0.00019961661,0.9960936,0.000022544033,0.000014897158,0.0017702678],"study_design_scores_gemma":[0.000005519062,0.00076972856,0.0474353,0.000012280348,0.000021382939,0.00014742343,0.000295718,0.0011402305,0.94962144,0.000030263765,0.00050856476,0.000012142255],"about_ca_topic_score_codex":0.00079245307,"about_ca_topic_score_gemma":0.0024919903,"teacher_disagreement_score":0.0031865204,"about_ca_system_score_codex":0.00013499019,"about_ca_system_score_gemma":0.000113133145,"threshold_uncertainty_score":0.010659993},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6783368,0.00056916586,0.29903287,0.00028905398,0.00007096335,0.00017674749,0.0005422686,0.00058386364,0.020398183],"genre_scores_gemma":[0.9719254,0.0002799215,0.023965145,0.000019921728,0.000009232958,0.00012008234,0.00014273832,0.000029628873,0.0035079569],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990153,0.00002180461,0.0000059031468,0.000012469318,0.000041413958,0.00001690052],"domain_scores_gemma":[0.99978334,0.00010242491,0.00004080414,0.000021498561,0.000042601103,0.000009464668],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021696278,0.0003397854,0.00041558154,0.00035361134,0.0003030534,0.0005938975,0.0007188863,0.001189694,0.0019986872],"category_scores_gemma":[0.00054686674,0.0002012103,0.00038820392,0.0004289567,0.00042888924,0.00037240065,0.0003346258,0.0003195178,0.00028063366],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013689189,0.000021391601,0.0004975507,0.000024224515,0.0000043320556,0.00005194564,0.000024042416,0.9931759,0.0026673754,0.00090186595,0.00006630555,0.0025513044],"study_design_scores_gemma":[0.000002085544,0.000010737136,0.000165251,0.0000023520522,0.0000013823072,0.0000076241527,0.000007651657,0.9990658,0.0004657237,0.00013571001,0.00013297678,0.000002619461],"about_ca_topic_score_codex":0.006994814,"about_ca_topic_score_gemma":0.004430201,"teacher_disagreement_score":0.006994814,"about_ca_system_score_codex":0.00042590793,"about_ca_system_score_gemma":0.0004941322,"threshold_uncertainty_score":0.013908207},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9872842,0.00023854629,0.011972403,0.000007370537,0.00000856129,0.000023450899,0.000047877806,0.000057955967,0.00035963225],"genre_scores_gemma":[0.9819796,0.00021479352,0.01710828,0.0000075853445,0.0000020660882,0.000025480165,0.000046684003,0.000014164142,0.00060135487],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983346,0.000015127737,0.000010018209,0.00004286292,0.00007705803,0.000021405733],"domain_scores_gemma":[0.99964535,0.00008401976,0.00011265421,0.000034233115,0.00009193148,0.000031944728],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023870438,0.00043272472,0.0001775268,0.000514452,0.00012450902,0.0001964803,0.00023332931,0.00042354382,0.0007639807],"category_scores_gemma":[0.00026431648,0.00018908463,0.00014100352,0.00016991372,0.00026105737,0.0002924549,0.00025819492,0.00036721898,0.000113649985],"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":[0.00003270843,0.000019321453,0.00043613592,0.000030514746,0.0000016741244,0.000022049322,0.00002589642,0.00018552125,0.9978198,0.000029498022,0.0000035272956,0.0013934325],"study_design_scores_gemma":[0.0000046262885,0.00060338265,0.0064198156,0.0000069126427,0.000013375954,0.00008614527,0.000064777545,0.0047687367,0.98771906,0.000021547927,0.00028332358,0.000008321802],"about_ca_topic_score_codex":0.0003857472,"about_ca_topic_score_gemma":0.0013540534,"teacher_disagreement_score":0.0007639807,"about_ca_system_score_codex":0.00013234488,"about_ca_system_score_gemma":0.0001159797,"threshold_uncertainty_score":0.0025557876},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99858236,0.00024452774,0.00040135352,0.000016707743,0.000023978568,0.000008717446,0.00013639098,0.000016049227,0.00056993624],"genre_scores_gemma":[0.99876094,0.000116737676,0.00042447145,0.000020654985,0.0000070812303,0.000008044543,0.00010515798,0.0000128996735,0.00054409116],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997389,0.00003528824,0.000030034606,0.00007937599,0.00006230038,0.000054130654],"domain_scores_gemma":[0.9986002,0.00083359523,0.00015380571,0.00008444527,0.00021410496,0.0001137821],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003878281,0.00020619725,0.0002263189,0.00017693365,0.00020936501,0.00041057236,0.00016671253,0.00026529402,0.002186057],"category_scores_gemma":[0.0011973429,0.00018950696,0.00028139268,0.00016626502,0.00025699518,0.0003330647,0.00020612156,0.00036311586,0.00037286725],"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":[0.0016068899,0.00011568537,0.0022427745,0.00007173792,0.000030637962,0.00007459606,0.000066649736,0.0009880755,0.9907541,0.000054836237,0.0000846734,0.003909322],"study_design_scores_gemma":[0.000020111382,0.0009480921,0.012310432,0.000003838273,0.00004054367,0.000044572866,0.00007094515,0.0019381136,0.98406065,0.00002480669,0.0005243289,0.000013658801],"about_ca_topic_score_codex":0.0019008603,"about_ca_topic_score_gemma":0.0020278108,"teacher_disagreement_score":0.002186057,"about_ca_system_score_codex":0.00022174872,"about_ca_system_score_gemma":0.00020162493,"threshold_uncertainty_score":0.0073130727},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980988,0.00020520514,0.0011530087,0.000017858982,0.000005762748,0.000007904601,0.00020548714,0.000011448719,0.00029463205],"genre_scores_gemma":[0.998483,0.00012618057,0.00077150925,0.000011141456,0.000002727718,0.0000083164805,0.00016315281,0.0000061058586,0.0004278554],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988496,0.000009812183,0.000009435788,0.000025905458,0.000051733772,0.000018162375],"domain_scores_gemma":[0.99979836,0.000051797564,0.00005027085,0.000021121034,0.000061320534,0.000017172588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022585563,0.00028293172,0.00022664109,0.00031377494,0.0002905171,0.00016827334,0.00020916987,0.0004025656,0.001317343],"category_scores_gemma":[0.0003250306,0.00016360411,0.00026373976,0.0003311542,0.0002951169,0.00025080508,0.00010056678,0.00031154975,0.00010293394],"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":[0.0001883099,0.000046375328,0.0023180523,0.000061691324,0.000010562901,0.000094352385,0.0001016697,0.0021468669,0.9912794,0.00007038989,0.000037446054,0.003644769],"study_design_scores_gemma":[0.000015982449,0.00063798577,0.062416643,0.000011762935,0.00004369748,0.00015816696,0.00017039964,0.012328187,0.92311853,0.00008872396,0.0009882834,0.000021640342],"about_ca_topic_score_codex":0.0020697794,"about_ca_topic_score_gemma":0.004866131,"teacher_disagreement_score":0.0020697794,"about_ca_system_score_codex":0.0001999532,"about_ca_system_score_gemma":0.00018710288,"threshold_uncertainty_score":0.0044069886},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989918,0.00033251353,0.00010914034,0.000016514776,0.0000049530154,0.0000070803276,0.000065125816,0.000006381274,0.000466417],"genre_scores_gemma":[0.9985715,0.0003649208,0.00035019888,0.000021602953,0.000002817482,0.000005156965,0.00010572957,0.0000051147545,0.00057288574],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981505,0.000048955648,0.000019544877,0.0000229459,0.000063748405,0.000029725456],"domain_scores_gemma":[0.9997043,0.00006657077,0.000085322354,0.000014325884,0.00008368492,0.000045792363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017646342,0.0002765046,0.00029234088,0.00022522213,0.00016099084,0.00031786197,0.000095199066,0.00022124927,0.00082309387],"category_scores_gemma":[0.0003425794,0.00011436532,0.00027623322,0.00023179511,0.0001543619,0.00013909547,0.0001763583,0.00020656681,0.0001376486],"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":[0.0005177808,0.00014465915,0.0057916357,0.0003104064,0.000043401673,0.0001740895,0.00009937263,0.000724499,0.9836284,0.000024390938,0.000054180793,0.008487181],"study_design_scores_gemma":[0.000017736958,0.005238005,0.080686636,0.00003604178,0.000099479046,0.00023328414,0.00042996407,0.00083589286,0.91009486,0.000057950627,0.002248533,0.000021643664],"about_ca_topic_score_codex":0.0012378755,"about_ca_topic_score_gemma":0.002770038,"teacher_disagreement_score":0.0012378755,"about_ca_system_score_codex":0.00017899912,"about_ca_system_score_gemma":0.00021347436,"threshold_uncertainty_score":0.0027534962},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07015315,0.0009874551,0.91101915,0.00021837042,0.00008657032,0.000084105035,0.00043331378,0.0004031361,0.016614718],"genre_scores_gemma":[0.9041899,0.0018702329,0.06827116,0.00010918494,0.000057414185,0.00024885088,0.00041668615,0.00012242766,0.024714094],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998876,0.000014868294,0.000007356591,0.000030135885,0.00004420687,0.000015840338],"domain_scores_gemma":[0.99991703,0.000021089441,0.000020931868,0.000010954569,0.000023640667,0.00000630969],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014326301,0.00053827924,0.0003719426,0.00058688875,0.0002691569,0.0007369389,0.0010685399,0.0008663091,0.0013481196],"category_scores_gemma":[0.0003194828,0.00032925626,0.00065237214,0.0006263204,0.00042720974,0.0008396552,0.00039196663,0.00062673306,0.00054276927],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001842493,0.000031877833,0.0006137537,0.0000886435,0.00001100675,0.00024021027,0.00008335653,0.94210464,0.021938903,0.020576179,0.00042915982,0.013863883],"study_design_scores_gemma":[0.0000026054909,0.000012900078,0.0002558364,0.0000058536516,0.000005042584,0.00007606225,0.000012011095,0.99386567,0.0014409777,0.0024665722,0.001845764,0.000010560314],"about_ca_topic_score_codex":0.0063620904,"about_ca_topic_score_gemma":0.0046888446,"teacher_disagreement_score":0.0063620904,"about_ca_system_score_codex":0.0004177578,"about_ca_system_score_gemma":0.00068674155,"threshold_uncertainty_score":0.012650073},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99955887,0.00001334897,0.00027672044,0.0000022597565,0.0000023609816,0.0000048913776,0.000023469207,0.000006724926,0.00011146311],"genre_scores_gemma":[0.9993492,0.000021586853,0.00033668638,0.0000037741913,0.000002402937,0.0000065459294,0.00004030452,0.000003535004,0.00023596178],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996792,0.00003430336,0.000018071654,0.000062502135,0.00012084125,0.000085045955],"domain_scores_gemma":[0.99945956,0.00018358097,0.000092152,0.00010937049,0.00010253744,0.000052816693],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039954606,0.0005426906,0.0003269163,0.00031316708,0.0003947024,0.0002341356,0.000474826,0.0005161485,0.002129054],"category_scores_gemma":[0.00065766904,0.00025145683,0.0003525485,0.00030618848,0.00068014715,0.0003272185,0.00046707978,0.0003829952,0.00015417009],"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":[0.00091574126,0.0004202208,0.004430893,0.00006607903,0.000015015813,0.00023079866,0.00030188123,0.0034140113,0.98561954,0.0000611341,0.000039514187,0.004485128],"study_design_scores_gemma":[0.000080664744,0.016591465,0.05857415,0.000011938343,0.000075987955,0.0002903043,0.000705266,0.015759837,0.90719604,0.000107745014,0.00057196076,0.00003460851],"about_ca_topic_score_codex":0.00096902135,"about_ca_topic_score_gemma":0.0015927942,"teacher_disagreement_score":0.002129054,"about_ca_system_score_codex":0.00018101033,"about_ca_system_score_gemma":0.00019021425,"threshold_uncertainty_score":0.0071223974},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975406,0.00025960515,0.0005629426,0.0000135396185,0.0000028857824,0.000012256957,0.00011909485,0.000042347376,0.001446888],"genre_scores_gemma":[0.99745315,0.00020095773,0.0006470325,0.00001610406,0.0000014722629,0.000009442825,0.00016474808,0.000017797476,0.0014893007],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99954116,0.00007465868,0.000037532005,0.000058457154,0.00021629366,0.00007199898],"domain_scores_gemma":[0.9986436,0.00046162555,0.00024252795,0.0001374956,0.00039973704,0.000114999726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002944713,0.00036146064,0.0002126279,0.000491477,0.0002536461,0.00036758673,0.0003408091,0.00024906575,0.0017260204],"category_scores_gemma":[0.0011651209,0.00021765147,0.00016115225,0.00051600515,0.00032621334,0.00032499895,0.0002708084,0.00023468965,0.00039708096],"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":[0.00034526672,0.00005427686,0.004154283,0.000053926735,0.000016312713,0.00022541909,0.00019670032,0.0015547074,0.9880684,0.000032562402,0.000057665722,0.0052406043],"study_design_scores_gemma":[0.0000038551198,0.0007303125,0.03827603,0.00001302599,0.000026667863,0.00020847665,0.00022896178,0.0019046897,0.9578023,0.000018702836,0.0007714262,0.000015421227],"about_ca_topic_score_codex":0.008746446,"about_ca_topic_score_gemma":0.018268421,"teacher_disagreement_score":0.008746446,"about_ca_system_score_codex":0.00044190855,"about_ca_system_score_gemma":0.0003917685,"threshold_uncertainty_score":0.017391086},"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":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4634208,0.001796573,0.41825464,0.0004317252,0.000073843694,0.00018499116,0.00011661633,0.0005836189,0.1151372],"genre_scores_gemma":[0.89539707,0.00072505814,0.07287095,0.000054872813,0.000018410683,0.00006713956,0.00006740028,0.000055276498,0.030743847],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99963033,0.0000824288,0.0000094687175,0.000021659544,0.00022824726,0.000027944869],"domain_scores_gemma":[0.9998307,0.000050401464,0.000031642263,0.00001478135,0.000059799364,0.000012656959],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003374207,0.00035332356,0.00010050897,0.0003549114,0.00020514807,0.0004998125,0.0006008851,0.0003267269,0.0014097133],"category_scores_gemma":[0.00038004806,0.00020346888,0.00010811037,0.00012966247,0.00026131986,0.00030823078,0.0002766367,0.00024896083,0.0004105283],"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":[0.00014835656,0.0000812749,0.0035257793,0.00038194508,0.000020787917,0.001065493,0.0005871252,0.39443165,0.30857685,0.028068945,0.0019614105,0.26115048],"study_design_scores_gemma":[0.00008482064,0.0021328554,0.017028555,0.00049752026,0.00009591229,0.0025917382,0.0014657433,0.5172611,0.26783133,0.01458488,0.17633146,0.00009406041],"about_ca_topic_score_codex":0.0015071048,"about_ca_topic_score_gemma":0.0053187627,"teacher_disagreement_score":0.0015071048,"about_ca_system_score_codex":0.00035138184,"about_ca_system_score_gemma":0.00036400175,"threshold_uncertainty_score":0.0047159195},"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":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009389387,0.006117175,0.016758885,0.00095366937,0.0005057363,0.00009764181,0.00014508226,0.00058845774,0.965444],"genre_scores_gemma":[0.02270584,0.00443528,0.011831586,0.00016279877,0.00003231959,0.000026994554,0.00012073754,0.000111074085,0.96057343],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99984014,0.0000071764944,0.0000021092978,0.000013339986,0.00012429332,0.000012905905],"domain_scores_gemma":[0.9999398,0.000008498488,0.0000020608397,0.0000074230397,0.0000326398,0.000009575186],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013284088,0.00046014576,0.00008943433,0.0007773464,0.0005980637,0.00086746627,0.00043997547,0.0005035549,0.015004653],"category_scores_gemma":[0.00009844172,0.00027299818,0.00018680196,0.0008126248,0.00029902734,0.00036346514,0.00041542508,0.00063827285,0.0049424674],"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":[0.000021930658,0.000051408075,0.00050091674,0.00024689976,0.000005205824,0.0006329652,0.0006939958,0.0053002047,0.020732515,0.067552045,0.3008192,0.6034428],"study_design_scores_gemma":[0.0000017756732,0.000021472528,0.00069077034,0.000057504414,0.0000023169707,0.00046904094,0.000089552785,0.0011547521,0.0025303224,0.0020679142,0.9929092,0.000005331571],"about_ca_topic_score_codex":0.022793697,"about_ca_topic_score_gemma":0.16447273,"teacher_disagreement_score":0.022793697,"about_ca_system_score_codex":0.0017083365,"about_ca_system_score_gemma":0.0016058381,"threshold_uncertainty_score":0.050195575},"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":"methods","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0060415682,0.022262068,0.5502336,0.20050818,0.15167795,0.00045596433,0.0010441388,0.0013309773,0.06644557],"genre_scores_gemma":[0.13110149,0.014685194,0.28806356,0.24219903,0.07014517,0.002286527,0.0009565708,0.0021255892,0.24843694],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.98966634,0.0028564236,0.00063457654,0.0018319716,0.0045330576,0.00047760084],"domain_scores_gemma":[0.9907686,0.0044154543,0.000593795,0.0013539881,0.0026679984,0.00020016058],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008066752,0.000994911,0.0012240352,0.0023451908,0.003182305,0.0043790443,0.006504063,0.005789881,0.007434056],"category_scores_gemma":[0.022861479,0.0006315708,0.00222026,0.0017653569,0.0074942163,0.0041875397,0.002690483,0.010125334,0.0052892785],"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":[0.00025731002,0.00017904685,0.0016446802,0.0009950458,0.00020501751,0.000810579,0.001668862,0.0033164588,0.008757556,0.511142,0.3852088,0.08581476],"study_design_scores_gemma":[0.000016809407,0.0001297819,0.0014846768,0.00019081726,0.00006658966,0.0004931792,0.00025213786,0.0051197205,0.012180998,0.102773406,0.87715995,0.00013186288],"about_ca_topic_score_codex":0.0047557484,"about_ca_topic_score_gemma":0.00483364,"teacher_disagreement_score":0.008066752,"about_ca_system_score_codex":0.0037824304,"about_ca_system_score_gemma":0.0029635825,"threshold_uncertainty_score":0.042661607},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96150565,0.00011782195,0.032461505,0.00010035866,0.00001992963,0.000012384565,0.00020629764,0.00006627485,0.0055096527],"genre_scores_gemma":[0.99849844,0.000027608978,0.0004406875,0.0000034804277,0.0000022524391,0.0000048146526,0.00004520048,0.0000076708175,0.0009698432],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999881,0.00002426996,0.0000057760017,0.000018959941,0.000040943556,0.000028984196],"domain_scores_gemma":[0.99952614,0.00024241515,0.0000662222,0.000024785035,0.00010657945,0.000033936594],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003137214,0.0002685192,0.0004483592,0.00054711016,0.0001907655,0.00042132882,0.00037754935,0.0003895593,0.0016510613],"category_scores_gemma":[0.0010163748,0.00020454923,0.00024344515,0.00036669004,0.000543435,0.00044856907,0.0004173343,0.0002325686,0.00012101004],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001545567,0.00004500062,0.0031600597,0.000056117366,0.00002033807,0.00023179132,0.000076526885,0.9672523,0.01682745,0.0046519516,0.00033377184,0.0071901195],"study_design_scores_gemma":[0.0000033200697,0.000023321134,0.003922994,0.00000574451,0.0000069280977,0.000018848461,0.00004085861,0.99261886,0.0019521315,0.0013182235,0.00008012341,0.000008630434],"about_ca_topic_score_codex":0.004179421,"about_ca_topic_score_gemma":0.0033773584,"teacher_disagreement_score":0.004179421,"about_ca_system_score_codex":0.00028398325,"about_ca_system_score_gemma":0.0004912616,"threshold_uncertainty_score":0.008310199},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91112506,0.00041192054,0.08752776,0.00003089416,0.000011639363,0.000026114622,0.00013858207,0.00012800889,0.0006001027],"genre_scores_gemma":[0.99329257,0.00018418526,0.006260424,0.0000038095488,0.0000035784672,0.000013484814,0.000074705276,0.000011383315,0.00015577833],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999118,0.000012453188,0.000008291847,0.00002462904,0.0000293879,0.000013367049],"domain_scores_gemma":[0.9996666,0.000090976915,0.00009455692,0.00005095304,0.00007170969,0.000025281839],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029886715,0.00052374025,0.0002956965,0.0006313361,0.00015942019,0.0004115196,0.0005931106,0.00044579533,0.00027415942],"category_scores_gemma":[0.00086971995,0.00026586655,0.00034451226,0.00035764306,0.00033922936,0.00096676854,0.0002925302,0.00024272736,0.000113705915],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008810657,0.00009181541,0.044391815,0.0001763361,0.000080250866,0.00028021072,0.00013527626,0.7579633,0.1567893,0.0018147606,0.00009059441,0.03809819],"study_design_scores_gemma":[0.000006622252,0.00007047345,0.030862246,0.00001391135,0.00001858855,0.000056656554,0.000052489773,0.9478277,0.019480588,0.0013566603,0.00023522151,0.000018824785],"about_ca_topic_score_codex":0.004154302,"about_ca_topic_score_gemma":0.0099997865,"teacher_disagreement_score":0.004154302,"about_ca_system_score_codex":0.00039928465,"about_ca_system_score_gemma":0.0005543496,"threshold_uncertainty_score":0.00826025},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87688124,0.00029961255,0.08709409,0.00039919076,0.0001540466,0.000114043156,0.0013669807,0.0009409054,0.03274991],"genre_scores_gemma":[0.98864543,0.00007222695,0.0066577406,0.00004298468,0.000012358413,0.000048875067,0.00025201676,0.000058776066,0.004209557],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997938,0.000032221746,0.000010344084,0.000036696685,0.000064172316,0.00006274702],"domain_scores_gemma":[0.9996019,0.00013921627,0.000053966858,0.00003671715,0.00009922683,0.00006890549],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023036325,0.00067767355,0.0008607985,0.0006502009,0.00083015463,0.0014003883,0.0015767899,0.0023375978,0.005328317],"category_scores_gemma":[0.0007718803,0.000723254,0.00087146944,0.000639982,0.00091317296,0.0005328442,0.0010234236,0.0007320648,0.00048585187],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027958164,0.000032169006,0.0008566501,0.000015935795,0.0000090049,0.00009193841,0.000029350831,0.9961176,0.0008725469,0.00039632886,0.00015871253,0.0013918119],"study_design_scores_gemma":[0.000005770513,0.00001208134,0.00031634007,0.000003099734,0.000002760823,0.00000864742,0.000023064053,0.99927586,0.00016679127,0.00007593451,0.00010461399,0.000005130546],"about_ca_topic_score_codex":0.052797545,"about_ca_topic_score_gemma":0.03653272,"teacher_disagreement_score":0.052797545,"about_ca_system_score_codex":0.0008901173,"about_ca_system_score_gemma":0.0014419936,"threshold_uncertainty_score":0.10498047},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981968,0.00002852135,0.0012801138,0.000003483078,0.0000028914337,0.0000028662305,0.000037544847,0.0000128697475,0.00043505835],"genre_scores_gemma":[0.9994748,0.000017043461,0.00015371027,9.646859e-7,6.7629054e-7,0.0000014632374,0.000032657714,0.0000029224877,0.0003157785],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998348,0.000012772264,0.000008304708,0.000030385418,0.000059194866,0.00005449315],"domain_scores_gemma":[0.9996113,0.00010396909,0.000095329546,0.000039135743,0.00009496495,0.00005527304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030307885,0.0004017655,0.00048118967,0.0007360202,0.0002511741,0.00042493016,0.0004963311,0.00029591113,0.0016800002],"category_scores_gemma":[0.0007161833,0.00013725762,0.0002081316,0.00032875568,0.00074602506,0.0003822407,0.0005777431,0.00018097546,0.0003513182],"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":[0.0014738796,0.00013085997,0.048506867,0.00030023875,0.00009164294,0.002167342,0.0006392327,0.17614557,0.71297663,0.0010318999,0.0002362127,0.056299705],"study_design_scores_gemma":[0.00004277679,0.0019665966,0.22050436,0.000069256355,0.0001258153,0.0007817562,0.0022094925,0.38644513,0.38420355,0.0017976654,0.0017557595,0.00009784807],"about_ca_topic_score_codex":0.0017968947,"about_ca_topic_score_gemma":0.0034137277,"teacher_disagreement_score":0.0017968947,"about_ca_system_score_codex":0.00022843175,"about_ca_system_score_gemma":0.00023274518,"threshold_uncertainty_score":0.005620122},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00023892794,0.9986518,0.00031742168,0.00023380911,0.00009276084,0.000055959048,0.000096590964,0.0000059291146,0.00030677815],"genre_scores_gemma":[0.0017016331,0.9970776,0.0007686414,0.00017087233,0.0000473406,0.0000712889,0.000067004985,0.0000024489382,0.00009321389],"study_design_codex":"systematic_review","study_design_gemma":"systematic_review","domain_scores_codex":[0.997297,0.0008225141,0.000911341,0.00025673237,0.00064064795,0.00007175372],"domain_scores_gemma":[0.9877963,0.009197368,0.0013312078,0.00019619022,0.0013689678,0.000109893],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0050172326,0.0012436149,0.0030819585,0.008895622,0.00043201455,0.001840249,0.0012532681,0.0013568436,0.004194326],"category_scores_gemma":[0.01731543,0.0005396149,0.0038924613,0.008947489,0.00052608404,0.0020125867,0.0008513377,0.00096600025,0.0005796537],"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":[0.000093816096,0.000051255716,0.000442434,0.6569175,0.0018860186,0.00010941592,0.00017880075,0.00051854283,0.00040022758,0.0015203804,0.0053591165,0.33252245],"study_design_scores_gemma":[0.0000903187,0.0003661136,0.0041258135,0.7205955,0.01597485,0.0006476118,0.00032521636,0.00043353514,0.0007283512,0.0024315503,0.25420856,0.00007268359],"about_ca_topic_score_codex":0.0040095528,"about_ca_topic_score_gemma":0.011782445,"teacher_disagreement_score":0.008895622,"about_ca_system_score_codex":0.0014869269,"about_ca_system_score_gemma":0.008027027,"threshold_uncertainty_score":0.02653402},"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":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016526397,0.0052098874,0.040226728,0.000465477,0.0015347241,0.00015286943,0.00059576426,0.0014216759,0.9338664],"genre_scores_gemma":[0.018274289,0.002306433,0.011991166,0.000091755945,0.00009114719,0.000034470424,0.000318587,0.00019479459,0.96669734],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9999467,0.0000041712738,0.0000018223556,0.000007811135,0.00003336098,0.0000061246024],"domain_scores_gemma":[0.9999558,0.000008341967,0.00000451853,0.000007723753,0.00001481511,0.000008793673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004902145,0.0006709919,0.00013192216,0.000697655,0.00045469415,0.00085169985,0.00037390096,0.00062355824,0.06827801],"category_scores_gemma":[0.000106288906,0.00022223342,0.00020957174,0.00078986556,0.00018379193,0.00061548187,0.0004916185,0.00074965926,0.03130511],"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":[0.000068098416,0.00009419663,0.00042832945,0.00059827964,0.000004355313,0.0009987273,0.00048565536,0.00309544,0.043450497,0.05583615,0.2154454,0.67949486],"study_design_scores_gemma":[0.0000025282513,0.000053564523,0.00070134073,0.00009763792,0.0000031667435,0.0009236018,0.00008591588,0.00097511057,0.003370057,0.0017846568,0.99199545,0.000006995028],"about_ca_topic_score_codex":0.00086194725,"about_ca_topic_score_gemma":0.0038995615,"teacher_disagreement_score":0.06827801,"about_ca_system_score_codex":0.00029623994,"about_ca_system_score_gemma":0.00046444737,"threshold_uncertainty_score":0.22841269},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9867098,0.00008405701,0.009179095,0.000058837704,0.00001045005,0.000021919968,0.00024317714,0.0000902855,0.003602339],"genre_scores_gemma":[0.9971584,0.00007685735,0.0014188373,0.0000069632147,0.0000022707434,0.000021048716,0.000105720814,0.000011066641,0.0011988721],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999223,0.0000112189855,0.00000422789,0.000018141014,0.000015157733,0.00002907182],"domain_scores_gemma":[0.99990094,0.000025527552,0.00002269816,0.000009614296,0.000024924982,0.000016364953],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013597085,0.0006112287,0.00039008865,0.00044930278,0.0003224442,0.0006698546,0.00061053183,0.00084314187,0.0014979495],"category_scores_gemma":[0.0003060516,0.00027057124,0.00062454137,0.00026054017,0.00045345796,0.0003422768,0.00039424514,0.00036634362,0.00020036928],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051554813,0.00003828537,0.0038624264,0.000019461584,0.000010611133,0.00015916147,0.000024126115,0.98622537,0.0073888386,0.0005150211,0.00010154316,0.0016036474],"study_design_scores_gemma":[0.0000045663683,0.000029262143,0.0012671942,0.000002448218,0.000004571937,0.000010110421,0.000018215324,0.99795246,0.00055586273,0.00006528186,0.00008617766,0.0000037638802],"about_ca_topic_score_codex":0.027030751,"about_ca_topic_score_gemma":0.015291435,"teacher_disagreement_score":0.027030751,"about_ca_system_score_codex":0.0005374093,"about_ca_system_score_gemma":0.0007007352,"threshold_uncertainty_score":0.05374688},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99945897,0.00014162726,0.00013371557,0.000004655516,0.0000036471795,0.0000021403807,0.000020051342,0.0000050172403,0.00023005897],"genre_scores_gemma":[0.9992105,0.00013232527,0.00031528398,0.000007294455,0.0000017559362,0.0000027108947,0.000020749076,0.0000038421776,0.00030551234],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999858,0.000017285445,0.000008514497,0.000021840307,0.000054612927,0.000039755665],"domain_scores_gemma":[0.9997694,0.00003658425,0.00008159333,0.000009627821,0.000048848713,0.000053932472],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013424581,0.0003276899,0.00018849634,0.00024510105,0.0001944505,0.00025065066,0.00013346047,0.0001799053,0.00074870297],"category_scores_gemma":[0.00019737559,0.00014413446,0.0002483648,0.00012892607,0.00018456463,0.0001568504,0.00019344561,0.00026148208,0.00011801459],"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":[0.00010849813,0.000025461779,0.0007755609,0.000051759904,0.000007949358,0.00006701161,0.000025700738,0.00047017742,0.99730754,0.000014139902,0.000012320428,0.0011338752],"study_design_scores_gemma":[0.0000059923364,0.00079106196,0.009828828,0.000008230345,0.000029317262,0.00004677671,0.00010028526,0.0018444429,0.98695856,0.000009578832,0.0003679259,0.000009056618],"about_ca_topic_score_codex":0.0020482177,"about_ca_topic_score_gemma":0.0067074015,"teacher_disagreement_score":0.0020482177,"about_ca_system_score_codex":0.00016753402,"about_ca_system_score_gemma":0.00018529287,"threshold_uncertainty_score":0.004072547},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.955619,0.001375538,0.03331635,0.0003196022,0.000094370575,0.00001818365,0.00017226764,0.0002382759,0.008846347],"genre_scores_gemma":[0.99867636,0.00024209845,0.00039873493,0.000018840527,0.0000085037855,0.0000022944712,0.000023693643,0.000013558033,0.0006160125],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99986064,0.000033746335,0.0000087387,0.000029971907,0.000036161608,0.000030827945],"domain_scores_gemma":[0.99956626,0.00021297023,0.00006887373,0.000029631346,0.00009118197,0.000031159438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022484749,0.00038291854,0.0002611724,0.0003884677,0.0002052657,0.0005158972,0.00026461855,0.00057326054,0.0018943145],"category_scores_gemma":[0.0014855851,0.00019755632,0.0001390777,0.00026186506,0.0003312881,0.0006988485,0.0004950164,0.00020470453,0.00044774482],"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":[0.0008585051,0.0003297244,0.03875578,0.000415955,0.00008497989,0.002279666,0.0006176222,0.3640487,0.46593532,0.008690664,0.0012231522,0.11676006],"study_design_scores_gemma":[0.000056005767,0.00083827105,0.0729925,0.00013070801,0.0001220902,0.0009872029,0.00082647515,0.84506136,0.06552016,0.009555273,0.0038015754,0.00010840902],"about_ca_topic_score_codex":0.0008781051,"about_ca_topic_score_gemma":0.0008398444,"teacher_disagreement_score":0.0018943145,"about_ca_system_score_codex":0.00021289059,"about_ca_system_score_gemma":0.0002021728,"threshold_uncertainty_score":0.006337166},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98166806,0.00004856986,0.009267687,0.00011116945,0.000013808892,0.00000962403,0.000080562415,0.000091711,0.008708839],"genre_scores_gemma":[0.9983878,0.000017752776,0.00028244936,0.000005938558,0.0000020075622,0.0000031763173,0.00006082643,0.000008623708,0.0012314535],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998976,0.00002316831,0.0000043307614,0.000012644799,0.000028744691,0.000033528286],"domain_scores_gemma":[0.9996983,0.000089219415,0.000049854054,0.000022332035,0.00009181955,0.000048613067],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019384224,0.00023693034,0.0003443451,0.00048659946,0.00043057106,0.00046876218,0.00032349906,0.000681537,0.004044703],"category_scores_gemma":[0.00084408803,0.00018400217,0.00021936213,0.0003000331,0.00048515928,0.00032603176,0.00035961627,0.00028729034,0.0002559642],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005827658,0.00017300644,0.010272287,0.00009416043,0.00006437125,0.0009662149,0.0005114763,0.918565,0.039664093,0.016082471,0.0015742924,0.011449765],"study_design_scores_gemma":[0.00000999067,0.000058915426,0.00404341,0.0000042101124,0.000008539803,0.000051138843,0.00011095686,0.993483,0.0013034146,0.00076562905,0.00015299917,0.000007780713],"about_ca_topic_score_codex":0.0058114845,"about_ca_topic_score_gemma":0.0030541746,"teacher_disagreement_score":0.0058114845,"about_ca_system_score_codex":0.00035670496,"about_ca_system_score_gemma":0.0003591358,"threshold_uncertainty_score":0.01353091},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99860626,0.00031033048,0.00063257077,0.000010964138,0.0000073281444,0.000008573746,0.000042760243,0.0000096621425,0.00037157018],"genre_scores_gemma":[0.9982266,0.00020766388,0.0005937843,0.000008254049,0.0000016330048,0.0000047258104,0.000031669988,0.0000020913178,0.0009235418],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998696,0.000013280186,0.000010276029,0.000021843645,0.00005618347,0.000028872959],"domain_scores_gemma":[0.99983513,0.00003309177,0.000039594936,0.000010101008,0.000049755286,0.00003233056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021256586,0.00019829384,0.00015606478,0.00023274563,0.00012214722,0.00020226091,0.00015071723,0.00027444994,0.00089610217],"category_scores_gemma":[0.0002381949,0.00012061179,0.00027061097,0.00017734815,0.0001819371,0.00016158602,0.00019521701,0.00027163772,0.000094771545],"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":[0.00022463764,0.000036514608,0.0005047069,0.000090198184,0.000008777817,0.00003607,0.000022497497,0.0002850273,0.99684083,0.00001839005,0.00001308421,0.0019192565],"study_design_scores_gemma":[0.00000793041,0.00058264995,0.0060940445,0.0000066890834,0.000030052874,0.000028574745,0.000048141515,0.0010176287,0.99170774,0.000008851012,0.00046048698,0.000007289482],"about_ca_topic_score_codex":0.0014600022,"about_ca_topic_score_gemma":0.0047851535,"teacher_disagreement_score":0.0014600022,"about_ca_system_score_codex":0.00015891115,"about_ca_system_score_gemma":0.00023585769,"threshold_uncertainty_score":0.002997756},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995516,0.000012376351,0.00026358565,0.0000027536319,0.0000012930815,0.000007871675,0.000061234816,0.00001695274,0.00008230746],"genre_scores_gemma":[0.9989372,0.00002248156,0.00064710964,0.000004640199,0.0000011192567,0.000012396897,0.000107307955,0.0000060733532,0.00026176107],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997378,0.00004052327,0.000023189716,0.000047186622,0.00010137279,0.000049778395],"domain_scores_gemma":[0.99964654,0.00007635037,0.00007622632,0.000035819183,0.00009840225,0.00006658051],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036152577,0.0004926482,0.0003631597,0.00037419458,0.00029990554,0.00028484798,0.00032465183,0.00043032918,0.00064019096],"category_scores_gemma":[0.00039784407,0.00013610524,0.0003303703,0.00026532033,0.00033934676,0.00034711126,0.00042421726,0.0002733008,0.00015782886],"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":[0.00027730354,0.00019347001,0.0050288853,0.000055045693,0.000017063747,0.00015784962,0.0000938755,0.0022820027,0.9893959,0.00003135476,0.000029348856,0.0024378567],"study_design_scores_gemma":[0.000024361685,0.004280836,0.02991085,0.00000871788,0.000039222774,0.00008696096,0.00021989574,0.003521217,0.96143997,0.00002258048,0.00042267985,0.000022708195],"about_ca_topic_score_codex":0.0016308235,"about_ca_topic_score_gemma":0.0031276941,"teacher_disagreement_score":0.0016308235,"about_ca_system_score_codex":0.0003019106,"about_ca_system_score_gemma":0.00026373068,"threshold_uncertainty_score":0.0032426715},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990043,0.00003386774,0.000710903,0.000008265879,0.0000060264147,0.000010743513,0.00004050802,0.000010996022,0.00017436006],"genre_scores_gemma":[0.99895453,0.000034293826,0.0005860912,0.000014356949,0.000003344781,0.000011960908,0.000068044596,0.0000028472543,0.00032452878],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987936,0.00002613547,0.000008491753,0.00002831967,0.000028201486,0.000029487393],"domain_scores_gemma":[0.9997086,0.0001119268,0.00005714089,0.000032481137,0.000050202812,0.000039669292],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021807088,0.0002528206,0.00015730181,0.00011452946,0.00014685413,0.000177372,0.00024501156,0.00029347074,0.0015186078],"category_scores_gemma":[0.0004234857,0.000108102744,0.00023425081,0.00008236581,0.0002478132,0.00015472324,0.00015256541,0.00022666075,0.0001421144],"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":[0.0006860112,0.00045720517,0.00085559645,0.000022483126,0.000008191645,0.000023260525,0.000021860664,0.00069606275,0.9955505,0.000018994648,0.000025013038,0.0016348946],"study_design_scores_gemma":[0.00013488665,0.02401103,0.017618518,0.000003682238,0.000048986967,0.000080371385,0.000101594494,0.0057153557,0.9519705,0.000042597447,0.000259806,0.000012537131],"about_ca_topic_score_codex":0.00079954206,"about_ca_topic_score_gemma":0.0010027665,"teacher_disagreement_score":0.0015186078,"about_ca_system_score_codex":0.00017003235,"about_ca_system_score_gemma":0.00016675451,"threshold_uncertainty_score":0.005080223},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90622103,0.00028031663,0.077664316,0.00019033438,0.00007216897,0.000058134247,0.00022578661,0.0002257726,0.015062041],"genre_scores_gemma":[0.99497104,0.00009226721,0.0020097939,0.000013487662,0.000006687334,0.000020879403,0.00004880146,0.000022623866,0.0028145239],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998809,0.00002759947,0.000008092212,0.000021759268,0.000026696496,0.00003491989],"domain_scores_gemma":[0.9997639,0.00008890513,0.000050752606,0.000019305558,0.000042736025,0.00003431585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018461936,0.0005511929,0.0006651252,0.00047449052,0.00052120513,0.0009838523,0.0010394047,0.0018588956,0.0026173177],"category_scores_gemma":[0.0005458369,0.000521558,0.0008658276,0.0004619677,0.000925899,0.0006257876,0.00069997495,0.0004599967,0.00022465787],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018249724,0.000018142326,0.0005616772,0.000015848907,0.000011545676,0.00016568562,0.000022919137,0.99577206,0.0018481109,0.0008061384,0.00004169117,0.00071789237],"study_design_scores_gemma":[0.000005134061,0.0000140602,0.0003594569,0.0000032353541,0.0000062059316,0.000016067852,0.00002638224,0.99902165,0.00025218262,0.00023191333,0.000059782265,0.000003913155],"about_ca_topic_score_codex":0.018276868,"about_ca_topic_score_gemma":0.011753792,"teacher_disagreement_score":0.018276868,"about_ca_system_score_codex":0.0006598762,"about_ca_system_score_gemma":0.00096387096,"threshold_uncertainty_score":0.036340952},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49901074,0.00023255542,0.49100742,0.00006636652,0.000019778448,0.00010161426,0.00007114381,0.0003535596,0.009136854],"genre_scores_gemma":[0.98656255,0.000051555966,0.012568052,0.000004632883,0.0000019500671,0.000028236818,0.0000179117,0.000011699834,0.0007533783],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998149,0.00004247474,0.000007816112,0.00003110341,0.00006403887,0.000039696977],"domain_scores_gemma":[0.99970204,0.000051726627,0.00012393907,0.000020777585,0.00007521803,0.000026237913],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029633686,0.0005007297,0.00029846482,0.00041801433,0.00015253399,0.00035028163,0.0006110496,0.00034826493,0.00089745177],"category_scores_gemma":[0.00065668725,0.00026898607,0.00028073293,0.00013889032,0.00034372474,0.00024480492,0.00031366549,0.0002487952,0.00019513941],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000069346526,0.000021812863,0.00061319314,0.00004083064,0.000011054716,0.00015621638,0.000045097197,0.9520847,0.031964395,0.0022055015,0.00008850063,0.012699346],"study_design_scores_gemma":[0.000017859424,0.00044176143,0.0010771758,0.000018573539,0.000019988222,0.00006444424,0.000034268145,0.9869561,0.009126501,0.0012603223,0.00096975645,0.000013195618],"about_ca_topic_score_codex":0.0017534856,"about_ca_topic_score_gemma":0.0019777713,"teacher_disagreement_score":0.0017534856,"about_ca_system_score_codex":0.0003743127,"about_ca_system_score_gemma":0.0005617592,"threshold_uncertainty_score":0.0034866333},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08318983,0.00016881933,0.911955,0.000060381357,0.000021796013,0.000072119896,0.00009494557,0.00016951191,0.0042676604],"genre_scores_gemma":[0.80135715,0.000320718,0.19365005,0.000044352695,0.000015975256,0.000224917,0.00014270455,0.000071587325,0.0041726064],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998272,0.00003979215,0.000008721324,0.000021341595,0.00007759255,0.000025337875],"domain_scores_gemma":[0.9997527,0.00012020828,0.00003817551,0.000028359185,0.000044727647,0.000015872512],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003018176,0.00057411136,0.0005710478,0.0007670764,0.00023589502,0.0005366944,0.0010013054,0.0012177078,0.0012469117],"category_scores_gemma":[0.00068837736,0.0003611255,0.00061272393,0.00045918504,0.00068375515,0.00046111393,0.0007369129,0.00040637143,0.0003813717],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026830365,0.000033205666,0.0011445887,0.00009426823,0.000026142814,0.00017818765,0.00010872,0.9590099,0.020513486,0.004749573,0.000093700335,0.014021413],"study_design_scores_gemma":[0.0000016259905,0.000017688912,0.00022482451,0.000007974287,0.0000029514515,0.000029175879,0.000025905083,0.99794227,0.0008967682,0.00050714245,0.0003384287,0.000005186256],"about_ca_topic_score_codex":0.0029227007,"about_ca_topic_score_gemma":0.0034869697,"teacher_disagreement_score":0.0029227007,"about_ca_system_score_codex":0.00028080388,"about_ca_system_score_gemma":0.00062904746,"threshold_uncertainty_score":0.0058113933},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9503742,0.000098980294,0.04421648,0.000084686006,0.000027771825,0.000033600674,0.00032704565,0.00020382552,0.004633339],"genre_scores_gemma":[0.99583626,0.00005005836,0.0029534674,0.000009499031,0.0000032133871,0.000027809538,0.000077381286,0.000017417524,0.0010248857],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988425,0.000027533839,0.000009129361,0.000026844407,0.000023869809,0.000028331828],"domain_scores_gemma":[0.99973637,0.00012650764,0.00005523574,0.00002648749,0.000036826183,0.000018652581],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020804768,0.00042482044,0.0004658046,0.0003341174,0.0002795548,0.00067744625,0.0005306893,0.0009854875,0.0011969365],"category_scores_gemma":[0.00066391873,0.00030958612,0.00043550038,0.0003089519,0.0006449958,0.0005376983,0.00046422167,0.00035482398,0.0001455021],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002027396,0.000018724064,0.0014556375,0.00001541303,0.0000067281326,0.00004107907,0.00002749688,0.992591,0.004443756,0.00028775717,0.000025798947,0.0010663625],"study_design_scores_gemma":[0.0000032524777,0.000009967019,0.00059096125,0.000002500057,0.0000022177433,0.0000062082586,0.000014666561,0.99828076,0.00091524463,0.000106547806,0.000064131935,0.0000035293897],"about_ca_topic_score_codex":0.008628941,"about_ca_topic_score_gemma":0.0052279634,"teacher_disagreement_score":0.008628941,"about_ca_system_score_codex":0.0004405685,"about_ca_system_score_gemma":0.0005454526,"threshold_uncertainty_score":0.017157435},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010544223,0.00014189615,0.9815353,0.000055596058,0.00007744452,0.000038598137,0.00003439688,0.00046229706,0.0071102614],"genre_scores_gemma":[0.3317217,0.0006366076,0.6513642,0.00007045962,0.000074522526,0.0002499091,0.00016193993,0.000595552,0.015125083],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99952745,0.00011968389,0.000019932824,0.00005587559,0.0002567193,0.000020311954],"domain_scores_gemma":[0.9991611,0.0004580951,0.000044653458,0.00015240368,0.0001718771,0.000011888577],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000538987,0.0005616321,0.00031680637,0.0003649846,0.00033748744,0.0007481146,0.0011208,0.00055355235,0.0019209124],"category_scores_gemma":[0.003276195,0.00046607465,0.0003841062,0.00032021766,0.0006383224,0.00087000796,0.0007086985,0.000766506,0.0006285836],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055456327,0.00009890345,0.00071030617,0.00013274107,0.000016225393,0.0000663183,0.00016890858,0.73398656,0.048718218,0.049280576,0.002453017,0.16431281],"study_design_scores_gemma":[0.0000064142314,0.000022983657,0.00023399683,0.00001227126,0.0000055388596,0.000033707063,0.00001941511,0.9775898,0.011878106,0.0058941497,0.004294101,0.000009508755],"about_ca_topic_score_codex":0.0012648996,"about_ca_topic_score_gemma":0.0015177564,"teacher_disagreement_score":0.0019209124,"about_ca_system_score_codex":0.000467013,"about_ca_system_score_gemma":0.0005290837,"threshold_uncertainty_score":0.006426096},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976192,0.00003745119,0.001592605,0.000028989594,0.000018850222,0.000012388784,0.00003651831,0.00003635319,0.00061750057],"genre_scores_gemma":[0.9981213,0.000027429935,0.001035304,0.000008725245,0.0000029870773,0.0000058342475,0.000061963045,0.000008493217,0.00072794926],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99934345,0.0001051471,0.000035744044,0.00005180482,0.00036129722,0.00010249756],"domain_scores_gemma":[0.99883825,0.0002497263,0.00011216815,0.00014665413,0.0005251902,0.00012805364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006251149,0.00035523332,0.00032116362,0.00051393005,0.0005226068,0.00031167868,0.00046742804,0.000740434,0.001884763],"category_scores_gemma":[0.0013830976,0.00025895005,0.00031589947,0.00030679567,0.00039164338,0.0004479032,0.00042315948,0.00035849062,0.00035519947],"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":[0.0017827855,0.0003804436,0.016180014,0.00013526097,0.000041683,0.0006876591,0.00045971514,0.010145584,0.93873936,0.0007278143,0.0010311631,0.029688526],"study_design_scores_gemma":[0.00022228424,0.013863129,0.14538,0.000063558946,0.00011706545,0.0007272302,0.0009649936,0.06175376,0.7719689,0.0002831775,0.004560458,0.00009545533],"about_ca_topic_score_codex":0.0011297615,"about_ca_topic_score_gemma":0.0034324392,"teacher_disagreement_score":0.001884763,"about_ca_system_score_codex":0.00031506392,"about_ca_system_score_gemma":0.0004066167,"threshold_uncertainty_score":0.006305158},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9729868,0.000732066,0.024699798,0.000035389916,0.000015502255,0.00010742407,0.00038283278,0.00016176398,0.000878434],"genre_scores_gemma":[0.98824036,0.00046775435,0.01006219,0.000016737944,0.000004839847,0.000045068366,0.00030306695,0.000045708726,0.0008142814],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99890983,0.00020470607,0.0001238163,0.00017355675,0.000491583,0.00009652676],"domain_scores_gemma":[0.9967501,0.0010884503,0.00071688526,0.00027414845,0.0010608531,0.00010959189],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010770453,0.00067355664,0.000357528,0.00092509045,0.0002248209,0.00036849652,0.00036622086,0.00038757862,0.0014248875],"category_scores_gemma":[0.0030907409,0.0002362865,0.00036769838,0.00096351973,0.00039316306,0.0003544514,0.0005610176,0.00034365724,0.00024284705],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034832512,0.00006959971,0.007449487,0.00018059455,0.0000205239,0.00018023408,0.0002934547,0.0017198673,0.97275394,0.000056059504,0.000061008435,0.016866816],"study_design_scores_gemma":[0.00002173906,0.0026514998,0.08443278,0.000039509945,0.000067687884,0.00043788174,0.0002753391,0.0065785386,0.9041357,0.00013042505,0.0011820169,0.000046832047],"about_ca_topic_score_codex":0.0016412766,"about_ca_topic_score_gemma":0.0034341817,"teacher_disagreement_score":0.9983587,"about_ca_system_score_codex":0.00017527449,"about_ca_system_score_gemma":0.00016080074,"threshold_uncertainty_score":0.0056959987},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985837,0.000069795504,0.00091875857,0.0000059831236,0.0000039274523,0.00000799396,0.00005629458,0.000014652583,0.00033890063],"genre_scores_gemma":[0.9990578,0.00004946944,0.00046537298,0.0000012690399,0.0000011077738,0.0000048476286,0.000035619476,0.0000024427277,0.0003820838],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997377,0.000027566923,0.0000154929,0.00004082322,0.00013812608,0.000040331302],"domain_scores_gemma":[0.9995307,0.00015621283,0.00012229019,0.00005902288,0.00009022774,0.000041679028],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003844302,0.0003810748,0.0003870896,0.0004092357,0.00014804739,0.00018545885,0.00050107564,0.0004000781,0.0013396956],"category_scores_gemma":[0.0007056315,0.00014101184,0.00024633593,0.00032147882,0.00035487287,0.0002844542,0.00028106663,0.0001830708,0.00018323795],"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":[0.00054238294,0.00018338504,0.0044967085,0.0001996272,0.000022599734,0.00033421288,0.00019542545,0.018383533,0.9671736,0.0001353107,0.000059050162,0.00827413],"study_design_scores_gemma":[0.000025291563,0.0030225238,0.017927095,0.000016091788,0.000056340967,0.00021212606,0.00021975566,0.036942255,0.9404399,0.00007641347,0.0010337583,0.000028321587],"about_ca_topic_score_codex":0.0005672624,"about_ca_topic_score_gemma":0.0008701033,"teacher_disagreement_score":0.0013396956,"about_ca_system_score_codex":0.00013879631,"about_ca_system_score_gemma":0.00010925679,"threshold_uncertainty_score":0.004481733},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000212489,0.9981982,0.00034312962,0.0001516262,0.000080178404,0.000017068409,0.00004419127,0.000007373736,0.00094580837],"genre_scores_gemma":[0.0015399351,0.9971004,0.0007308544,0.000067095476,0.000042689495,0.000011446237,0.000046425397,0.0000030427896,0.0004581568],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985832,0.00012651595,0.00020555804,0.00019903922,0.00080756855,0.00007813279],"domain_scores_gemma":[0.9969168,0.00087358267,0.00038130165,0.00006931382,0.0016413733,0.00011778563],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0026576298,0.0019922727,0.0021928737,0.010417925,0.00092573673,0.0014756143,0.0024910532,0.0014793094,0.0027448914],"category_scores_gemma":[0.002974891,0.0007508,0.0013323659,0.0086863795,0.0014492659,0.001645806,0.0008023091,0.0012651809,0.00077701645],"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":[0.000064042506,0.00012395573,0.00065094314,0.039878163,0.00013719732,0.000113384056,0.0001765416,0.0011201757,0.0014452228,0.0025568933,0.0105191795,0.94321436],"study_design_scores_gemma":[0.00001848912,0.0002662884,0.00780776,0.022501238,0.0007413842,0.0009010723,0.00033785103,0.0006334254,0.0025961066,0.0012184696,0.962843,0.00013492574],"about_ca_topic_score_codex":0.2165992,"about_ca_topic_score_gemma":0.27075028,"teacher_disagreement_score":0.7834008,"about_ca_system_score_codex":0.0055717686,"about_ca_system_score_gemma":0.012500525,"threshold_uncertainty_score":0.43067688},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9950637,0.00004502597,0.0025543673,0.00003231515,0.000014750181,0.0000051891902,0.00011190285,0.000078079895,0.002094715],"genre_scores_gemma":[0.9993425,0.000014764892,0.00012251709,0.000002422969,0.000001296065,0.0000015151999,0.000039877985,0.0000040897057,0.00047109637],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974555,0.000044271717,0.000010070163,0.00004082588,0.00004056546,0.00011886295],"domain_scores_gemma":[0.999271,0.00026388437,0.00008152777,0.000057036403,0.00015077909,0.000175778],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003702325,0.0006900175,0.00078312226,0.0004374224,0.00039529018,0.0008514954,0.0007920223,0.001383159,0.0039968733],"category_scores_gemma":[0.001110526,0.00032477287,0.0005309785,0.00047992106,0.00069925986,0.00049924257,0.0006735727,0.00041110555,0.00068138767],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0044382107,0.00025773194,0.0060589374,0.00016352173,0.00009610077,0.001177672,0.00014915569,0.9457805,0.032320466,0.0007827022,0.0005126391,0.008262309],"study_design_scores_gemma":[0.00010357683,0.0017844543,0.014241388,0.000038614977,0.00017073382,0.00015116892,0.0005096959,0.96560264,0.016766747,0.00032768765,0.00024689807,0.000056466153],"about_ca_topic_score_codex":0.00528385,"about_ca_topic_score_gemma":0.0028844941,"teacher_disagreement_score":0.00528385,"about_ca_system_score_codex":0.00040581706,"about_ca_system_score_gemma":0.0005327366,"threshold_uncertainty_score":0.013370872},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993179,0.00015918023,0.00019045566,0.000004977398,0.000003275983,0.0000046472387,0.00005436316,0.000004824158,0.00026043179],"genre_scores_gemma":[0.99865305,0.00018057812,0.00042132498,0.0000095300975,0.0000017950139,0.0000055377445,0.00009031133,0.0000035027185,0.00063434575],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999311,0.0000070552096,0.0000064824353,0.0000143252,0.000027298189,0.000013747221],"domain_scores_gemma":[0.9998568,0.000025638949,0.00003459448,0.000008536985,0.000046582998,0.00002777863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000117349926,0.00023202797,0.00020530014,0.00028437938,0.0001518638,0.00014071258,0.000111837755,0.00016002374,0.0007621679],"category_scores_gemma":[0.00016180618,0.00010799878,0.00019710476,0.0002495288,0.00014678777,0.00014330646,0.00009620373,0.00025550145,0.0000792044],"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":[0.00013458676,0.000028008948,0.0016257176,0.000046905938,0.00000901872,0.00007325748,0.000058851463,0.00013343348,0.99602157,0.000012350203,0.000009952992,0.0018463312],"study_design_scores_gemma":[0.000006690795,0.00087238674,0.04759426,0.000008835388,0.00004348524,0.00010247085,0.0002167207,0.0008306755,0.9495308,0.000016399088,0.00076552824,0.000011733096],"about_ca_topic_score_codex":0.001691824,"about_ca_topic_score_gemma":0.0034608622,"teacher_disagreement_score":0.001691824,"about_ca_system_score_codex":0.00009259915,"about_ca_system_score_gemma":0.0001021174,"threshold_uncertainty_score":0.003363967},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9089188,0.00038718496,0.07030453,0.00008003657,0.000026093456,0.000057884576,0.0003808185,0.00043974046,0.019404845],"genre_scores_gemma":[0.98928946,0.0001599501,0.0071636816,0.0000064114224,0.0000016130824,0.000025018755,0.00014308997,0.000013719545,0.0031970104],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998956,0.000019251305,0.0000066062867,0.000012851215,0.000049651168,0.000016011925],"domain_scores_gemma":[0.99981326,0.000093279064,0.000022124472,0.000018539924,0.000043860422,0.000008886497],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021629436,0.0003782488,0.0003964119,0.0005329476,0.00025369858,0.0005271866,0.0005436507,0.00081552716,0.0016020164],"category_scores_gemma":[0.0003506877,0.00018227517,0.00040894287,0.00041489513,0.00026028545,0.00026649746,0.0002436539,0.0001497627,0.0003862644],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012460693,0.000058138077,0.0027251525,0.00012839526,0.000013636466,0.00019103033,0.000106956766,0.9497469,0.029518189,0.00096103235,0.00031612185,0.016109841],"study_design_scores_gemma":[0.0000037902037,0.000108245105,0.001613933,0.000017878157,0.000011928061,0.00003944191,0.00006500311,0.9893981,0.0079795765,0.00012618679,0.0006242257,0.000011729423],"about_ca_topic_score_codex":0.004888037,"about_ca_topic_score_gemma":0.0053768177,"teacher_disagreement_score":0.004888037,"about_ca_system_score_codex":0.00028838695,"about_ca_system_score_gemma":0.000306091,"threshold_uncertainty_score":0.009719133},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99858785,0.000052300373,0.00087908533,0.0000116635265,0.000010939109,0.00003421807,0.00012972012,0.00002780042,0.0002665484],"genre_scores_gemma":[0.99601907,0.00011356152,0.0028517568,0.000027542916,0.000008360243,0.000040978954,0.00022577232,0.000009319484,0.0007037054],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995913,0.000051116673,0.000023946435,0.00010607784,0.00013440197,0.00009314264],"domain_scores_gemma":[0.9990532,0.00025340906,0.0001544185,0.00007159574,0.00030300472,0.00016431812],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043641718,0.0007223189,0.00061476335,0.0004208664,0.0004334019,0.00029507556,0.00063319696,0.00057312555,0.000769807],"category_scores_gemma":[0.0005295804,0.00029834532,0.00047262775,0.0002900411,0.00044104434,0.00047289365,0.00037440564,0.0005649751,0.0001602427],"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":[0.0014922481,0.0012379156,0.018788083,0.0006575733,0.000059073387,0.0010993367,0.00053577626,0.0040676803,0.95842993,0.00006241917,0.00023143612,0.013338466],"study_design_scores_gemma":[0.00022062905,0.05062012,0.23379259,0.000104398634,0.00026641067,0.0008982554,0.0027051135,0.010377248,0.6971901,0.00017647109,0.0035067312,0.00014192729],"about_ca_topic_score_codex":0.0020557714,"about_ca_topic_score_gemma":0.007350797,"teacher_disagreement_score":0.0020557714,"about_ca_system_score_codex":0.00029068446,"about_ca_system_score_gemma":0.00036824596,"threshold_uncertainty_score":0.0040875673},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8430046,0.00075153005,0.15148348,0.00010262313,0.000027675378,0.00006623434,0.00006450619,0.00012201334,0.004377274],"genre_scores_gemma":[0.99292445,0.00020837261,0.005914437,0.000005449206,0.000002249522,0.00002026109,0.000019076238,0.0000041849107,0.00090143806],"study_design_codex":"bench_or_experimental","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998921,0.000015896494,0.000005696677,0.00002043587,0.000045786946,0.000020018331],"domain_scores_gemma":[0.9999492,0.000016867898,0.000012385739,0.000006940247,0.000010221056,0.0000043187024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020964607,0.0002343319,0.00027368384,0.0002517356,0.00018471779,0.0005085473,0.00042835748,0.00044288544,0.00079901045],"category_scores_gemma":[0.00025139307,0.00015278159,0.00043041183,0.00024417645,0.00034452704,0.00059807685,0.00031347087,0.00020180437,0.0001459455],"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":[0.0004802931,0.00023926678,0.0042024497,0.0004798197,0.00002565378,0.00044094768,0.00016055325,0.2619479,0.64120245,0.016059292,0.00029076167,0.07447067],"study_design_scores_gemma":[0.000025488476,0.00065829937,0.0026053,0.000024235303,0.000031381576,0.00012246586,0.00006820849,0.6792237,0.31326634,0.0018288973,0.002123006,0.000022647166],"about_ca_topic_score_codex":0.00082341244,"about_ca_topic_score_gemma":0.0012095498,"teacher_disagreement_score":0.00082341244,"about_ca_system_score_codex":0.00037971744,"about_ca_system_score_gemma":0.000297645,"threshold_uncertainty_score":0.0027549863},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984884,0.00014406985,0.000851689,0.000006750998,0.0000086433165,0.000008034635,0.00006658665,0.000014519323,0.00041106905],"genre_scores_gemma":[0.99886084,0.00009604126,0.0006132161,0.000011315708,0.000001831841,0.000007960038,0.0000545285,0.00000850118,0.0003457546],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987304,0.000009301525,0.000008280099,0.000029365805,0.000052789637,0.000027191894],"domain_scores_gemma":[0.99973696,0.000056059136,0.00007339034,0.00002285902,0.00007732399,0.000033316282],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020226903,0.00031758327,0.00020564925,0.0001791849,0.00017424137,0.0001863796,0.00014391515,0.00021734374,0.0011947874],"category_scores_gemma":[0.00030566496,0.00014939984,0.00017797628,0.00015803004,0.0002456272,0.00026710183,0.0001643189,0.0003048184,0.00013098183],"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":[0.0000888887,0.000018912235,0.0014502291,0.000041768424,0.0000064652945,0.000057581306,0.000048039645,0.0005106155,0.9964581,0.000016124923,0.000014719848,0.001288602],"study_design_scores_gemma":[0.0000032013397,0.00037703433,0.029010212,0.0000058347086,0.000014624835,0.00009021677,0.00017185025,0.0019889262,0.96791714,0.0000231847,0.00038745083,0.000010257895],"about_ca_topic_score_codex":0.000776741,"about_ca_topic_score_gemma":0.0022626065,"teacher_disagreement_score":0.0011947874,"about_ca_system_score_codex":0.00015955477,"about_ca_system_score_gemma":0.00012169926,"threshold_uncertainty_score":0.0039969087},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013345372,0.00031276903,0.96279275,0.00023259253,0.00007144454,0.000119012206,0.00019411476,0.0007194782,0.022212569],"genre_scores_gemma":[0.6362435,0.0015994349,0.31354243,0.00021637855,0.000095226584,0.0009963214,0.0005243905,0.00080260856,0.045979656],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99961984,0.00006191538,0.000021356795,0.00003742112,0.00021440496,0.000045101096],"domain_scores_gemma":[0.9993767,0.00028983242,0.00008926305,0.000043464603,0.00017650856,0.00002423714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005704606,0.00084302906,0.0008881794,0.00079188455,0.00089733343,0.0012131926,0.0018010391,0.0016680055,0.0075361063],"category_scores_gemma":[0.0019522541,0.00077551184,0.00077379844,0.0008804364,0.00073131797,0.0011603953,0.0006415613,0.0009938685,0.0020200692],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006916028,0.00001789,0.00017376307,0.00004398441,0.0000035709606,0.00004580106,0.00004863994,0.982749,0.0014102502,0.00852404,0.0003953021,0.006580808],"study_design_scores_gemma":[0.0000027241024,0.000006049573,0.000043744672,0.000007610904,0.0000016844747,0.000012060409,0.0000142015315,0.9967458,0.00035905692,0.0014144594,0.0013872858,0.000005317591],"about_ca_topic_score_codex":0.014241591,"about_ca_topic_score_gemma":0.013196015,"teacher_disagreement_score":0.014241591,"about_ca_system_score_codex":0.0014547318,"about_ca_system_score_gemma":0.0018540678,"threshold_uncertainty_score":0.028317332},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.023746831,0.0007519191,0.9652928,0.0009824131,0.000033760898,0.00003648113,0.000117754775,0.00008831031,0.008949811],"genre_scores_gemma":[0.903371,0.0022919541,0.080074936,0.00024674737,0.00026652336,0.0002600216,0.00030727306,0.00016343538,0.013018127],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988218,0.00045534642,0.000044185697,0.00014994045,0.00039425763,0.00013449178],"domain_scores_gemma":[0.9934,0.0047825123,0.00096103025,0.00015254378,0.000565956,0.0001380307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0039776126,0.0006958181,0.00090156234,0.0014730794,0.0007547087,0.0011079394,0.001197263,0.001337861,0.0039426754],"category_scores_gemma":[0.009836583,0.0006719646,0.0013708612,0.00081949274,0.0019100587,0.0017998737,0.0016091473,0.0013946148,0.00022327369],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019578007,0.000014303797,0.0006601843,0.00008453776,0.000023611194,0.00008883543,0.00006055867,0.7962733,0.00058077497,0.19686818,0.0006789892,0.0046471874],"study_design_scores_gemma":[0.0000054919897,0.000018745051,0.00028146006,0.000018232324,0.000009993939,0.0000502459,0.000026223766,0.89827603,0.00019808815,0.100119986,0.0009835713,0.000012013101],"about_ca_topic_score_codex":0.0041321153,"about_ca_topic_score_gemma":0.0034237877,"teacher_disagreement_score":0.0041321153,"about_ca_system_score_codex":0.0012608699,"about_ca_system_score_gemma":0.0013598546,"threshold_uncertainty_score":0.02103585},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987853,0.00012826869,0.00081191165,0.0000059520717,0.000005817198,0.0000049984565,0.00004167568,0.000013570146,0.00020250886],"genre_scores_gemma":[0.9988832,0.000084893516,0.0005684355,0.00000987944,0.0000020338825,0.0000065422405,0.000063884385,0.0000058102055,0.00037533042],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960595,0.00004726849,0.000036839254,0.00005503474,0.00017618875,0.00007866014],"domain_scores_gemma":[0.99897695,0.00023977648,0.00029614373,0.000063128275,0.00029353832,0.00013045898],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044218768,0.00044336906,0.0002879438,0.00052512763,0.00022578416,0.00030794585,0.00020080859,0.00037619704,0.001048293],"category_scores_gemma":[0.0011433536,0.0001527178,0.00026425422,0.0004434416,0.00029254414,0.0005114977,0.0002713874,0.0002769967,0.00015140444],"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":[0.0006216459,0.000052312073,0.003051789,0.00008179938,0.000017436732,0.0001883205,0.00016002898,0.0010852952,0.9885521,0.000055928496,0.000037977785,0.0060953703],"study_design_scores_gemma":[0.0000114076065,0.00164174,0.04045107,0.00001573094,0.000030317004,0.00016453647,0.000247113,0.0028490922,0.95401216,0.00004404284,0.0005105521,0.000022287622],"about_ca_topic_score_codex":0.0008802385,"about_ca_topic_score_gemma":0.0016056349,"teacher_disagreement_score":0.001048293,"about_ca_system_score_codex":0.00020360007,"about_ca_system_score_gemma":0.00013232659,"threshold_uncertainty_score":0.0035068989},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98700744,0.0003122174,0.008784725,0.000093010705,0.000022672606,0.000027026104,0.00010048802,0.000055932513,0.0035964206],"genre_scores_gemma":[0.9969748,0.00015510146,0.0020317743,0.0000047371827,0.0000019642314,0.000013690247,0.000027715154,0.000004475965,0.000785569],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991906,0.00001813338,0.000005969703,0.000012340069,0.000023019307,0.000021489242],"domain_scores_gemma":[0.9998388,0.00006371145,0.000038497357,0.000013728948,0.00003142039,0.000013753453],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021660744,0.00037147026,0.00038759987,0.0005250248,0.00027622058,0.0006092269,0.00043237073,0.0006836447,0.00091234903],"category_scores_gemma":[0.0005012364,0.00018557382,0.00042321713,0.0003512507,0.00054174557,0.00030544645,0.00039491826,0.000263346,0.000107136446],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008444515,0.00008538111,0.003287876,0.00008331477,0.000020063833,0.00020216116,0.000042981024,0.97085,0.02001536,0.0010704421,0.00009764228,0.0041602943],"study_design_scores_gemma":[0.000007612151,0.0000782353,0.00088741747,0.0000067020987,0.000009944263,0.000012602705,0.000040910956,0.9953949,0.0032934635,0.00010388362,0.00015892564,0.0000053927397],"about_ca_topic_score_codex":0.013130235,"about_ca_topic_score_gemma":0.010871011,"teacher_disagreement_score":0.013130235,"about_ca_system_score_codex":0.00048387307,"about_ca_system_score_gemma":0.0005415884,"threshold_uncertainty_score":0.026107669},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99706024,0.00033652797,0.0004415771,0.000004813402,0.0000049332148,0.000004654106,0.00023675985,0.000022109723,0.0018883182],"genre_scores_gemma":[0.99054784,0.00020952962,0.00036481224,0.0000053290864,0.0000018793274,0.0000030096796,0.0005080562,0.000015307418,0.008344208],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99994147,0.0000033674714,0.0000027527599,0.000010678925,0.000031951662,0.000009761448],"domain_scores_gemma":[0.9999043,0.000016751988,0.000020136868,0.000014572061,0.000029191648,0.000015010359],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013295581,0.00013492868,0.0001476525,0.00049901725,0.00016279724,0.0002685781,0.0002325644,0.00017503099,0.001345731],"category_scores_gemma":[0.0001686193,0.00006977083,0.00010157703,0.00036197944,0.00016398128,0.00018663623,0.00017733987,0.00013900147,0.00041589933],"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":[0.00036500648,0.00008909936,0.03781201,0.0001658327,0.00002028685,0.0014877904,0.0009958373,0.0025882898,0.8965991,0.00020600928,0.00036390257,0.059306793],"study_design_scores_gemma":[0.0000057273523,0.0015672388,0.5574194,0.000045981633,0.00005704292,0.0017290317,0.0009491861,0.0026866598,0.42576113,0.00017168856,0.009577896,0.000029001196],"about_ca_topic_score_codex":0.001565089,"about_ca_topic_score_gemma":0.004802377,"teacher_disagreement_score":0.001565089,"about_ca_system_score_codex":0.00018236991,"about_ca_system_score_gemma":0.00010120055,"threshold_uncertainty_score":0.004501879},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75077385,0.0010878372,0.19915308,0.00022455041,0.00011323238,0.00011622202,0.0009394168,0.0005850632,0.047006767],"genre_scores_gemma":[0.9434384,0.00071799866,0.026800051,0.000035195662,0.000019776462,0.00016888989,0.00047468307,0.00014509553,0.02819989],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992514,0.000018794788,0.0000041034077,0.000012637843,0.000029114492,0.000010248794],"domain_scores_gemma":[0.9999107,0.000039348946,0.000015614061,0.000011379325,0.000016365284,0.0000065492827],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000125082,0.00036422253,0.00030691273,0.00025639677,0.00022137565,0.00063650357,0.00071907375,0.0009926797,0.0020801618],"category_scores_gemma":[0.0002504918,0.00025694567,0.0003686905,0.0002971964,0.000424044,0.00043506306,0.00029266466,0.00033291677,0.00063418713],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018169896,0.00003142457,0.0005582407,0.000038093964,0.000006483868,0.00007411886,0.000031637435,0.98257035,0.010761161,0.000986922,0.00016197201,0.004761399],"study_design_scores_gemma":[0.0000021045141,0.000022640077,0.000545183,0.000007187386,0.0000026975379,0.00002245132,0.000013646703,0.9964934,0.0018047662,0.00021052973,0.0008707896,0.0000046092364],"about_ca_topic_score_codex":0.0034283248,"about_ca_topic_score_gemma":0.0036380705,"teacher_disagreement_score":0.0034283248,"about_ca_system_score_codex":0.0003703767,"about_ca_system_score_gemma":0.00035145067,"threshold_uncertainty_score":0.0069588423},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008061867,0.00006540087,0.988468,0.000039310886,0.0000072276994,0.000011585242,0.000015509719,0.00015584883,0.0031751664],"genre_scores_gemma":[0.6788587,0.00034790387,0.31452635,0.00004899895,0.000027908964,0.00018195163,0.000107518266,0.00024809482,0.005652539],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999143,0.00025749498,0.000030465595,0.000080424994,0.0004466758,0.000041950003],"domain_scores_gemma":[0.9992448,0.00032161953,0.000112842674,0.000098721976,0.00020538198,0.000016673132],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012972072,0.0005388162,0.00041025912,0.0005390661,0.00019812374,0.000844399,0.00088974764,0.00048160448,0.0015804914],"category_scores_gemma":[0.0023075237,0.0004619505,0.0005675128,0.00030705612,0.0006846367,0.0006741028,0.0008070298,0.0006677738,0.0004566699],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018011813,0.000009739829,0.0005104386,0.000050593913,0.000017401448,0.00004010622,0.00005360197,0.91571134,0.009018864,0.032222115,0.00036301228,0.041984644],"study_design_scores_gemma":[0.0000039098186,0.000029158418,0.00022346292,0.000020530011,0.000006402402,0.00002219688,0.000014423482,0.97721547,0.0049271397,0.015015203,0.0025137793,0.00000834681],"about_ca_topic_score_codex":0.0008288686,"about_ca_topic_score_gemma":0.0009989762,"teacher_disagreement_score":0.0015804914,"about_ca_system_score_codex":0.00047041188,"about_ca_system_score_gemma":0.0006767287,"threshold_uncertainty_score":0.0068603754},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002112925,0.00017523849,0.991689,0.000042674423,0.000028069564,0.000017539538,0.00004490743,0.00016380307,0.0057258527],"genre_scores_gemma":[0.26910695,0.0015954516,0.6654541,0.00015927157,0.00007155003,0.00046817074,0.0004789699,0.00042492617,0.06224056],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986506,0.000030566564,0.0000055979795,0.000024071383,0.00006638449,0.000008253079],"domain_scores_gemma":[0.9999194,0.000022044465,0.000008520218,0.000018231114,0.00002692545,0.000004938631],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024917527,0.0006687065,0.00036766595,0.00027684384,0.00019037502,0.00050587975,0.0010692558,0.00080562476,0.004116889],"category_scores_gemma":[0.0003772196,0.00038979814,0.00051317544,0.00034774275,0.00040663275,0.0007121711,0.00041787626,0.00078521646,0.0019257491],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017913044,0.00002452391,0.00015591148,0.000105131716,0.000011189873,0.000084950334,0.0000477673,0.88230497,0.015092326,0.04565135,0.0018418079,0.054662168],"study_design_scores_gemma":[0.000003317641,0.000030566618,0.00008458835,0.000012655049,0.000005443908,0.000060888255,0.000008446787,0.9765856,0.0016926773,0.008696926,0.012812451,0.0000063609314],"about_ca_topic_score_codex":0.0014013662,"about_ca_topic_score_gemma":0.0018032703,"teacher_disagreement_score":0.004116889,"about_ca_system_score_codex":0.00035726785,"about_ca_system_score_gemma":0.00062633504,"threshold_uncertainty_score":0.013772368},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98410994,0.00070424075,0.011192066,0.000043184515,0.000020978698,0.00014667415,0.00020691809,0.00012996643,0.0034459853],"genre_scores_gemma":[0.978974,0.0010051013,0.015287301,0.000054483313,0.000016271508,0.0001464915,0.00045058224,0.00003836262,0.004027506],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996524,0.00007295277,0.000016851413,0.000053252275,0.0001739286,0.00003059141],"domain_scores_gemma":[0.9994815,0.00019348528,0.00008781363,0.0000734849,0.00012982458,0.00003384639],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006067774,0.00033789003,0.00027130227,0.00046978003,0.00045680857,0.00040624844,0.00070269423,0.0003611193,0.0011987288],"category_scores_gemma":[0.0006838376,0.00015855895,0.00024496787,0.00041742658,0.0005699198,0.0005001914,0.00038352498,0.00034869334,0.00037387063],"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":[0.00015652638,0.0003149085,0.003482176,0.00016067288,0.000012206486,0.00016291231,0.00030373485,0.0030817348,0.9649872,0.0003545631,0.00028532432,0.02669795],"study_design_scores_gemma":[0.000017871436,0.002606232,0.008950499,0.000034808116,0.00001746379,0.00023644183,0.00034230106,0.0018134598,0.9834018,0.00020238663,0.0023577095,0.000019083516],"about_ca_topic_score_codex":0.0005945505,"about_ca_topic_score_gemma":0.0018985865,"teacher_disagreement_score":0.0011987288,"about_ca_system_score_codex":0.00036164452,"about_ca_system_score_gemma":0.00038156754,"threshold_uncertainty_score":0.0040102005},"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":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.020977704,0.0007702877,0.9560006,0.0000639084,0.00004808833,0.000052988955,0.00015450938,0.0002480419,0.021683825],"genre_scores_gemma":[0.69151306,0.0033842043,0.25993016,0.000107660606,0.0001547543,0.00040196907,0.0006437804,0.00044762262,0.04341684],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99988985,0.000025252784,0.0000044896337,0.000019466925,0.000049175826,0.00001169986],"domain_scores_gemma":[0.9998909,0.00004058347,0.000014377726,0.00001626988,0.000032370004,0.0000053490876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016216868,0.000721503,0.00050616794,0.0007259792,0.00022550534,0.00050752866,0.0008260419,0.00046046323,0.0038245523],"category_scores_gemma":[0.00034000722,0.0002346939,0.0010336959,0.00033404317,0.00041231085,0.0005518589,0.0006383023,0.00047958127,0.0011271874],"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":[0.000020206722,0.000028570337,0.00066980894,0.00023375326,0.000037042748,0.00036214877,0.00016232804,0.8292338,0.037346046,0.07502353,0.0019785508,0.05490424],"study_design_scores_gemma":[0.0000025417821,0.000019514884,0.00026629397,0.000016232421,0.000009434729,0.00007965539,0.000021938578,0.98524654,0.0017041113,0.008011346,0.0046151397,0.00000708237],"about_ca_topic_score_codex":0.0017623302,"about_ca_topic_score_gemma":0.0015307954,"teacher_disagreement_score":0.0038245523,"about_ca_system_score_codex":0.0003271483,"about_ca_system_score_gemma":0.00036831672,"threshold_uncertainty_score":0.012794435},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5124089,0.009703042,0.17181784,0.00057462644,0.0006758693,0.00018535524,0.0003795726,0.0022698203,0.301985],"genre_scores_gemma":[0.5919879,0.0052915453,0.07455027,0.00015391705,0.00005674585,0.00006113972,0.00027437482,0.00020553212,0.32741863],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999471,0.0000030386846,0.0000015963706,0.0000059951794,0.000034864865,0.0000075406233],"domain_scores_gemma":[0.9999733,0.000002378559,0.0000051610036,0.0000028467869,0.000012973872,0.0000033678418],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000057613346,0.0002730859,0.00011253545,0.0004918932,0.00022580268,0.00042449657,0.0003131781,0.00029098085,0.0026732094],"category_scores_gemma":[0.000051940773,0.00011734153,0.00012725654,0.00043363625,0.00013608226,0.0002510793,0.00020772002,0.00020346501,0.0016459791],"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":[0.000050722098,0.00005949285,0.0006879321,0.00041928186,0.0000053582385,0.000572609,0.00028220884,0.0068970905,0.7287105,0.011423749,0.0063498933,0.24454117],"study_design_scores_gemma":[0.000010614305,0.00076247414,0.0046924185,0.00016882576,0.000028231943,0.002387307,0.0004947643,0.020429926,0.494692,0.0020742004,0.4742227,0.00003659933],"about_ca_topic_score_codex":0.0006793918,"about_ca_topic_score_gemma":0.0036266085,"teacher_disagreement_score":0.0026732094,"about_ca_system_score_codex":0.0002487805,"about_ca_system_score_gemma":0.00027756533,"threshold_uncertainty_score":0.008942783},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99909437,0.000072229785,0.0005716307,0.0000027998249,0.0000046776768,0.000019029896,0.000050729017,0.000009931507,0.00017474886],"genre_scores_gemma":[0.9981427,0.00012053683,0.0013355796,0.00000425776,0.000001875514,0.000017691453,0.000091489426,0.000005752196,0.0002800535],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995173,0.000058704918,0.000025778547,0.000075281336,0.00024684105,0.00007606906],"domain_scores_gemma":[0.999526,0.00007719775,0.00011981093,0.000052041687,0.00015659709,0.00006834035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049017125,0.00078698393,0.00025910785,0.00056283834,0.00021780429,0.0002652164,0.00037980234,0.00044913043,0.000687247],"category_scores_gemma":[0.00059456093,0.00021620777,0.00034336577,0.00036332276,0.00037529456,0.00033799166,0.0003772556,0.00035315918,0.000099205216],"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":[0.0006518517,0.00046185887,0.02292811,0.00029095702,0.00005427621,0.00035585568,0.00017096718,0.016491173,0.94554746,0.00018949842,0.00007621525,0.012781657],"study_design_scores_gemma":[0.00003218771,0.011351441,0.22900341,0.00002825512,0.00015858827,0.00022318593,0.0005428241,0.018649148,0.73811626,0.000105872525,0.001746666,0.00004213399],"about_ca_topic_score_codex":0.0021508315,"about_ca_topic_score_gemma":0.0045252945,"teacher_disagreement_score":0.0021508315,"about_ca_system_score_codex":0.0005027173,"about_ca_system_score_gemma":0.00030506172,"threshold_uncertainty_score":0.0042766333},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996995,0.000028556087,0.000064673724,0.0000016534601,0.0000016760006,0.0000014127331,0.000040129184,0.000006153282,0.00015641454],"genre_scores_gemma":[0.99918264,0.000014244384,0.000066692126,0.0000020333055,5.0270177e-7,0.0000010810426,0.00010537147,0.0000027742046,0.00062463083],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99988794,0.000009529205,0.000009639141,0.000024106304,0.000043037704,0.000025714236],"domain_scores_gemma":[0.9996679,0.000038595277,0.00008075884,0.000047920046,0.000082088285,0.000082708124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002655704,0.00022604113,0.00022204196,0.00047990048,0.00026701245,0.0002904163,0.00025085366,0.00034642746,0.00139467],"category_scores_gemma":[0.00046048735,0.00012373486,0.0002038106,0.00027754577,0.00025047842,0.00020775548,0.00030855893,0.00019529334,0.00037784912],"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":[0.0009475938,0.00023201774,0.09903768,0.00007599756,0.000056439487,0.0024270734,0.00078235526,0.0038651284,0.87349707,0.00012292534,0.000111262714,0.018844508],"study_design_scores_gemma":[0.000019849984,0.0052285804,0.6610425,0.000026006406,0.00008968621,0.0013164433,0.0009952722,0.0051350035,0.32415015,0.000073028925,0.0018923059,0.00003112571],"about_ca_topic_score_codex":0.0019926727,"about_ca_topic_score_gemma":0.005608773,"teacher_disagreement_score":0.0019926727,"about_ca_system_score_codex":0.00028542755,"about_ca_system_score_gemma":0.0001294632,"threshold_uncertainty_score":0.004665613},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984114,0.000499088,0.0006149324,0.000009229458,0.0000068310073,0.0000074275513,0.00006634837,0.000009199808,0.0003755217],"genre_scores_gemma":[0.9982609,0.00031411054,0.0008934525,0.000011343183,0.0000027322035,0.000010790772,0.00005857228,0.0000061864444,0.0004418406],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998877,0.000013148782,0.000008674883,0.000024977051,0.00004151814,0.000024021594],"domain_scores_gemma":[0.99983597,0.000026961177,0.000052136722,0.000006673652,0.00004407615,0.000034130655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018775446,0.00029535952,0.00022083639,0.00042103956,0.00016867383,0.00021836633,0.00011312646,0.00020341476,0.0004349774],"category_scores_gemma":[0.00015928951,0.00013253407,0.0002792924,0.0002613109,0.00016761167,0.00020421931,0.00013718632,0.00032718823,0.00008716205],"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":[0.000041594998,0.000017669832,0.00027432418,0.00005262124,0.0000045239453,0.00002868521,0.000015099057,0.0000940099,0.99873585,0.000013654293,0.0000073808465,0.00071464386],"study_design_scores_gemma":[0.0000039410493,0.00043256662,0.009165892,0.00000871414,0.000032405776,0.000082563434,0.000070795715,0.0010321395,0.98864347,0.000013743393,0.0005048104,0.000009062023],"about_ca_topic_score_codex":0.00057221873,"about_ca_topic_score_gemma":0.0023577306,"teacher_disagreement_score":0.00057221873,"about_ca_system_score_codex":0.00012600547,"about_ca_system_score_gemma":0.00013984847,"threshold_uncertainty_score":0.0014551282},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985794,0.000025396648,0.00007544504,0.000012866064,0.0000037497553,0.0000024933227,0.00017157533,0.000012408942,0.0011167394],"genre_scores_gemma":[0.9996824,0.000015276259,0.000017651868,0.0000019933586,0.0000019728539,0.0000010095705,0.00008486612,0.000001980621,0.00019281438],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998598,0.000012262078,0.0000073755787,0.000028491811,0.00003228493,0.000059751965],"domain_scores_gemma":[0.9996613,0.00015986654,0.000033612043,0.000018440183,0.00006192593,0.00006482625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012804213,0.00025813287,0.0003692834,0.00067022466,0.00040649268,0.00070237153,0.00047935138,0.00038990166,0.0037461554],"category_scores_gemma":[0.00077186123,0.00021201713,0.00020704002,0.00065495126,0.00072328397,0.0006542126,0.0005881882,0.00044410405,0.00019005364],"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":[0.013482841,0.00083860656,0.1510296,0.000650341,0.00027539852,0.008705974,0.001577285,0.14975832,0.6280458,0.008325524,0.001769701,0.035540637],"study_design_scores_gemma":[0.00032937436,0.0015805868,0.60017526,0.000046630732,0.00012870652,0.00087930285,0.0027459057,0.19543934,0.19453277,0.0024396053,0.0015822751,0.00012029293],"about_ca_topic_score_codex":0.008759744,"about_ca_topic_score_gemma":0.0037634342,"teacher_disagreement_score":0.008759744,"about_ca_system_score_codex":0.00045034307,"about_ca_system_score_gemma":0.000379354,"threshold_uncertainty_score":0.01741749},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74645495,0.002988912,0.23154314,0.00059538876,0.000099333054,0.00023760027,0.00012854126,0.00024596284,0.017706221],"genre_scores_gemma":[0.99271613,0.0007605471,0.0052339225,0.000014074416,0.000008677209,0.000033475146,0.000021209904,0.0000054685042,0.0012064899],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995964,0.00008714493,0.000019708628,0.00006940416,0.0001721676,0.000055238757],"domain_scores_gemma":[0.99967635,0.00016078312,0.00003666047,0.00001796025,0.00009357081,0.0000146831435],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058675697,0.0003201221,0.0005384363,0.0007328472,0.0006027418,0.0008570477,0.0005827128,0.00061181915,0.0013119958],"category_scores_gemma":[0.00086600083,0.00028219033,0.000455396,0.00052155677,0.0009489083,0.0012292549,0.00044300515,0.00036915403,0.00013316429],"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":[0.00042034464,0.00062360696,0.03264953,0.00244845,0.00008844173,0.0014085497,0.0016012667,0.5173473,0.2105486,0.07079935,0.0025070766,0.15955749],"study_design_scores_gemma":[0.000022622964,0.00036537394,0.0051409556,0.000052822867,0.000045814068,0.00018440052,0.00070639385,0.9446072,0.0400689,0.0052356045,0.003528571,0.000041327276],"about_ca_topic_score_codex":0.0038440756,"about_ca_topic_score_gemma":0.0033006475,"teacher_disagreement_score":0.0038440756,"about_ca_system_score_codex":0.001236876,"about_ca_system_score_gemma":0.00096870714,"threshold_uncertainty_score":0.0089741945},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99967647,0.000030160516,0.00010139528,0.0000031087877,0.000003130542,9.73921e-7,0.000033209173,0.000005559323,0.00014594295],"genre_scores_gemma":[0.99966335,0.00001668535,0.000052657,0.0000032720754,6.631756e-7,7.492438e-7,0.00003124144,0.0000017402722,0.00022959767],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999879,0.000008503096,0.000008336309,0.000024485144,0.00004060339,0.000039035018],"domain_scores_gemma":[0.9995547,0.000078662786,0.00011022554,0.000022966677,0.000112519556,0.000120978744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014158797,0.0002200612,0.00017009057,0.00043500855,0.00015197955,0.00022414266,0.00022159674,0.00023650331,0.0014269624],"category_scores_gemma":[0.00037143854,0.00015918913,0.00019368794,0.0002488208,0.00031942522,0.00016773348,0.00018663816,0.0002513933,0.00013267074],"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":[0.0014540673,0.00010492553,0.006701518,0.00006844232,0.00003555668,0.00024117768,0.00013331829,0.009637277,0.9778104,0.00016496904,0.00009687658,0.0035514813],"study_design_scores_gemma":[0.000046480272,0.0016054998,0.07822544,0.00002157217,0.000113565904,0.00012119374,0.0004068796,0.06258495,0.8560601,0.00014246529,0.0006176053,0.00005434421],"about_ca_topic_score_codex":0.0028071965,"about_ca_topic_score_gemma":0.003943153,"teacher_disagreement_score":0.0028071965,"about_ca_system_score_codex":0.00022873598,"about_ca_system_score_gemma":0.0002019297,"threshold_uncertainty_score":0.0055817366},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9485442,0.0015992384,0.032754384,0.00020718975,0.00009304743,0.00026215604,0.0014946122,0.00019247818,0.014852661],"genre_scores_gemma":[0.98014706,0.0014415355,0.014774477,0.000053575528,0.000027668308,0.00019702881,0.000645959,0.00001892708,0.0026937518],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99929166,0.0000720694,0.00004103893,0.00015987954,0.00034563866,0.00008967967],"domain_scores_gemma":[0.9992362,0.00022643895,0.000119961165,0.000129634,0.00025421972,0.0000335125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064213015,0.0005504327,0.00035217864,0.0006164905,0.00060356525,0.00041268382,0.00065010734,0.00061812164,0.0048819133],"category_scores_gemma":[0.0012103722,0.00019049124,0.0002539505,0.00077740225,0.00056750333,0.0006431141,0.0005168353,0.0004804195,0.0008857753],"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":[0.00023438045,0.0005380132,0.002723901,0.00083537935,0.000013416167,0.0003263137,0.0001731207,0.0114972945,0.968998,0.003735262,0.00047524727,0.010449689],"study_design_scores_gemma":[0.000042713586,0.0013286254,0.0058759786,0.00007582107,0.00003909953,0.00035762246,0.00056342426,0.04127026,0.93733215,0.0017142206,0.011345001,0.00005507201],"about_ca_topic_score_codex":0.0011173429,"about_ca_topic_score_gemma":0.0014162854,"teacher_disagreement_score":0.0048819133,"about_ca_system_score_codex":0.00039056496,"about_ca_system_score_gemma":0.00029010497,"threshold_uncertainty_score":0.016331673},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992717,0.000109375695,0.0002740636,0.00000504244,0.000003766039,0.0000033898505,0.000040941944,0.0000065734775,0.00028522112],"genre_scores_gemma":[0.9993266,0.00006614467,0.0001822148,0.000005796736,0.000002246446,0.00000322208,0.000047900303,0.000004127837,0.00036168448],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986064,0.000008813119,0.000008168608,0.000029081784,0.00006134834,0.000031829895],"domain_scores_gemma":[0.9997365,0.00006600686,0.00006429839,0.000021851527,0.00008184049,0.000029460498],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016778964,0.00017599745,0.00019369423,0.00032140315,0.00025467575,0.00015044915,0.00014361575,0.00018543373,0.0011712818],"category_scores_gemma":[0.00037817075,0.00016599809,0.00022812877,0.00036103034,0.00031355905,0.00024405125,0.00012555462,0.00028224685,0.00007977458],"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":[0.0000708034,0.000020264939,0.0015474407,0.000044192428,0.000007539178,0.00009387166,0.00009870444,0.00049306167,0.9954646,0.00005245419,0.000032199034,0.002074736],"study_design_scores_gemma":[0.0000086206965,0.00026021092,0.06131314,0.0000064819974,0.000031321746,0.0001298467,0.0001806991,0.0038884454,0.93335307,0.00003874808,0.00077287806,0.000016486225],"about_ca_topic_score_codex":0.0022428874,"about_ca_topic_score_gemma":0.0045156726,"teacher_disagreement_score":0.0022428874,"about_ca_system_score_codex":0.00019271346,"about_ca_system_score_gemma":0.00015877059,"threshold_uncertainty_score":0.0044596195},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9882252,0.00008107796,0.0052167634,0.0000852108,0.000027843242,0.000013351729,0.00006704927,0.00011446001,0.0061690835],"genre_scores_gemma":[0.99872845,0.000013666529,0.0002580481,0.000008774023,0.0000021795472,0.0000020174996,0.000015099377,0.000010508664,0.00096125156],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986875,0.000019903116,0.000004392173,0.000025591518,0.000041139734,0.00004017163],"domain_scores_gemma":[0.99978405,0.00006768219,0.00003153505,0.000013696169,0.00004797409,0.00005494269],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017120613,0.00028696132,0.00029697292,0.00048248257,0.00048909476,0.00067722105,0.0004724127,0.0008095271,0.0057424745],"category_scores_gemma":[0.00042388434,0.0002498902,0.00022493393,0.0003118288,0.00057856384,0.00032673747,0.00048992014,0.0003172368,0.00045271014],"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":[0.0010819683,0.00040703375,0.00790066,0.00012857179,0.00007064294,0.002773759,0.00023140109,0.57611644,0.39540967,0.003818255,0.0010479939,0.011013624],"study_design_scores_gemma":[0.00008078933,0.00034124503,0.024010148,0.00001201949,0.00006191309,0.0003853273,0.00036906762,0.922587,0.04972054,0.0012589323,0.0011207997,0.00005229081],"about_ca_topic_score_codex":0.00372539,"about_ca_topic_score_gemma":0.0033739354,"teacher_disagreement_score":0.0057424745,"about_ca_system_score_codex":0.00038300196,"about_ca_system_score_gemma":0.0004054004,"threshold_uncertainty_score":0.019210458},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973839,0.000033355194,0.002073843,0.0000046394302,8.237739e-7,0.000012209209,0.00007511764,0.00002078713,0.000395367],"genre_scores_gemma":[0.99849296,0.00003130185,0.0012088021,7.5123324e-7,3.966831e-7,0.00000790853,0.000067305125,0.0000033770518,0.00018723615],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99975795,0.000047047197,0.000025709862,0.000038743474,0.000088595254,0.00004193957],"domain_scores_gemma":[0.9995814,0.00018232872,0.000096936885,0.0000278387,0.000077789424,0.000033691802],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000724428,0.00059796195,0.00034567263,0.001775155,0.00035998673,0.00051682815,0.00059711904,0.0006295615,0.0007050581],"category_scores_gemma":[0.0014271553,0.00023064985,0.0003907493,0.0006580781,0.00046982063,0.0004983207,0.00048323098,0.00019320064,0.00015209074],"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":[0.00063529256,0.00019954103,0.09345522,0.0001381963,0.00009090895,0.0005917262,0.00024860413,0.80572766,0.06671153,0.0011951403,0.00012649306,0.030879697],"study_design_scores_gemma":[0.000024049597,0.0008174948,0.061542463,0.000027408378,0.000048333866,0.00012492108,0.0003306224,0.8946775,0.04164225,0.00045842855,0.00026617848,0.000040429542],"about_ca_topic_score_codex":0.00849938,"about_ca_topic_score_gemma":0.010917475,"teacher_disagreement_score":0.00849938,"about_ca_system_score_codex":0.00073245866,"about_ca_system_score_gemma":0.00052970817,"threshold_uncertainty_score":0.016899824},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99819106,0.000018617768,0.0013618653,0.00000289145,0.0000016548715,0.0000019028897,0.000028363807,0.000009987083,0.00038363863],"genre_scores_gemma":[0.999696,0.000011843088,0.00011234331,5.700806e-7,2.7027602e-7,7.2562995e-7,0.00001649812,0.0000013991914,0.00016044258],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988294,0.000010177748,0.0000057638517,0.000017935427,0.000042777487,0.00004043746],"domain_scores_gemma":[0.9996989,0.00009327098,0.000082766324,0.0000325142,0.00004897877,0.00004359171],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022285918,0.00032694783,0.00033926815,0.000527664,0.00016855195,0.00036661996,0.00038054967,0.00027249032,0.001108595],"category_scores_gemma":[0.0005698413,0.00009489851,0.00021124308,0.00028967988,0.0006253866,0.00025527278,0.00046651418,0.00013229555,0.00017006283],"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":[0.0011168075,0.00014150135,0.03453582,0.00027005092,0.000063942876,0.0024772463,0.0003895637,0.54106855,0.374882,0.0013676282,0.00023703254,0.04344986],"study_design_scores_gemma":[0.000029940711,0.0011997267,0.09677868,0.000041237483,0.00006820088,0.00038334163,0.0008335255,0.74024034,0.1585733,0.0010782019,0.00071629975,0.000057265075],"about_ca_topic_score_codex":0.0023700532,"about_ca_topic_score_gemma":0.0036592102,"teacher_disagreement_score":0.0023700532,"about_ca_system_score_codex":0.00020541408,"about_ca_system_score_gemma":0.00022494551,"threshold_uncertainty_score":0.004712522},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981616,0.00064748037,0.00046863194,0.000017090571,0.000008059437,0.000014585226,0.00007630555,0.000015885864,0.0005902692],"genre_scores_gemma":[0.9978315,0.00044988006,0.0010458474,0.000021648939,0.0000036559768,0.000013973033,0.000057305933,0.0000067010874,0.00056940614],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998216,0.000031391064,0.000024236464,0.00003200928,0.000057326877,0.00003346878],"domain_scores_gemma":[0.9997255,0.000075140066,0.00007482728,0.000016051059,0.000059140384,0.000049334485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022628199,0.00034530342,0.00022416167,0.00024535359,0.00010901515,0.00023033118,0.000119715296,0.00014062003,0.0006257828],"category_scores_gemma":[0.00041915453,0.00012576516,0.00025195506,0.00020160187,0.00018364181,0.00025788002,0.00020957395,0.00027404155,0.00007700895],"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":[0.00012878084,0.000019975803,0.00034973305,0.00008660609,0.0000062456184,0.000027085625,0.00003099054,0.000101041616,0.99687386,0.000017776118,0.0000076265737,0.002350135],"study_design_scores_gemma":[0.000003433343,0.00035555914,0.0048325965,0.000007849473,0.000015588046,0.000033196036,0.000047967515,0.00034460038,0.9937084,0.000015396276,0.00062782044,0.0000076277893],"about_ca_topic_score_codex":0.0009078092,"about_ca_topic_score_gemma":0.00249273,"teacher_disagreement_score":0.0009078092,"about_ca_system_score_codex":0.000120971155,"about_ca_system_score_gemma":0.00018582879,"threshold_uncertainty_score":0.002093494},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999524,0.000016109941,0.00031422646,0.000002375786,0.000001006279,0.0000032451069,0.000017750282,0.000009572126,0.00011181983],"genre_scores_gemma":[0.9995603,0.000016613465,0.00024471307,0.0000015721522,3.9790586e-7,0.0000015445991,0.000021548996,0.0000027887843,0.00015046401],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99984765,0.000017718188,0.000007568922,0.000021465217,0.00006738217,0.00003811409],"domain_scores_gemma":[0.9994387,0.00014129952,0.00018667766,0.000044679156,0.00010941578,0.000079201855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014472542,0.00020583581,0.00023563091,0.00030673662,0.00017060009,0.00025224037,0.00020055256,0.00024007453,0.0007391245],"category_scores_gemma":[0.0006268065,0.00017704538,0.00014780153,0.00017969307,0.00040171345,0.00014111648,0.00021202178,0.00022843653,0.00012733774],"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":[0.0002819588,0.000016249145,0.008020659,0.00003591685,0.0000075617095,0.00029045535,0.000110609835,0.0010480552,0.9866709,0.000025020137,0.000015365438,0.0034773329],"study_design_scores_gemma":[0.0000134560405,0.0013344694,0.41111398,0.0000110668425,0.00002336282,0.00047197955,0.00044935974,0.00615357,0.57993203,0.000045351557,0.00042435463,0.000026966225],"about_ca_topic_score_codex":0.0018867619,"about_ca_topic_score_gemma":0.0033643574,"teacher_disagreement_score":0.0018867619,"about_ca_system_score_codex":0.00022001777,"about_ca_system_score_gemma":0.00017628145,"threshold_uncertainty_score":0.003751576},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991191,0.000021336265,0.00062339945,0.0000056218905,0.0000023504958,0.0000034320992,0.000015051619,0.000011122589,0.00019849492],"genre_scores_gemma":[0.9993137,0.000019075105,0.0003456908,0.0000027072422,3.5697568e-7,0.0000017609474,0.000016304135,0.0000012188726,0.0002991231],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991,0.000010211488,0.000005366675,0.000016754482,0.00003641624,0.000021226178],"domain_scores_gemma":[0.9998115,0.000048311762,0.000050679275,0.00002316141,0.00003844769,0.000027897684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017110952,0.00022806221,0.00023971155,0.00031323038,0.00026496642,0.00027689294,0.00025066524,0.00043132712,0.0010685114],"category_scores_gemma":[0.00044933514,0.00016410032,0.00020528662,0.0001527717,0.0004775048,0.0002507171,0.00027932247,0.00018485312,0.00016134599],"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":[0.0005156396,0.00007791793,0.0065905787,0.00012619521,0.000028656917,0.00078050245,0.0002742413,0.04173393,0.9437338,0.00025077825,0.000061002025,0.005826819],"study_design_scores_gemma":[0.000055209992,0.0027292173,0.088152885,0.00005007114,0.00009105975,0.000538861,0.0013757121,0.38396618,0.5213328,0.00031153587,0.0013085689,0.000087897446],"about_ca_topic_score_codex":0.0019332186,"about_ca_topic_score_gemma":0.0034149853,"teacher_disagreement_score":0.0019332186,"about_ca_system_score_codex":0.00018880736,"about_ca_system_score_gemma":0.00018923667,"threshold_uncertainty_score":0.0038439035},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992487,0.00009106004,0.00026518397,0.0000062035724,0.000003867987,0.0000101393225,0.00005468698,0.000004585015,0.00031564172],"genre_scores_gemma":[0.99902153,0.00011867678,0.00039231652,0.0000074857603,0.0000029487153,0.000006746575,0.000050189843,0.0000026961666,0.00039729892],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998778,0.000015627758,0.000011617818,0.000024885288,0.00003753276,0.000032610023],"domain_scores_gemma":[0.99951863,0.0001849215,0.00009912598,0.00003723316,0.00010161458,0.00005840618],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022064842,0.00028278446,0.00018812773,0.00015286043,0.00023961512,0.00015662427,0.00022840148,0.00023334267,0.0014711482],"category_scores_gemma":[0.0003174631,0.00013433301,0.00023941416,0.0001842903,0.0002466191,0.00033582843,0.00016342652,0.0003463662,0.00011222051],"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":[0.00045586898,0.00022798657,0.0008720503,0.000072105155,0.000007476632,0.00006292909,0.00006280187,0.0003245758,0.9968579,0.000029728208,0.000013161326,0.0010133509],"study_design_scores_gemma":[0.000018531999,0.0017722837,0.0065154736,0.0000034243697,0.000024985877,0.000052226133,0.00010102754,0.00075350254,0.99036473,0.000027789223,0.00035481862,0.000011165353],"about_ca_topic_score_codex":0.0007475815,"about_ca_topic_score_gemma":0.0014967738,"teacher_disagreement_score":0.0014711482,"about_ca_system_score_codex":0.00012655323,"about_ca_system_score_gemma":0.00016508417,"threshold_uncertainty_score":0.0049215555},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982699,0.000023911814,0.0013155764,0.000004973283,0.0000015153213,0.0000044553444,0.00002735585,0.000023650684,0.00032857072],"genre_scores_gemma":[0.99972206,0.0000135778355,0.00014959546,8.50114e-7,5.118214e-7,0.0000012006058,0.000011524898,0.0000011261623,0.000099568184],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998516,0.000013994886,0.00000802934,0.00003156733,0.00006925544,0.000025605506],"domain_scores_gemma":[0.9997924,0.00006167812,0.000053814616,0.000019887897,0.000046457244,0.000025714182],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016426296,0.00016529304,0.00020875606,0.00047220176,0.000259797,0.000394925,0.00024852468,0.00016951223,0.00046462144],"category_scores_gemma":[0.00043297352,0.00015110619,0.00012577523,0.0003354005,0.00094723544,0.0003157203,0.00030550006,0.000188004,0.000076681834],"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":[0.000993614,0.00015401146,0.018586256,0.00015210602,0.00002369271,0.0008222495,0.00041551937,0.061168823,0.9043651,0.0018419535,0.00013983695,0.0113367615],"study_design_scores_gemma":[0.00007059422,0.00080791925,0.08806105,0.000022525172,0.000036040256,0.00027316963,0.00069567404,0.32412282,0.5841962,0.0010310563,0.0006282808,0.00005465164],"about_ca_topic_score_codex":0.0069306195,"about_ca_topic_score_gemma":0.006485273,"teacher_disagreement_score":0.0069306195,"about_ca_system_score_codex":0.00047507454,"about_ca_system_score_gemma":0.00022112588,"threshold_uncertainty_score":0.013780534},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99886465,0.00020111912,0.0004164365,0.0000059313397,0.0000019297586,0.000008179576,0.000015961023,0.000006128241,0.00047980098],"genre_scores_gemma":[0.9980165,0.00012528678,0.0015227512,0.0000059674658,0.0000011316805,0.000006508597,0.00002340349,0.0000030880663,0.00029523778],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997546,0.0000765471,0.000027874052,0.000032348744,0.000064867054,0.00004374169],"domain_scores_gemma":[0.99980706,0.00003355263,0.000072264076,0.000009005782,0.00004325571,0.000034857487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036230657,0.000348168,0.0003120554,0.0010112176,0.00031505883,0.00040157823,0.000317798,0.00019784945,0.0007249536],"category_scores_gemma":[0.0003446118,0.00013358881,0.00022007778,0.00054871687,0.00017452188,0.00020672561,0.0003321689,0.000116229035,0.00010401298],"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":[0.00076378044,0.00028877257,0.02492654,0.00062617625,0.000093770395,0.00033746834,0.00015808603,0.0046900045,0.9360619,0.00015017255,0.00009693603,0.031806383],"study_design_scores_gemma":[0.000032427175,0.0027970828,0.16539378,0.00007470434,0.00027141054,0.00050983526,0.0005862401,0.005816119,0.8201805,0.00012044895,0.004191031,0.00002635599],"about_ca_topic_score_codex":0.0026853674,"about_ca_topic_score_gemma":0.013874572,"teacher_disagreement_score":0.0026853674,"about_ca_system_score_codex":0.0003163467,"about_ca_system_score_gemma":0.000354918,"threshold_uncertainty_score":0.0053395033},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98625076,0.00016929841,0.011886139,0.00002258591,0.000012724668,0.00005869004,0.0001609679,0.000051950145,0.0013869738],"genre_scores_gemma":[0.9950488,0.00008194403,0.0044336733,0.0000064773717,0.0000030286421,0.000022317128,0.00009279332,0.000008625298,0.00030229],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978346,0.000036013862,0.000021707945,0.000027199625,0.00011048949,0.00002122013],"domain_scores_gemma":[0.9994562,0.00016072688,0.00012470667,0.00007054143,0.00013378102,0.00005393574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045389126,0.00028826518,0.00023521297,0.00060936535,0.0002791239,0.00042328532,0.00018220392,0.0002988022,0.0008329081],"category_scores_gemma":[0.00074190914,0.00009721102,0.00013879208,0.00038113326,0.0003391079,0.0002817371,0.00020493654,0.00020076973,0.00015292325],"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":[0.00031569175,0.00010108694,0.0031673745,0.00018746297,0.000006872325,0.00011189623,0.00010965697,0.008654542,0.97632754,0.00037164177,0.00007504667,0.010571305],"study_design_scores_gemma":[0.00004336481,0.0016740682,0.023685304,0.000029128501,0.00003369399,0.00010607417,0.00032325383,0.025709966,0.9452698,0.0003892355,0.0027118342,0.000024223247],"about_ca_topic_score_codex":0.00033064347,"about_ca_topic_score_gemma":0.0014535554,"teacher_disagreement_score":0.0008329081,"about_ca_system_score_codex":0.00020845076,"about_ca_system_score_gemma":0.00021136277,"threshold_uncertainty_score":0.002786398},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978986,0.0003207987,0.0010552449,0.000018603618,0.00000560358,0.000016184944,0.00007189032,0.000015297504,0.0005978184],"genre_scores_gemma":[0.997422,0.0004260194,0.0013598354,0.000024369854,0.0000028740444,0.000016347813,0.000068622045,0.000005910427,0.0006740609],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998048,0.0000353239,0.000015919119,0.000025297275,0.000079387435,0.00003925857],"domain_scores_gemma":[0.99984443,0.000028233386,0.0000546571,0.000009921915,0.000045996097,0.000016705759],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033186816,0.00041687183,0.00023625945,0.00048689055,0.0001899962,0.00051603565,0.0001693045,0.00030090768,0.0007334411],"category_scores_gemma":[0.00026149655,0.00013829983,0.00030718348,0.00036334182,0.00024644,0.00033610436,0.00024540783,0.00032065515,0.00019424316],"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":[0.00009810776,0.000050084513,0.0018258209,0.00013042388,0.000010446897,0.00007755184,0.000046713376,0.00091374305,0.99111664,0.000050087372,0.000021228563,0.005659261],"study_design_scores_gemma":[0.000005145876,0.00078091165,0.013198505,0.0000186987,0.000029628234,0.00013475383,0.0001428544,0.0014238794,0.9829259,0.0000488596,0.0012770038,0.000013792949],"about_ca_topic_score_codex":0.0011590122,"about_ca_topic_score_gemma":0.003474443,"teacher_disagreement_score":0.0011590122,"about_ca_system_score_codex":0.00027777924,"about_ca_system_score_gemma":0.00027567256,"threshold_uncertainty_score":0.0024535656},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993932,0.000034862936,0.00034302118,0.0000021313472,0.0000011946108,0.000006797473,0.000051296098,0.0000030999324,0.00016428954],"genre_scores_gemma":[0.9977387,0.00014541284,0.0014956013,0.0000060505827,0.0000017079152,0.000012470047,0.00010300582,0.000004596715,0.0004924985],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999126,0.000010657912,0.0000077693185,0.000020871219,0.000028722736,0.000019398685],"domain_scores_gemma":[0.9999201,0.000014258284,0.000023952667,0.0000037672003,0.00002881577,0.000008978191],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016325443,0.00024339222,0.0002675351,0.00032488187,0.0002655957,0.00036661944,0.00015271023,0.0001828123,0.00031759054],"category_scores_gemma":[0.00012649002,0.000117408235,0.00020750545,0.0002893354,0.00017387126,0.00015724123,0.00013615405,0.00015912025,0.00009432327],"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":[0.00015582044,0.000046656878,0.010042915,0.0000825391,0.000010085198,0.00011407985,0.00014967483,0.00053697004,0.9860182,0.000016119651,0.00001119322,0.0028156866],"study_design_scores_gemma":[0.000008605107,0.00069839106,0.07485645,0.000022758477,0.000041923206,0.00010847392,0.00075162237,0.0034229162,0.9192843,0.000024344576,0.0007688862,0.000011308406],"about_ca_topic_score_codex":0.0030568442,"about_ca_topic_score_gemma":0.009000655,"teacher_disagreement_score":0.0030568442,"about_ca_system_score_codex":0.00017144758,"about_ca_system_score_gemma":0.00019392966,"threshold_uncertainty_score":0.006078124},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00041344718,0.9976221,0.00068120327,0.00017870902,0.00012290788,0.000006260579,0.00002781685,0.000008896244,0.00093865045],"genre_scores_gemma":[0.0016282084,0.9972951,0.0005068208,0.00007713034,0.00015384557,0.000006045078,0.000032773358,0.0000035535995,0.00029652443],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994367,0.00007962147,0.00009729932,0.00012394777,0.00022536957,0.000036965648],"domain_scores_gemma":[0.9977544,0.0013358585,0.00021793661,0.000059461236,0.000582451,0.00004992357],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014543916,0.0015394094,0.002234861,0.004070002,0.00039129745,0.0016889578,0.0014532773,0.0014310668,0.0029270868],"category_scores_gemma":[0.0024538473,0.0007390882,0.0008643921,0.005172511,0.0008655157,0.0025119605,0.00075820275,0.0012730762,0.0016502222],"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":[0.00008586698,0.0001520786,0.0005177936,0.054053776,0.0001300611,0.0001780402,0.00020816852,0.0026612086,0.0038118132,0.008120258,0.014380783,0.91570026],"study_design_scores_gemma":[0.000014428955,0.00041816622,0.002756851,0.022101173,0.0004693277,0.0013457561,0.0004044762,0.0011928942,0.0032927317,0.005031532,0.9628663,0.0001063855],"about_ca_topic_score_codex":0.0020072688,"about_ca_topic_score_gemma":0.002061474,"teacher_disagreement_score":0.004070002,"about_ca_system_score_codex":0.0007377143,"about_ca_system_score_gemma":0.0017475744,"threshold_uncertainty_score":0.009792089},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99900454,0.000025493431,0.000433789,0.0000075664784,0.0000061466476,0.0000020482469,0.000029328605,0.000021094604,0.00046994555],"genre_scores_gemma":[0.9992162,0.000011973811,0.00008596899,0.0000025823786,0.0000012597071,0.0000020021853,0.000025652249,0.0000033145213,0.000650953],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997894,0.000022612881,0.000008587179,0.000025947586,0.000055875422,0.00009761365],"domain_scores_gemma":[0.9991571,0.0002509864,0.00011875639,0.000056744753,0.00022233023,0.0001940305],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030873044,0.0002718745,0.00044539137,0.00049027754,0.00038379125,0.00039944358,0.0003492446,0.0004899769,0.0036109246],"category_scores_gemma":[0.0006906942,0.00013437247,0.00025891425,0.00029136313,0.00047017363,0.00044013717,0.00069068203,0.000227062,0.00041868552],"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":[0.009885281,0.00045375468,0.015976276,0.00036883063,0.000089850415,0.00065806875,0.0007145755,0.22223686,0.71502733,0.0014629331,0.0008939387,0.03223235],"study_design_scores_gemma":[0.00009191863,0.0066404585,0.04389024,0.00005763498,0.0000766044,0.00016334435,0.0015540662,0.49104598,0.45495772,0.0005552683,0.00086477667,0.00010204316],"about_ca_topic_score_codex":0.0015272197,"about_ca_topic_score_gemma":0.0010223775,"teacher_disagreement_score":0.0036109246,"about_ca_system_score_codex":0.0002707671,"about_ca_system_score_gemma":0.00027517517,"threshold_uncertainty_score":0.012079775},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97424716,0.000058688107,0.02240672,0.00007931623,0.000011835424,0.000016067235,0.000037574286,0.000088436835,0.0030542044],"genre_scores_gemma":[0.99893564,0.00001889898,0.0007135418,0.0000067624583,0.0000013483062,0.000004885806,0.000008353517,0.000010317085,0.00030036145],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999206,0.00002121159,0.0000027329095,0.000015318345,0.000022159771,0.000017939145],"domain_scores_gemma":[0.9993771,0.00045050727,0.000050884584,0.000035946803,0.000059641097,0.000025939307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001992612,0.00027034176,0.0002715331,0.00024317512,0.00023581294,0.00043685985,0.00042935088,0.00058713066,0.0010864587],"category_scores_gemma":[0.0013311609,0.00019158049,0.00027678313,0.00019162761,0.00050178135,0.00043136868,0.00038774087,0.00030844743,0.00010116022],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015707217,0.00014120576,0.0049773892,0.00006539018,0.000025803794,0.00027281686,0.00010233463,0.9020121,0.082486115,0.0023509662,0.00014642048,0.007262355],"study_design_scores_gemma":[0.0000045247416,0.000016778988,0.0015410845,0.0000015248409,0.0000039511024,0.000005888035,0.000019183597,0.9943058,0.0038351049,0.0002105248,0.000051033418,0.0000046730224],"about_ca_topic_score_codex":0.005658883,"about_ca_topic_score_gemma":0.0047902954,"teacher_disagreement_score":0.005658883,"about_ca_system_score_codex":0.00036443508,"about_ca_system_score_gemma":0.0004416668,"threshold_uncertainty_score":0.011251926},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94759965,0.0002697298,0.03700601,0.00009753532,0.00010591105,0.00014521525,0.0009925378,0.0011162974,0.012667048],"genre_scores_gemma":[0.9897668,0.000086126354,0.007686175,0.000010048905,0.0000046868504,0.000028251472,0.00023005564,0.000022224545,0.002165586],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996824,0.000026921995,0.000009565886,0.00002845963,0.00020384765,0.00004873224],"domain_scores_gemma":[0.99930847,0.00009155592,0.00005952166,0.00019459418,0.00022771095,0.0001181226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034554396,0.00050597865,0.0006728612,0.0007843968,0.0005353022,0.0006290816,0.0012097036,0.0010907623,0.005480233],"category_scores_gemma":[0.00091281766,0.00023777397,0.0002991919,0.00096484035,0.0006592187,0.00046854062,0.00056263077,0.00042143563,0.0011787938],"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":[0.0046965983,0.0013794741,0.0083219595,0.0011999563,0.00013214527,0.001665744,0.00030823337,0.45923862,0.3994658,0.005615753,0.00474618,0.113229476],"study_design_scores_gemma":[0.00036664098,0.0035574283,0.024145242,0.000099242294,0.00014830189,0.00052785577,0.0005423778,0.72557664,0.23735161,0.00092036685,0.006626228,0.00013798784],"about_ca_topic_score_codex":0.0040668994,"about_ca_topic_score_gemma":0.004948709,"teacher_disagreement_score":0.005480233,"about_ca_system_score_codex":0.00039428004,"about_ca_system_score_gemma":0.0009730212,"threshold_uncertainty_score":0.018333197},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99723047,0.00012019719,0.0022046769,0.000015678977,0.0000029583214,0.000010681719,0.000034353558,0.000040875464,0.00033999974],"genre_scores_gemma":[0.99943703,0.00006231454,0.00028906812,0.0000048015986,0.0000011178045,0.000003093624,0.000018436698,0.0000024663746,0.00018164482],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997416,0.000016726835,0.000013753533,0.000045233755,0.00011551968,0.00006726954],"domain_scores_gemma":[0.9995797,0.000055085486,0.00015146942,0.00004731226,0.00012643874,0.000040050363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025291392,0.00034951104,0.00021413935,0.0007666163,0.00026440618,0.0003145441,0.00029661442,0.0004642345,0.0004989854],"category_scores_gemma":[0.0003760796,0.00020317941,0.00026843447,0.00032604855,0.00073231943,0.00042562425,0.00029422238,0.0002833458,0.00010177802],"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":[0.00024201508,0.00007100318,0.03532813,0.00013519046,0.000025287936,0.0009263101,0.00052480417,0.01328156,0.92697877,0.00023841167,0.00016490859,0.02208366],"study_design_scores_gemma":[0.000024725017,0.0010126735,0.2982943,0.00002775154,0.00007875097,0.0010315315,0.0013962218,0.08230403,0.61417896,0.0005138304,0.0010599148,0.00007722844],"about_ca_topic_score_codex":0.003727599,"about_ca_topic_score_gemma":0.004583986,"teacher_disagreement_score":0.003727599,"about_ca_system_score_codex":0.0003542217,"about_ca_system_score_gemma":0.00031401796,"threshold_uncertainty_score":0.007411778},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78802633,0.0005090202,0.17800458,0.0003356947,0.00007217982,0.00017652237,0.00056703156,0.00062994886,0.031678732],"genre_scores_gemma":[0.9850284,0.0003039635,0.0076652463,0.00002354541,0.000006781505,0.00007598812,0.00012003527,0.00004449725,0.0067315614],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99976045,0.000025124897,0.000011066395,0.000038443384,0.000103925115,0.000061033505],"domain_scores_gemma":[0.99977773,0.0000718065,0.000048056343,0.000021524884,0.0000657723,0.000015167327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003355377,0.0006347573,0.00040587838,0.0007532677,0.000475405,0.0010591162,0.0011147073,0.0014110807,0.0018459994],"category_scores_gemma":[0.00073906954,0.00036136745,0.0005983747,0.00053108734,0.0008946161,0.0005491582,0.00049828266,0.00036064367,0.0005586679],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000071822644,0.00006547732,0.0028205824,0.000076366996,0.000009595422,0.0005471245,0.00017220025,0.95007473,0.032378696,0.004830897,0.0004195055,0.008532998],"study_design_scores_gemma":[0.000004281765,0.000023418826,0.0006544747,0.0000056281992,0.0000030122073,0.000030308061,0.00003824063,0.99565864,0.0030148157,0.00021329196,0.00034718984,0.000006715367],"about_ca_topic_score_codex":0.014534868,"about_ca_topic_score_gemma":0.007550781,"teacher_disagreement_score":0.014534868,"about_ca_system_score_codex":0.0007333461,"about_ca_system_score_gemma":0.0010786483,"threshold_uncertainty_score":0.028900504},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9923889,0.0001791134,0.0043251156,0.00004667015,0.000060488288,0.00002492036,0.00022217188,0.000090297886,0.0026624433],"genre_scores_gemma":[0.99713755,0.00009134047,0.0017795122,0.0000042600973,0.0000047974504,0.000012454681,0.000099597695,0.0000057321013,0.0008648433],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99948597,0.000039537495,0.000035780657,0.000064252665,0.000284711,0.00008973545],"domain_scores_gemma":[0.9989542,0.0002565811,0.0001909493,0.00016271582,0.00034007037,0.0000955216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007286223,0.0005296453,0.0004965762,0.0009054284,0.00036151113,0.00034871112,0.00065769284,0.0006290193,0.0026163592],"category_scores_gemma":[0.0013202481,0.00016559134,0.00032846368,0.00059526775,0.0008092059,0.0005730838,0.00042642752,0.00029926663,0.0003293046],"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":[0.0018725212,0.0008147117,0.02136911,0.0010714674,0.000056070054,0.0018152109,0.0010483796,0.14238684,0.7330617,0.0031121557,0.002947373,0.09044446],"study_design_scores_gemma":[0.00020797834,0.007163568,0.07192794,0.00014345709,0.00017956232,0.00094137114,0.0026528116,0.4750244,0.42963034,0.0011287348,0.010762846,0.00023697276],"about_ca_topic_score_codex":0.0011940087,"about_ca_topic_score_gemma":0.0024477455,"teacher_disagreement_score":0.0026163592,"about_ca_system_score_codex":0.00018007401,"about_ca_system_score_gemma":0.00027050675,"threshold_uncertainty_score":0.008752525},"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":"dataset","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15181759,0.000757787,0.001931411,0.00007314161,0.00003652234,0.000104743835,0.82922214,0.0010037764,0.0150528345],"genre_scores_gemma":[0.13645482,0.000742863,0.0032669208,0.00006400817,0.00004394416,0.00041281406,0.8537742,0.0002985941,0.004941786],"study_design_codex":"not_applicable","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99870265,0.00011572198,0.00014817859,0.0003661085,0.0005368667,0.00013044331],"domain_scores_gemma":[0.9943182,0.0011762872,0.0011522422,0.001274769,0.0018367268,0.00024175145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011037955,0.0013282254,0.0006090155,0.0026152395,0.0003448042,0.0006668777,0.00093397836,0.0012342382,0.014829872],"category_scores_gemma":[0.0037666732,0.00029785594,0.0005455241,0.003989007,0.00044601425,0.000742361,0.00064236403,0.0006234011,0.017726084],"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":[0.003560891,0.0033537913,0.23209752,0.008332074,0.0007371884,0.0011727798,0.00062333705,0.041803062,0.07616766,0.0027820058,0.41907847,0.21029136],"study_design_scores_gemma":[0.00027715688,0.0008726274,0.44350773,0.0003725782,0.00020012957,0.000754844,0.000650197,0.005400366,0.03738241,0.002168078,0.50819135,0.00022253304],"about_ca_topic_score_codex":0.0035451858,"about_ca_topic_score_gemma":0.008327729,"teacher_disagreement_score":0.014829872,"about_ca_system_score_codex":0.00036132816,"about_ca_system_score_gemma":0.00041260553,"threshold_uncertainty_score":0.049610853},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9829238,0.00007855511,0.0039711166,0.000029906603,0.00003575953,0.000006594642,0.0002038682,0.00028982453,0.012460616],"genre_scores_gemma":[0.99410594,0.000035744284,0.00042542908,0.0000055437827,0.0000036217311,0.000004439778,0.0001550378,0.000031324984,0.005232862],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998123,0.000027272723,0.0000062723198,0.000022106944,0.00006891986,0.0000631619],"domain_scores_gemma":[0.9996457,0.00007440915,0.0000334877,0.000048655682,0.00012926213,0.000068470916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023177038,0.00049924135,0.00043724503,0.00033566265,0.00036519882,0.0007525327,0.0004578609,0.0005729637,0.008737191],"category_scores_gemma":[0.00046694084,0.00014945028,0.0002531472,0.0002747589,0.00034988878,0.00040293092,0.0005457449,0.00019960062,0.0020767248],"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":[0.009035915,0.00070134935,0.0138536785,0.00035747944,0.000058224,0.00091043615,0.00048197334,0.21849829,0.64677215,0.0027432372,0.004742959,0.1018444],"study_design_scores_gemma":[0.00017529292,0.007342935,0.057857074,0.000110010646,0.00018700775,0.00045139992,0.0021063045,0.584895,0.3396438,0.0014630632,0.005606941,0.0001611104],"about_ca_topic_score_codex":0.0014466089,"about_ca_topic_score_gemma":0.0014276576,"teacher_disagreement_score":0.008737191,"about_ca_system_score_codex":0.00017227561,"about_ca_system_score_gemma":0.00037978316,"threshold_uncertainty_score":0.029228747},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4306007,0.00050072116,0.5639581,0.00005345515,0.000043294047,0.00005795511,0.000037827696,0.0004054113,0.00434253],"genre_scores_gemma":[0.9041506,0.00019519911,0.09408575,0.000007919328,0.0000067408555,0.000025348398,0.000028304732,0.00002962892,0.0014703822],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996606,0.000073374315,0.000013657972,0.000066385146,0.00016661237,0.000019346762],"domain_scores_gemma":[0.99975103,0.00009470344,0.00002979351,0.000030474106,0.000084025596,0.000009989898],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004923942,0.00025646156,0.00028677066,0.00075610925,0.00014765841,0.00021321929,0.00043191816,0.00023369981,0.0009611964],"category_scores_gemma":[0.00085867476,0.00015997492,0.00033675,0.00034403816,0.00025950218,0.00034225133,0.00025578903,0.0002514475,0.00022412064],"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":[0.00044639845,0.00024032203,0.018020326,0.0005249871,0.000077673765,0.00040956755,0.0005205531,0.14082347,0.4071091,0.011645334,0.0004837626,0.4196985],"study_design_scores_gemma":[0.000014660736,0.00026941407,0.004951327,0.000016517217,0.000029876488,0.00019190086,0.00008994128,0.91180444,0.08023948,0.0010967251,0.0012724091,0.000023279395],"about_ca_topic_score_codex":0.0010345742,"about_ca_topic_score_gemma":0.0012640222,"teacher_disagreement_score":0.0010345742,"about_ca_system_score_codex":0.00015864604,"about_ca_system_score_gemma":0.00024801504,"threshold_uncertainty_score":0.0032154918},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996834,0.000022065764,0.00013707251,0.0000035045405,0.0000052885553,0.000008569858,0.00002552039,0.000002855986,0.000111953224],"genre_scores_gemma":[0.99860793,0.00007642693,0.00053291494,0.0000087659055,0.000004777581,0.000011722328,0.000048774007,0.000004590096,0.00070412597],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996854,0.00004481135,0.000036405632,0.00007059294,0.000086782704,0.00007606299],"domain_scores_gemma":[0.9990671,0.00041825545,0.00020948223,0.00011191217,0.00011605815,0.00007719219],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002943147,0.0005410152,0.0003268917,0.00019380692,0.00042955967,0.00024288592,0.00047534137,0.0005251459,0.0037317968],"category_scores_gemma":[0.0007490056,0.00023957352,0.0005182899,0.00016325909,0.0005296834,0.0003477202,0.0003380832,0.0003884925,0.00024814066],"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":[0.004597106,0.001693962,0.0016375284,0.000080795246,0.000019944802,0.00014034241,0.00014680614,0.0003828091,0.98875344,0.000045836598,0.00002180674,0.002479728],"study_design_scores_gemma":[0.00012248161,0.02187195,0.014362194,0.0000055310993,0.00007170814,0.000089953144,0.00020139509,0.0010024683,0.9617343,0.00003472782,0.00048129418,0.000022115875],"about_ca_topic_score_codex":0.0014975857,"about_ca_topic_score_gemma":0.0022192176,"teacher_disagreement_score":0.0037317968,"about_ca_system_score_codex":0.00025160576,"about_ca_system_score_gemma":0.0003327733,"threshold_uncertainty_score":0.012484074},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992704,0.0002517379,0.00019122372,0.000005953378,0.0000044600692,0.000005235152,0.000046039713,0.000005733591,0.00021927294],"genre_scores_gemma":[0.9983972,0.00027982317,0.0007267889,0.00001772743,0.000002403867,0.000008248016,0.000080023245,0.000008285684,0.0004795757],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998963,0.00001182863,0.0000067393453,0.000028707067,0.00002852126,0.000027824082],"domain_scores_gemma":[0.9998204,0.00003947182,0.00004535205,0.000008442482,0.00004336347,0.000042938664],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012724611,0.00033080837,0.00019586939,0.00024631596,0.00013599821,0.00021358674,0.00007820949,0.00017904094,0.00052921183],"category_scores_gemma":[0.00023908135,0.00010399038,0.00021093232,0.00017204958,0.00017623254,0.00021763923,0.00009659165,0.00030085776,0.000050831437],"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":[0.00025487554,0.0000359481,0.0012693888,0.00005681941,0.000010945759,0.000033566193,0.000024632704,0.000121483215,0.9963773,0.000009568189,0.000009142045,0.0017964051],"study_design_scores_gemma":[0.000008890116,0.0006147925,0.039140143,0.0000086427335,0.00003466007,0.000043602344,0.0000753654,0.0009290043,0.95863134,0.00001373843,0.00049231504,0.0000074281397],"about_ca_topic_score_codex":0.0018870052,"about_ca_topic_score_gemma":0.0037781512,"teacher_disagreement_score":0.0018870052,"about_ca_system_score_codex":0.00015913753,"about_ca_system_score_gemma":0.00011210147,"threshold_uncertainty_score":0.0037520528},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984528,0.00003282796,0.00038426838,0.000016940985,0.000004528792,0.000006802303,0.00014124335,0.000044132907,0.00091644045],"genre_scores_gemma":[0.9993389,0.00001624402,0.000076312535,0.000003817279,0.0000016101145,0.0000037692532,0.00009631237,0.0000043856235,0.0004584898],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988985,0.000019256686,0.000003925403,0.000017663782,0.000027203765,0.000042073545],"domain_scores_gemma":[0.9986951,0.0006396009,0.00009843646,0.00005602726,0.00030465343,0.00020625682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029567056,0.00020037041,0.00022664647,0.00072500604,0.00028785103,0.00037863338,0.00027769423,0.0003429992,0.003772163],"category_scores_gemma":[0.0009365094,0.00012900036,0.00017193216,0.00037898513,0.0006244435,0.0005276848,0.00034653844,0.00031685655,0.00023645144],"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":[0.015413465,0.0017758105,0.0544655,0.000435338,0.00011864422,0.0015011694,0.0012639606,0.21877216,0.65789497,0.0036094284,0.004064332,0.04068533],"study_design_scores_gemma":[0.00042020302,0.007603363,0.21843468,0.000097649034,0.00008752302,0.00044813575,0.002023087,0.5626031,0.20437028,0.0018075905,0.0019403169,0.00016418204],"about_ca_topic_score_codex":0.0028135628,"about_ca_topic_score_gemma":0.002214054,"teacher_disagreement_score":0.003772163,"about_ca_system_score_codex":0.0004312887,"about_ca_system_score_gemma":0.00026891707,"threshold_uncertainty_score":0.012619138},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.982983,0.00012017644,0.008985366,0.00018698904,0.000018309582,0.00003576523,0.001038727,0.00028333956,0.0063483426],"genre_scores_gemma":[0.9978818,0.000073097915,0.0013519706,0.000016801301,0.0000034300333,0.000013281723,0.00024208608,0.000028365026,0.00038915328],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999002,0.000018239809,0.000008094306,0.000017666223,0.00002873586,0.00002698151],"domain_scores_gemma":[0.99974483,0.00009131576,0.000035534238,0.00004222903,0.00005635853,0.000029770603],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029990013,0.00046152534,0.00043271628,0.0008525813,0.0004018381,0.0007306096,0.0005008994,0.0011808308,0.0018249725],"category_scores_gemma":[0.00092762004,0.00034964705,0.00053033687,0.0006452863,0.0006772704,0.0006062135,0.00040820747,0.00041975273,0.00022102047],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059267873,0.000065085085,0.009146566,0.000042457217,0.000022819184,0.00022724424,0.00008448894,0.9813068,0.005462054,0.0009304657,0.00029559113,0.0023571313],"study_design_scores_gemma":[0.00001117386,0.00001198363,0.0040542167,0.000005208985,0.000005575686,0.000018539822,0.000052284424,0.99471384,0.0006783746,0.00024041043,0.00019853628,0.000009828001],"about_ca_topic_score_codex":0.02154307,"about_ca_topic_score_gemma":0.014179342,"teacher_disagreement_score":0.02154307,"about_ca_system_score_codex":0.00088085426,"about_ca_system_score_gemma":0.00051894685,"threshold_uncertainty_score":0.042835355},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9931727,0.00030058445,0.0057423078,0.000008815681,0.000008186581,0.000021321226,0.00020940257,0.000029373161,0.0005072689],"genre_scores_gemma":[0.98935694,0.00034991515,0.008881702,0.000023190869,0.000005241519,0.000055769582,0.00052729953,0.000014754347,0.00078523386],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995322,0.000036557227,0.000064256805,0.00009403839,0.00024046065,0.000032540855],"domain_scores_gemma":[0.99936014,0.00006949497,0.00016994402,0.00006192858,0.0003037935,0.00003463373],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069575774,0.0006262861,0.0002565266,0.0012514818,0.00028417908,0.0002591565,0.0002653436,0.0003180165,0.00081211317],"category_scores_gemma":[0.0007260968,0.00021618325,0.00026409808,0.00085491966,0.00031204618,0.0003244204,0.0003081776,0.00031131253,0.00022197464],"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":[0.00005799799,0.000018335622,0.023317933,0.00008320515,0.000030008896,0.00010811123,0.00022307578,0.00025371043,0.9668542,0.00004730296,0.000035882873,0.008970218],"study_design_scores_gemma":[0.0000073647416,0.0003165051,0.29604816,0.000023199496,0.00010627893,0.0003394587,0.00047483575,0.0020061587,0.6990606,0.00006138926,0.0015270443,0.000029083318],"about_ca_topic_score_codex":0.0014626983,"about_ca_topic_score_gemma":0.007142468,"teacher_disagreement_score":0.0014626983,"about_ca_system_score_codex":0.00018908804,"about_ca_system_score_gemma":0.00019918331,"threshold_uncertainty_score":0.0036795735},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987679,0.000013234506,0.00082212006,0.00000656469,7.892325e-7,0.0000018317037,0.00001764386,0.000014248918,0.00035560067],"genre_scores_gemma":[0.9997017,0.000007490278,0.00018060197,0.000002095503,2.924873e-7,0.0000011167343,0.00001629997,0.0000039105494,0.00008654608],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998702,0.000022428127,0.000007660491,0.00002000587,0.00004823583,0.000031466778],"domain_scores_gemma":[0.99947625,0.0002732078,0.00008481674,0.000054661363,0.000078615965,0.000032460364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002500263,0.00017743983,0.00019905536,0.00032644512,0.00018585556,0.00026843624,0.00024090227,0.00024204284,0.0012996707],"category_scores_gemma":[0.0013492928,0.00014390363,0.00021039622,0.0001595333,0.00038022,0.00027408937,0.0003321923,0.00017375476,0.00013536839],"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":[0.00080796384,0.00015696094,0.07955121,0.0001499351,0.000083623694,0.0004695163,0.00022585096,0.4560169,0.4302943,0.00033208836,0.0001271054,0.031784512],"study_design_scores_gemma":[0.000028935397,0.0014573712,0.15206553,0.000013383874,0.000086501626,0.0003630347,0.00026291012,0.67159903,0.17322195,0.00024791397,0.0006145773,0.000038819817],"about_ca_topic_score_codex":0.0018710054,"about_ca_topic_score_gemma":0.0030670466,"teacher_disagreement_score":0.0018710054,"about_ca_system_score_codex":0.0002882976,"about_ca_system_score_gemma":0.00019840749,"threshold_uncertainty_score":0.004347861},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988186,0.000038978706,0.00036507743,0.000011593841,0.0000015090426,0.00003340145,0.000022813314,0.000010639502,0.0006972896],"genre_scores_gemma":[0.99719465,0.00006979661,0.0022858346,0.00000719608,0.0000015936367,0.000007311563,0.000030925894,0.0000022351726,0.0004004456],"study_design_codex":"bench_or_experimental","study_design_gemma":"case_report","domain_scores_codex":[0.99960035,0.00010752511,0.000019659543,0.000044232962,0.00015273833,0.000075487456],"domain_scores_gemma":[0.9995278,0.00010986984,0.000074452335,0.000047258938,0.00017222573,0.00006844574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053543516,0.00035748028,0.00040099947,0.00063678966,0.00049040397,0.0004885526,0.00044261324,0.00046676217,0.00056198897],"category_scores_gemma":[0.0007321331,0.000115628776,0.00024138257,0.00063012843,0.00044729453,0.00025531027,0.00039116654,0.00021576585,0.00009506617],"study_design_candidate":"case_report","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":[0.002375914,0.0054232934,0.24119815,0.0009641774,0.00029979876,0.016744232,0.0036697679,0.10791706,0.38071677,0.0012731281,0.0008893428,0.23852842],"study_design_scores_gemma":[0.00015653078,0.021009568,0.70930415,0.00006781368,0.00038959872,0.0024968227,0.008894592,0.0872054,0.15988009,0.00035552928,0.010127806,0.00011210887],"about_ca_topic_score_codex":0.009972858,"about_ca_topic_score_gemma":0.03783747,"teacher_disagreement_score":0.009972858,"about_ca_system_score_codex":0.0007043422,"about_ca_system_score_gemma":0.00050624396,"threshold_uncertainty_score":0.01982963},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99030626,0.00004325015,0.0028763565,0.000027930679,0.0000066155308,0.000034313085,0.0028933699,0.00029439398,0.0035175136],"genre_scores_gemma":[0.9961015,0.000035601726,0.0018919562,0.0000065861723,8.951852e-7,0.000017123391,0.0012506326,0.000023472383,0.00067223824],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995352,0.000019450485,0.000034764296,0.00011676423,0.00023558093,0.00005826845],"domain_scores_gemma":[0.999348,0.00012606631,0.00008895489,0.00013526397,0.00027045896,0.000031243857],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040868935,0.00057421345,0.00033092068,0.001246391,0.00057037984,0.0006817488,0.00087822694,0.00052626384,0.0020639012],"category_scores_gemma":[0.001155462,0.0003006092,0.00035097505,0.001381637,0.00070224266,0.00031908584,0.00047545254,0.0003061409,0.0004773622],"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":[0.0015530334,0.00031271606,0.37567702,0.00044035565,0.00012094811,0.0009625767,0.0017731918,0.22609276,0.27049935,0.0013211457,0.0031186023,0.11812836],"study_design_scores_gemma":[0.0000458526,0.00043648336,0.5916867,0.000074806034,0.000084515224,0.00042596745,0.0021495193,0.16640535,0.22807647,0.0004991073,0.009962651,0.00015253069],"about_ca_topic_score_codex":0.13816157,"about_ca_topic_score_gemma":0.29787612,"teacher_disagreement_score":0.13816157,"about_ca_system_score_codex":0.0025754306,"about_ca_system_score_gemma":0.0011080761,"threshold_uncertainty_score":0.27471477},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92898655,0.00021410019,0.06566305,0.000020696447,0.000012040294,0.000031594813,0.0004401375,0.00025358435,0.004378268],"genre_scores_gemma":[0.99444985,0.00009071481,0.0044777943,0.0000040012656,0.0000018060213,0.000011689013,0.00023838005,0.000029323246,0.0006964493],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997547,0.000022925904,0.000015463213,0.000049359503,0.00013414629,0.00002335459],"domain_scores_gemma":[0.99855703,0.00041648318,0.00024292218,0.00021437726,0.00051275786,0.000056380057],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004978409,0.00027774987,0.0001876333,0.0011985609,0.00016042187,0.0004221578,0.0003429356,0.00031851747,0.0013013261],"category_scores_gemma":[0.0016305527,0.00012662627,0.00014184066,0.00055646955,0.00037176395,0.0005309251,0.00024949145,0.00023505469,0.00048665298],"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":[0.00046287046,0.00008741999,0.08887315,0.00036534862,0.0000357209,0.0004963766,0.00097594253,0.069913834,0.7119387,0.0018211768,0.00045509194,0.124574386],"study_design_scores_gemma":[0.000010825309,0.0007093933,0.41208738,0.0000744519,0.00004577868,0.0008151147,0.0012401895,0.1543924,0.4240476,0.0012582267,0.005202044,0.00011658533],"about_ca_topic_score_codex":0.0017808167,"about_ca_topic_score_gemma":0.005017023,"teacher_disagreement_score":0.0017808167,"about_ca_system_score_codex":0.00023773091,"about_ca_system_score_gemma":0.00022378136,"threshold_uncertainty_score":0.0043533444},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4632122,0.0000954142,0.51693183,0.00005558899,0.000040497,0.000105586994,0.000089095316,0.00043611147,0.019033719],"genre_scores_gemma":[0.91383076,0.000071466275,0.08132777,0.00001220533,0.0000046244895,0.00007329129,0.000064909706,0.000045254546,0.0045697656],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987006,0.000024167148,0.000008415137,0.000017084709,0.000053629945,0.000026557205],"domain_scores_gemma":[0.99987257,0.000028609637,0.0000326508,0.000012552833,0.0000376162,0.000015936605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016491112,0.0004108507,0.00023911096,0.0003638378,0.0002137267,0.00039557196,0.00044360946,0.00034325517,0.002028114],"category_scores_gemma":[0.00037749304,0.0002542284,0.00029352924,0.00013144551,0.00022109257,0.00022037323,0.0004108734,0.00022309621,0.0004583057],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021271626,0.00008433056,0.0037923686,0.0001764373,0.000026336418,0.00042812282,0.00017773177,0.7082666,0.19520636,0.009124663,0.00074647146,0.081757784],"study_design_scores_gemma":[0.00007776136,0.00062255474,0.0050894655,0.000054316788,0.00003599528,0.00020787389,0.0003508976,0.8994939,0.083337404,0.0019442892,0.008744689,0.000040910472],"about_ca_topic_score_codex":0.0014382853,"about_ca_topic_score_gemma":0.004045381,"teacher_disagreement_score":0.002028114,"about_ca_system_score_codex":0.00022829587,"about_ca_system_score_gemma":0.00064445933,"threshold_uncertainty_score":0.0067846775},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7614949,0.003244316,0.18517372,0.0006844766,0.00024482925,0.0007846694,0.00014396434,0.00051826396,0.047710765],"genre_scores_gemma":[0.9583011,0.00083623885,0.026386542,0.000028754757,0.000019596515,0.00009134871,0.000051137216,0.000013727635,0.014271488],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99976546,0.000037219488,0.000021590984,0.00003045293,0.00008668733,0.000058639023],"domain_scores_gemma":[0.99990225,0.000009713881,0.000025164962,0.000012330663,0.000029740328,0.000020752948],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022255362,0.0004162962,0.00018892044,0.0011301005,0.0008394432,0.00046760382,0.00083102204,0.00060487137,0.0041131196],"category_scores_gemma":[0.00034273477,0.00014424995,0.0005025985,0.00042165187,0.00045983752,0.0005122379,0.00058538903,0.0002424105,0.00041578384],"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":[0.0008954901,0.00093153625,0.013522962,0.0012289364,0.00006777591,0.0030628345,0.0017313072,0.1379649,0.13845651,0.060404517,0.0057007223,0.6360326],"study_design_scores_gemma":[0.00024300792,0.0057976255,0.08517096,0.0011562741,0.00055005436,0.0047990736,0.008590282,0.60349506,0.13287936,0.03205917,0.12493049,0.0003285775],"about_ca_topic_score_codex":0.0027065857,"about_ca_topic_score_gemma":0.006436934,"teacher_disagreement_score":0.0041131196,"about_ca_system_score_codex":0.0005328097,"about_ca_system_score_gemma":0.00048148425,"threshold_uncertainty_score":0.013759732},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0017872325,0.00009921662,0.9965456,0.000019037874,0.000021183507,0.000024420651,0.000016656772,0.000064578664,0.0014219859],"genre_scores_gemma":[0.12179505,0.0005185517,0.8702459,0.00007894389,0.000038807197,0.0003678504,0.00012306607,0.00022589166,0.006605946],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994562,0.00018560729,0.000024598296,0.00006923241,0.00024270771,0.000021698688],"domain_scores_gemma":[0.9995983,0.00021974146,0.000019814715,0.000052103158,0.00009124476,0.000018776771],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007131175,0.00062396785,0.0006821602,0.0007828026,0.0004123305,0.00049259135,0.0010488994,0.0010786385,0.0040188427],"category_scores_gemma":[0.001423422,0.00049742917,0.0009515138,0.00063280476,0.00068931415,0.0007961619,0.0012378785,0.0010975876,0.0012057745],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007828732,0.000085496424,0.0009489082,0.00028853668,0.00010148674,0.0001480261,0.00030174968,0.6949314,0.034708906,0.10653774,0.0014752285,0.16039425],"study_design_scores_gemma":[0.000008245359,0.000039054565,0.00012921229,0.000028577424,0.000012184804,0.00006332771,0.00001836588,0.97986376,0.0020641836,0.009328298,0.008429587,0.000015280983],"about_ca_topic_score_codex":0.0019388748,"about_ca_topic_score_gemma":0.0019412115,"teacher_disagreement_score":0.0040188427,"about_ca_system_score_codex":0.00037784444,"about_ca_system_score_gemma":0.0006287351,"threshold_uncertainty_score":0.013444364},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94598347,0.0008280301,0.048240017,0.00015178366,0.00005897295,0.00031893371,0.00051421556,0.00028109027,0.003623564],"genre_scores_gemma":[0.9416356,0.00056747196,0.055222295,0.00007156544,0.000014727112,0.00014906489,0.0004532322,0.00011091432,0.0017751995],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9975465,0.0005402405,0.00028982162,0.00027902858,0.0012582063,0.00008615886],"domain_scores_gemma":[0.99391997,0.0021425725,0.0009967261,0.0008199166,0.0020405864,0.00008035692],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003704624,0.0005845922,0.00045444566,0.00050301664,0.00037766673,0.0006722894,0.0007203872,0.0008700233,0.0009103943],"category_scores_gemma":[0.005769189,0.00027840765,0.00042629242,0.00045988488,0.00036679144,0.000805968,0.00035563982,0.0005678732,0.00042033676],"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":[0.00028589962,0.00023347622,0.02954101,0.00033825182,0.000040119907,0.00027545978,0.0003587226,0.003326392,0.9211539,0.0001091897,0.00022283854,0.044114675],"study_design_scores_gemma":[0.000008870383,0.002531741,0.074562326,0.00004365098,0.00005745167,0.00053119444,0.00050121685,0.003925372,0.91443235,0.00013265859,0.0032303254,0.00004297374],"about_ca_topic_score_codex":0.00090469414,"about_ca_topic_score_gemma":0.003634208,"teacher_disagreement_score":0.003704624,"about_ca_system_score_codex":0.00028503517,"about_ca_system_score_gemma":0.00030280504,"threshold_uncertainty_score":0},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99644643,0.00015233585,0.0019787438,0.00003208854,0.000010082031,0.000007359729,0.00025039047,0.00009170287,0.0010307928],"genre_scores_gemma":[0.99870205,0.00005991294,0.0010324195,0.0000075383773,0.0000019286663,0.000005480245,0.000077476776,0.000011166784,0.000102058315],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998708,0.00001383749,0.000010756542,0.000027371354,0.000047535694,0.000029745546],"domain_scores_gemma":[0.99958926,0.00016277534,0.00006806562,0.00008342311,0.00006504283,0.000031491643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003032309,0.00029395436,0.00023116943,0.00042908965,0.000267592,0.00033090237,0.0002139216,0.00027477642,0.0011422461],"category_scores_gemma":[0.0006771323,0.0001867822,0.00025503535,0.00040240024,0.0003739756,0.00029794796,0.00018842376,0.00032725657,0.000086833206],"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":[0.0004172945,0.00015821683,0.007327425,0.00035306384,0.000053430707,0.0007015412,0.0002971348,0.08825311,0.8885613,0.0013054117,0.00051252823,0.012059512],"study_design_scores_gemma":[0.00002273354,0.0003075222,0.035030928,0.000034321878,0.00004157425,0.0003045633,0.0002778519,0.32059437,0.6407918,0.0005769595,0.0019581772,0.000059124606],"about_ca_topic_score_codex":0.0011193638,"about_ca_topic_score_gemma":0.0013275519,"teacher_disagreement_score":0.0011422461,"about_ca_system_score_codex":0.00032756745,"about_ca_system_score_gemma":0.00010529615,"threshold_uncertainty_score":0.0038211346},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0062575373,0.00007198509,0.9902209,0.000036345944,0.000020518562,0.00003092699,0.00007530745,0.00040042488,0.0028860548],"genre_scores_gemma":[0.28888,0.00042896534,0.7013078,0.00009331521,0.00004613442,0.0005372809,0.00037346434,0.0004882155,0.0078448225],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977094,0.00005305905,0.000014822913,0.00002691334,0.0001188603,0.000015545676],"domain_scores_gemma":[0.9996822,0.00014606868,0.000028497454,0.000033437445,0.000098947996,0.0000109675275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003821314,0.00055986113,0.0004966226,0.0009850895,0.0004281068,0.0007822489,0.0008526016,0.0009854602,0.0047478396],"category_scores_gemma":[0.0008057787,0.00048168877,0.0009871131,0.0003321597,0.00045146383,0.0005162718,0.0007305796,0.0005793712,0.001358515],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022033535,0.000039032642,0.00072209776,0.0001025266,0.00004106972,0.000086231965,0.00017673294,0.9150975,0.01698077,0.019952226,0.0006722676,0.046107538],"study_design_scores_gemma":[0.0000036812748,0.0000059370254,0.00008131612,0.000010632371,0.0000027854712,0.000020372367,0.000011890409,0.99398094,0.0011518816,0.002242689,0.0024817854,0.0000060423504],"about_ca_topic_score_codex":0.0030352713,"about_ca_topic_score_gemma":0.0024679736,"teacher_disagreement_score":0.0047478396,"about_ca_system_score_codex":0.0003660945,"about_ca_system_score_gemma":0.0006233274,"threshold_uncertainty_score":0.015883088},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959758,0.000009823403,0.0010823623,0.000032686865,0.0000027709343,0.00002201651,0.00021092042,0.00004809063,0.0026154881],"genre_scores_gemma":[0.99670416,0.00002142779,0.001141153,0.000007854254,8.079417e-7,0.000010677221,0.00035097232,0.000011006911,0.0017520022],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981326,0.000013230807,0.0000059123945,0.000025289939,0.00008330806,0.00005902431],"domain_scores_gemma":[0.99982494,0.000023535085,0.000017403072,0.00001325214,0.00007936359,0.0000415037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017126296,0.00046645734,0.00032753372,0.0006773478,0.00091750093,0.0007051216,0.0006401245,0.00074879074,0.0014295283],"category_scores_gemma":[0.00051729317,0.00035348156,0.000279778,0.0009310392,0.00031835173,0.00020118075,0.0004182252,0.0004651428,0.00031039797],"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":[0.00042949605,0.00048074193,0.16588028,0.00009847144,0.00005588518,0.0034686865,0.0007643448,0.7441101,0.04070439,0.0007147193,0.002356111,0.040936727],"study_design_scores_gemma":[0.00003779309,0.0002002907,0.1539043,0.000012540632,0.000016383403,0.00013582014,0.0015801451,0.83783543,0.0045980522,0.00014561179,0.0015044727,0.000029104807],"about_ca_topic_score_codex":0.42327622,"about_ca_topic_score_gemma":0.65463865,"teacher_disagreement_score":0.5767238,"about_ca_system_score_codex":0.0029580912,"about_ca_system_score_gemma":0.0030907188,"threshold_uncertainty_score":0.841625},"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":"methods","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.025383111,0.074186586,0.866105,0.001032937,0.00024094999,0.000342739,0.00038971636,0.0005472265,0.031771705],"genre_scores_gemma":[0.50987333,0.12599276,0.34283423,0.00030804207,0.0009205019,0.00049000443,0.0008775235,0.00017410204,0.018529475],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99779534,0.00056221365,0.00016599045,0.00020507428,0.0011650559,0.000106298445],"domain_scores_gemma":[0.9984517,0.0006179584,0.0003237764,0.00007868989,0.00048030907,0.000047574144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021460187,0.0021430769,0.0011415347,0.004391394,0.00048553103,0.0023783657,0.0013478557,0.0016393478,0.0023241418],"category_scores_gemma":[0.0021441071,0.00068464293,0.0014538192,0.0016666307,0.00069286884,0.0018177172,0.001587525,0.00097189867,0.0007982422],"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":[0.00015741408,0.0002313805,0.0076247104,0.0030757037,0.00034271434,0.0008024753,0.0003016732,0.46268365,0.021270862,0.075282805,0.0040047006,0.42422193],"study_design_scores_gemma":[0.00004404734,0.0016912204,0.019571343,0.003198519,0.0005002858,0.0031150728,0.0008785826,0.66274804,0.0234283,0.13787612,0.14647935,0.000469113],"about_ca_topic_score_codex":0.0021129549,"about_ca_topic_score_gemma":0.0015312211,"teacher_disagreement_score":0.004391394,"about_ca_system_score_codex":0.0010826921,"about_ca_system_score_gemma":0.0012190981,"threshold_uncertainty_score":0.01134938},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99977034,0.00001263485,0.00012026946,0.0000011430642,7.5725205e-7,0.0000020877496,0.000028865688,0.0000051809475,0.00005879532],"genre_scores_gemma":[0.99936277,0.000014875037,0.0003022719,0.0000017688,4.6571617e-7,0.0000032776804,0.000107960135,0.0000022382128,0.00020439012],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998714,0.000009058753,0.000008505123,0.00003117603,0.000050741946,0.000029076717],"domain_scores_gemma":[0.9997495,0.000030001316,0.00006759522,0.000022845532,0.000076825636,0.000053212116],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021029836,0.00024172528,0.00028353903,0.00026824206,0.00026243916,0.0003530429,0.00023443626,0.00027747246,0.0003740093],"category_scores_gemma":[0.00030929345,0.00013728485,0.0001452822,0.000321371,0.00029491747,0.00020359638,0.0002710613,0.00027095922,0.00011950464],"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":[0.00030007318,0.00018690483,0.06048818,0.000033716693,0.000021167712,0.00036799692,0.00024356185,0.0029138045,0.92849463,0.000051100054,0.000044606106,0.0068543022],"study_design_scores_gemma":[0.000017908886,0.003276452,0.5279179,0.000015076753,0.000042017207,0.00025391873,0.0007821075,0.015158872,0.4513825,0.000054540138,0.0010595463,0.000039074024],"about_ca_topic_score_codex":0.0023435939,"about_ca_topic_score_gemma":0.006279732,"teacher_disagreement_score":0.0023435939,"about_ca_system_score_codex":0.00023663728,"about_ca_system_score_gemma":0.0002079146,"threshold_uncertainty_score":0.004659891},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96517885,0.00017320723,0.026937794,0.000059346283,0.000027653517,0.000019862671,0.00026023292,0.0002935581,0.007049529],"genre_scores_gemma":[0.99501157,0.00008628253,0.003873952,0.0000050737176,0.0000031090444,0.0000066734247,0.00015062744,0.000023691833,0.00083909265],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998883,0.000019994672,0.000009561781,0.000023882565,0.000039685354,0.000018565433],"domain_scores_gemma":[0.99961215,0.00017816883,0.00003957312,0.00007703554,0.000069428286,0.000023605324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028732952,0.000472662,0.00044675253,0.0006461494,0.00018652005,0.00054113584,0.0005271241,0.0005858679,0.0018765918],"category_scores_gemma":[0.0008114359,0.00013737664,0.0003742017,0.000529843,0.00028878092,0.00057735114,0.00030582002,0.00025570564,0.00029139282],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024694277,0.00012724574,0.007571153,0.000116852585,0.000021909642,0.00026126893,0.00011424382,0.93629575,0.01743975,0.0022241708,0.00040473414,0.035175953],"study_design_scores_gemma":[0.0000048171105,0.000072692965,0.0020620385,0.0000070463793,0.0000060025995,0.000023274717,0.000052208543,0.9940037,0.003253515,0.00019177944,0.00031439576,0.000008573746],"about_ca_topic_score_codex":0.004963677,"about_ca_topic_score_gemma":0.004016345,"teacher_disagreement_score":0.004963677,"about_ca_system_score_codex":0.00020557162,"about_ca_system_score_gemma":0.0002858794,"threshold_uncertainty_score":0.0098695755},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99817026,0.000016926664,0.0012727142,0.0000032910236,0.0000014469675,0.0000056658523,0.00003917821,0.000030046282,0.00046047903],"genre_scores_gemma":[0.99882144,0.000025399244,0.000775572,0.0000014298055,6.008747e-7,0.0000036353445,0.00004122779,0.0000036057506,0.00032709166],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982136,0.000020630863,0.00001006913,0.000020545256,0.00009507752,0.000032405067],"domain_scores_gemma":[0.9996803,0.0000780099,0.0000616106,0.000042321888,0.000100272584,0.00003760789],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027124485,0.00039312296,0.00026785338,0.0005827545,0.00024223168,0.0002763225,0.00036373638,0.0003268428,0.0010908465],"category_scores_gemma":[0.00055740675,0.00013646026,0.00018795095,0.00025914467,0.00032697772,0.00036164882,0.00037097264,0.00011890674,0.00024202044],"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":[0.0009387197,0.0002631335,0.027501695,0.00030888218,0.000039732182,0.000622024,0.00033615672,0.06998387,0.8455491,0.0003494957,0.00020290822,0.053904273],"study_design_scores_gemma":[0.000027481532,0.004708902,0.11169583,0.000035348825,0.00009619681,0.00037138053,0.00082578795,0.16732201,0.71307385,0.00024745247,0.0015158126,0.00007989261],"about_ca_topic_score_codex":0.0010164154,"about_ca_topic_score_gemma":0.0031990116,"teacher_disagreement_score":0.0010908465,"about_ca_system_score_codex":0.00021345909,"about_ca_system_score_gemma":0.00021710058,"threshold_uncertainty_score":0.0036492944},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99629515,0.0006837768,0.00257864,0.000017891874,0.000009525184,0.000011599309,0.00011178232,0.000028550561,0.00026308873],"genre_scores_gemma":[0.99640393,0.0006295502,0.0024352425,0.000011077234,0.0000039427437,0.000013630912,0.00008114816,0.000010422935,0.00041109888],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987555,0.000012082378,0.000008492045,0.000025667414,0.00005797418,0.000020315365],"domain_scores_gemma":[0.9998441,0.000042116983,0.000056174158,0.00000684577,0.000037085534,0.000013690867],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018793716,0.00023351025,0.00021445073,0.00036148063,0.00008874339,0.00021813285,0.00016430339,0.00023129045,0.00028446584],"category_scores_gemma":[0.00037744353,0.0001622335,0.00029393192,0.00029427008,0.00015572051,0.00030466935,0.00015132231,0.00040806315,0.0000795564],"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":[0.000039841652,0.000017042428,0.00042366915,0.00006487602,0.0000061845963,0.000031166524,0.000016770482,0.0003629207,0.99710363,0.00003786921,0.0000117279105,0.0018843526],"study_design_scores_gemma":[0.0000056679974,0.00027757394,0.006756178,0.0000070344945,0.0000235411,0.000051122723,0.000055105254,0.008132675,0.9840651,0.00002343725,0.00059016055,0.000012390745],"about_ca_topic_score_codex":0.0010974193,"about_ca_topic_score_gemma":0.002582148,"teacher_disagreement_score":0.0010974193,"about_ca_system_score_codex":0.00015655094,"about_ca_system_score_gemma":0.00012708508,"threshold_uncertainty_score":0.002182126},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99832577,0.00016884583,0.00067991135,0.00001924709,0.000028222405,0.0000067708065,0.00010090017,0.000024972565,0.00064533844],"genre_scores_gemma":[0.9985746,0.00007543942,0.0006234047,0.000018127212,0.000005453734,0.000006679869,0.000074330426,0.000014140164,0.0006077895],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979883,0.000028846145,0.000025810854,0.000057937454,0.00005297943,0.00003554775],"domain_scores_gemma":[0.9974292,0.0015120944,0.00021271767,0.00020658893,0.00046697224,0.00017249779],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042336807,0.00022199813,0.0002169851,0.00021304289,0.00019538238,0.00030216714,0.00017149777,0.00028199857,0.004243892],"category_scores_gemma":[0.0018172503,0.00024218988,0.00018836159,0.00015394652,0.00028979618,0.00036702736,0.00021844482,0.0002512361,0.00038767507],"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":[0.0018292051,0.00013032054,0.0051877494,0.000088586814,0.000023043956,0.0001693849,0.00010376641,0.0040039583,0.98014337,0.00006627934,0.00014032367,0.00811406],"study_design_scores_gemma":[0.000042328524,0.003003267,0.06651337,0.000014900868,0.00009596638,0.00017884122,0.00034957388,0.011670079,0.9168075,0.00006312774,0.001229829,0.00003132892],"about_ca_topic_score_codex":0.0012585873,"about_ca_topic_score_gemma":0.00297723,"teacher_disagreement_score":0.004243892,"about_ca_system_score_codex":0.00016116348,"about_ca_system_score_gemma":0.00023025322,"threshold_uncertainty_score":0.014197171},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80369395,0.020754121,0.13688207,0.0009360291,0.0002057446,0.0004879547,0.0001531889,0.0003531415,0.036533926],"genre_scores_gemma":[0.8834661,0.010098388,0.096378766,0.00010276434,0.000028220898,0.00008437185,0.00007506635,0.000024542978,0.0097417785],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997892,0.000042517462,0.000010984896,0.000042698724,0.000091853646,0.000022754592],"domain_scores_gemma":[0.99981505,0.00003954482,0.000045909554,0.000017763596,0.00006625044,0.000015498457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003998299,0.00028897016,0.00020957195,0.00048162608,0.0002184463,0.00052657496,0.00032600688,0.00037788824,0.0010711806],"category_scores_gemma":[0.00036164882,0.00016186158,0.00029099666,0.00037229186,0.0003520726,0.00041347375,0.00024677836,0.0003655991,0.0002799087],"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":[0.00014953325,0.00021188142,0.0014831292,0.00051773776,0.00002855828,0.000118908894,0.00016543253,0.0026793212,0.83148396,0.002858996,0.0002891777,0.16001335],"study_design_scores_gemma":[0.000036241305,0.0021345883,0.0072875684,0.00008425769,0.000065725115,0.0003254273,0.00015894584,0.005193563,0.9531583,0.00034682034,0.031174518,0.00003408932],"about_ca_topic_score_codex":0.0020317615,"about_ca_topic_score_gemma":0.005173242,"teacher_disagreement_score":0.0020317615,"about_ca_system_score_codex":0.00048849836,"about_ca_system_score_gemma":0.0005563365,"threshold_uncertainty_score":0.004039824},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8393007,0.00071250583,0.12354691,0.0005577582,0.0001494974,0.00006634616,0.00034580973,0.00039129864,0.034929194],"genre_scores_gemma":[0.9924584,0.00011705117,0.0026602084,0.000018328472,0.000011763201,0.000020425332,0.000045789708,0.000028707474,0.0046392665],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983406,0.000041231822,0.000009552804,0.000029855717,0.000040034283,0.00004526353],"domain_scores_gemma":[0.99949014,0.00023434171,0.00010160035,0.00003466031,0.00008149356,0.000057756188],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033613402,0.00048172337,0.0008639852,0.000621567,0.00065349473,0.0013057044,0.0012648676,0.0025342337,0.0024687438],"category_scores_gemma":[0.0011890364,0.0004740414,0.00063591235,0.00064533675,0.0014874954,0.0005774496,0.00070985744,0.00052279234,0.00024372013],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024375793,0.000020073978,0.00031288204,0.000020442532,0.000006662281,0.000104378334,0.000018239363,0.99567944,0.0015521551,0.0014992491,0.000051667525,0.00071042],"study_design_scores_gemma":[0.0000039500264,0.000013067879,0.00017839448,0.0000038648213,0.000002996088,0.000015027875,0.000013371996,0.9991511,0.00028886998,0.0002296116,0.000095254574,0.0000044648814],"about_ca_topic_score_codex":0.015251056,"about_ca_topic_score_gemma":0.008177376,"teacher_disagreement_score":0.015251056,"about_ca_system_score_codex":0.00090752845,"about_ca_system_score_gemma":0.0010848271,"threshold_uncertainty_score":0.030324578},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983016,0.000036744834,0.0009452891,0.000013922778,0.000010334045,0.0000044415415,0.00007073651,0.0000248789,0.0005919585],"genre_scores_gemma":[0.99860865,0.000030556377,0.0006405485,0.000006202952,0.0000029405956,0.0000054383127,0.00004998423,0.0000057880156,0.0006498698],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999777,0.000026531447,0.000012106781,0.000044283075,0.00009167891,0.000048418304],"domain_scores_gemma":[0.9994229,0.00016989974,0.000102697784,0.00009304883,0.00015612466,0.000055440145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022842738,0.00033266578,0.0002468647,0.00020114699,0.00032239992,0.00022006141,0.00048347653,0.0005703157,0.002439349],"category_scores_gemma":[0.00059194356,0.00017190282,0.000191552,0.00019974246,0.0005725097,0.00034446022,0.00033733834,0.00026618614,0.00025127924],"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":[0.0003310554,0.00011666455,0.0009734334,0.000072216906,0.000005225232,0.00011625383,0.0001164769,0.0017267861,0.9944554,0.00015672213,0.00008061004,0.0018491142],"study_design_scores_gemma":[0.000041870415,0.0016570298,0.014056594,0.000022182434,0.000025852774,0.00013802834,0.00034082535,0.029745864,0.95310223,0.00009654734,0.0007408311,0.00003207687],"about_ca_topic_score_codex":0.000537738,"about_ca_topic_score_gemma":0.000713213,"teacher_disagreement_score":0.002439349,"about_ca_system_score_codex":0.00017190707,"about_ca_system_score_gemma":0.00019406875,"threshold_uncertainty_score":0.008160412},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99751437,0.00064178667,0.0010085293,0.00001621422,0.0000053290705,0.000009961694,0.000111119545,0.000009941082,0.000682669],"genre_scores_gemma":[0.99540883,0.00050676643,0.0024194797,0.000020320156,0.000003715158,0.000019045634,0.00020861885,0.000014501733,0.0013986779],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999081,0.000010969964,0.0000056438494,0.000018134946,0.000042559597,0.000014582251],"domain_scores_gemma":[0.99983513,0.00003351459,0.00004923869,0.000008734393,0.00005454818,0.000018729346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016487148,0.00025734628,0.00009722641,0.00035702236,0.00014763758,0.0001975422,0.00008104465,0.00021214574,0.0008716343],"category_scores_gemma":[0.00017810192,0.0001140767,0.00018311114,0.00022346515,0.000108444685,0.00029249897,0.00009291776,0.00027893367,0.00016789639],"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":[0.00002861996,0.000009528588,0.0007815692,0.000052319,0.0000045129095,0.000054576456,0.000019085302,0.000080114776,0.9973471,0.000020346526,0.000007738601,0.0015944331],"study_design_scores_gemma":[0.0000027389917,0.00033809652,0.037666567,0.000012766444,0.000024607309,0.00030317297,0.00012721252,0.0008526407,0.9589302,0.000042303298,0.0016891017,0.000010640308],"about_ca_topic_score_codex":0.00042585027,"about_ca_topic_score_gemma":0.0015919162,"teacher_disagreement_score":0.0008716343,"about_ca_system_score_codex":0.000094077775,"about_ca_system_score_gemma":0.00009312266,"threshold_uncertainty_score":0.0029158592},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961748,0.0012049509,0.0009681802,0.00003666931,0.000028786875,0.000018927803,0.00015287727,0.000023853394,0.0013909304],"genre_scores_gemma":[0.99396175,0.0010148879,0.0021720624,0.00002746255,0.000012879235,0.00003089798,0.00012470115,0.000026008336,0.0026292577],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997614,0.00003054122,0.000017371787,0.00007019951,0.00009126051,0.00002915309],"domain_scores_gemma":[0.99963653,0.00011489712,0.000088165114,0.000033202465,0.00010460635,0.000022539905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028689564,0.00030305487,0.00032681972,0.00027563996,0.0002168844,0.00033964938,0.00020273338,0.00031275535,0.0017737674],"category_scores_gemma":[0.00051233236,0.00015312023,0.0003400607,0.0003399142,0.00021132083,0.00045317534,0.00019092746,0.0003638465,0.00027128882],"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":[0.00015593051,0.000024987741,0.00064246816,0.0001498174,0.000007924893,0.000042514013,0.00005452674,0.00014902283,0.9950028,0.000039740462,0.000036807724,0.003693463],"study_design_scores_gemma":[0.000013020872,0.0014046377,0.0061218827,0.000022909315,0.000051282463,0.000099698285,0.0001414595,0.0012949492,0.9874007,0.00004696658,0.0033903348,0.000012120142],"about_ca_topic_score_codex":0.0008309587,"about_ca_topic_score_gemma":0.0018965815,"teacher_disagreement_score":0.0017737674,"about_ca_system_score_codex":0.00020907538,"about_ca_system_score_gemma":0.00016511063,"threshold_uncertainty_score":0.005933881},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991091,0.000012723995,0.0005640945,0.0000047264534,0.0000011805939,0.000005935915,0.000020199412,0.00001268486,0.00026928412],"genre_scores_gemma":[0.9997117,0.000012272474,0.00011390723,0.0000010368898,3.161771e-7,0.0000022197405,0.000013822271,0.000002191241,0.0001424567],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999864,0.000019914147,0.000009055109,0.000018994111,0.000044910958,0.00004307186],"domain_scores_gemma":[0.9995838,0.00019465356,0.00011230135,0.000019369885,0.000052738895,0.00003721276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021206625,0.00039418103,0.00024757042,0.00058687024,0.00033659177,0.0005435603,0.00028898835,0.00057730987,0.0010580326],"category_scores_gemma":[0.00077300286,0.00019874756,0.00033535942,0.0002545835,0.00064522756,0.0004429186,0.00032941232,0.00019699917,0.00025206438],"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":[0.0009216207,0.00040032176,0.038944636,0.00023409483,0.000038349845,0.0015351602,0.0004490336,0.3492578,0.5959101,0.00023081261,0.00011120478,0.011966807],"study_design_scores_gemma":[0.000028858844,0.0012369701,0.12270424,0.00002110098,0.00004958544,0.00035514458,0.0012119475,0.6793939,0.1944281,0.0002313231,0.00026371412,0.00007515923],"about_ca_topic_score_codex":0.0037848821,"about_ca_topic_score_gemma":0.00410371,"teacher_disagreement_score":0.0037848821,"about_ca_system_score_codex":0.00037463417,"about_ca_system_score_gemma":0.00025712483,"threshold_uncertainty_score":0.007525742},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99845123,0.00002229401,0.00062025664,0.0000070819783,0.0000012176998,0.0000017612508,0.00002817222,0.0000165371,0.00085139583],"genre_scores_gemma":[0.99940777,0.000009201781,0.00009808328,0.0000012648197,9.407879e-7,0.0000010303025,0.00003469068,0.0000030764986,0.0004440598],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99995303,0.000006543142,0.0000019635995,0.000007642984,0.000019418978,0.00001140262],"domain_scores_gemma":[0.9996718,0.00013768536,0.00007410559,0.000020262432,0.000060635983,0.000035446756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007886653,0.00014910227,0.00012334375,0.00044458057,0.00012383661,0.00016092944,0.00017088908,0.00015722413,0.0017009436],"category_scores_gemma":[0.0004616932,0.00008492354,0.00007940587,0.00019411668,0.00019664035,0.00015555385,0.00009202969,0.000100417106,0.0002233565],"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":[0.0021909117,0.00020915139,0.026167072,0.00007242306,0.000028257933,0.0005691845,0.00042818353,0.04713458,0.89680296,0.0021268902,0.0003964513,0.023873873],"study_design_scores_gemma":[0.000080037695,0.0011468015,0.2680424,0.000015891845,0.0000486831,0.0008233691,0.0005075093,0.41929102,0.3073301,0.00094894454,0.0017154268,0.000049763166],"about_ca_topic_score_codex":0.0007699541,"about_ca_topic_score_gemma":0.0008400461,"teacher_disagreement_score":0.0017009436,"about_ca_system_score_codex":0.00011127757,"about_ca_system_score_gemma":0.00007535348,"threshold_uncertainty_score":0.005690217},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972807,0.00016170056,0.0020444056,0.000015935304,0.000011533212,0.0000051348993,0.000022768674,0.00003476464,0.00042298148],"genre_scores_gemma":[0.9963865,0.00016333917,0.002523016,0.000012518746,0.0000017516348,0.0000038061903,0.000021689926,0.000006944308,0.0008803609],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999325,0.0000072699286,0.000005245805,0.000017625935,0.000020000496,0.000017250733],"domain_scores_gemma":[0.99992955,0.0000104187775,0.00002395223,0.000007064961,0.000019544563,0.000009459734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010651669,0.00030530585,0.00014688997,0.0002789406,0.0001237758,0.000315686,0.00020345161,0.00023309939,0.000569601],"category_scores_gemma":[0.00013126804,0.00013115592,0.000257401,0.00019601439,0.00015474626,0.00034947257,0.00019983028,0.00020324104,0.00010155611],"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":[0.000069199334,0.000034076453,0.00032794505,0.000043739015,0.00000501003,0.00004632798,0.00001772565,0.0006674083,0.9943394,0.00006510056,0.00001697181,0.0043671266],"study_design_scores_gemma":[0.000003560797,0.00017178671,0.0010484131,0.0000032826163,0.000012437959,0.000033241864,0.000026251928,0.0018479507,0.99650276,0.000015197841,0.00033042065,0.0000046844375],"about_ca_topic_score_codex":0.0011615619,"about_ca_topic_score_gemma":0.0036584663,"teacher_disagreement_score":0.0011615619,"about_ca_system_score_codex":0.00020496311,"about_ca_system_score_gemma":0.00027035153,"threshold_uncertainty_score":0.0023096204},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9759321,0.00028954455,0.02151511,0.000041987038,0.000008563171,0.000019920737,0.00015967526,0.00010439771,0.001928712],"genre_scores_gemma":[0.9985115,0.00006020826,0.0011811916,0.0000036035628,0.0000013453247,0.0000049413375,0.0000584875,0.000013938273,0.00016470034],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992912,0.00017741146,0.00004500473,0.00010910342,0.00028306345,0.00009415677],"domain_scores_gemma":[0.99633574,0.0023564612,0.00041470418,0.00025166155,0.00059244764,0.00004892091],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014942617,0.0005253226,0.0005621832,0.0011496871,0.00033383557,0.0009206916,0.00035299428,0.000641664,0.0011921903],"category_scores_gemma":[0.0047745677,0.00024723265,0.0007824681,0.00084938685,0.0004908286,0.00086910237,0.0004502808,0.00045760005,0.0002547549],"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":[0.00044082926,0.00007746093,0.04108918,0.00024400062,0.00014725782,0.0006242539,0.00015751191,0.85374606,0.07223663,0.0017253801,0.00024707278,0.029264394],"study_design_scores_gemma":[0.000017554332,0.00045026327,0.048143957,0.000038600185,0.00020531681,0.0002919479,0.0004535784,0.8299491,0.117814556,0.0015325047,0.0010286431,0.000074082636],"about_ca_topic_score_codex":0.0031070304,"about_ca_topic_score_gemma":0.003138353,"teacher_disagreement_score":0.0031070304,"about_ca_system_score_codex":0.00048799202,"about_ca_system_score_gemma":0.00037221995,"threshold_uncertainty_score":0.007902503},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982566,0.00010695622,0.0010925828,0.0000063539055,0.0000023201148,0.000008813351,0.00012323108,0.00003066282,0.00037244763],"genre_scores_gemma":[0.9977355,0.0000855367,0.0016160969,0.000019310188,0.0000016928919,0.0000137666,0.0001524246,0.000009388256,0.00036639022],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983644,0.000013287728,0.000008006569,0.00006840063,0.0000453488,0.000028597364],"domain_scores_gemma":[0.99961674,0.00008889366,0.00010354654,0.000023656952,0.00011953351,0.00004764955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024818064,0.0004038889,0.000299931,0.00053564704,0.00033642782,0.00044008307,0.00027494496,0.0002551465,0.00060466817],"category_scores_gemma":[0.0003430422,0.00019116573,0.00017662553,0.00037147396,0.00024064632,0.00032623604,0.00022469985,0.0003206921,0.00013909866],"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":[0.00009930483,0.000038199756,0.07679546,0.00015880131,0.000040209772,0.00019784886,0.00060147967,0.0005231897,0.9121412,0.000048801467,0.000059352333,0.009296154],"study_design_scores_gemma":[0.000008393704,0.00036797416,0.8957146,0.000021548787,0.00006810156,0.00037018268,0.0009635394,0.0031196182,0.09771989,0.00010499042,0.0015150063,0.000026130243],"about_ca_topic_score_codex":0.009700681,"about_ca_topic_score_gemma":0.041300554,"teacher_disagreement_score":0.009700681,"about_ca_system_score_codex":0.00035043724,"about_ca_system_score_gemma":0.0002296801,"threshold_uncertainty_score":0.01928842},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99632746,0.00002493915,0.0032117625,0.00001832223,0.0000049090586,0.000013716383,0.00002691663,0.00003840374,0.00033360548],"genre_scores_gemma":[0.9981798,0.000024222061,0.0015039218,0.0000041280655,0.0000011614741,0.0000066918647,0.000019302157,0.000003953818,0.00025679087],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9997731,0.000039910086,0.000012666058,0.000049839626,0.00007889592,0.000045664547],"domain_scores_gemma":[0.9994466,0.00029487634,0.000077673234,0.00006363236,0.00007868331,0.00003858324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041585456,0.00039872382,0.00037914357,0.0003356188,0.00041971973,0.00045241287,0.00052045105,0.001017677,0.00072261743],"category_scores_gemma":[0.0007171278,0.0002214128,0.00044294455,0.00021614757,0.00047056575,0.00028005286,0.00039214775,0.00026139957,0.000120387616],"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":[0.00073254487,0.0008053254,0.056916483,0.0003187275,0.00010157985,0.007856415,0.0011127925,0.68878186,0.19899432,0.0005170908,0.00066709786,0.0431958],"study_design_scores_gemma":[0.00011438124,0.0027907337,0.07502648,0.00005065902,0.00014323845,0.0011165304,0.0019553194,0.8352079,0.081732,0.00043348916,0.0013396614,0.00008976302],"about_ca_topic_score_codex":0.00525029,"about_ca_topic_score_gemma":0.00828313,"teacher_disagreement_score":0.00525029,"about_ca_system_score_codex":0.0004764446,"about_ca_system_score_gemma":0.00033558474,"threshold_uncertainty_score":0.0104394555},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99904186,0.000028994662,0.0007587573,0.0000037690204,0.0000011750668,0.0000049398614,0.000042195352,0.000009360292,0.00010899779],"genre_scores_gemma":[0.9991448,0.000026434605,0.0005567187,0.000002382334,9.561803e-7,0.000002905125,0.00005860625,0.0000037455757,0.00020339713],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999739,0.00005840374,0.000023590832,0.00003993,0.000096339616,0.00004275216],"domain_scores_gemma":[0.9994407,0.00019763726,0.00010133116,0.000039708768,0.00016699723,0.0000534712],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007841999,0.00020703391,0.00033995227,0.00049243926,0.00020711544,0.00028964705,0.00019285499,0.0002257691,0.0007552537],"category_scores_gemma":[0.0008973629,0.00011565546,0.00036233367,0.00046535608,0.00024244172,0.00022189699,0.00020575791,0.00017816544,0.00010768185],"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":[0.002296567,0.0002492479,0.017020168,0.00008345981,0.00006000736,0.000068911075,0.00007857652,0.0036532716,0.96429646,0.00005691926,0.000040831885,0.012095597],"study_design_scores_gemma":[0.000022415908,0.0028243922,0.065340534,0.000003500731,0.00009477243,0.00008239469,0.00010573596,0.013314842,0.9178909,0.00003450287,0.0002715155,0.00001442318],"about_ca_topic_score_codex":0.0019294719,"about_ca_topic_score_gemma":0.0034313367,"teacher_disagreement_score":0.0019294719,"about_ca_system_score_codex":0.00019777042,"about_ca_system_score_gemma":0.00022712543,"threshold_uncertainty_score":0.004147291},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99883133,0.0002800842,0.0005043577,0.000006761656,0.000007732142,0.0000038474136,0.000016144608,0.00001291884,0.0003368942],"genre_scores_gemma":[0.9988172,0.00021805352,0.00054490875,0.000007645333,0.000004313336,0.0000048268394,0.000021489648,0.000004365845,0.00037718422],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999112,0.000010197865,0.000008298526,0.000021176706,0.00002082516,0.000028204753],"domain_scores_gemma":[0.9998598,0.000030078374,0.000039597762,0.0000117965765,0.00002733657,0.00003145196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016131921,0.00039802046,0.00020562827,0.00022519915,0.000113789334,0.00014950687,0.00014678272,0.00020786149,0.0006113808],"category_scores_gemma":[0.00020191948,0.00017191528,0.000252959,0.00020929158,0.0001386557,0.0002888682,0.00013118569,0.00024356958,0.00008413786],"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":[0.00012799258,0.000023355147,0.00013978533,0.00004235937,0.0000055682863,0.000030903448,0.000020899053,0.0001047536,0.9979487,0.000022020331,0.000011881911,0.0015217267],"study_design_scores_gemma":[0.000003912343,0.00020183914,0.0014276203,0.0000019698573,0.000014417111,0.000029808292,0.000012123867,0.00057041127,0.99755305,0.0000043953437,0.00017637273,0.0000041809317],"about_ca_topic_score_codex":0.00034684912,"about_ca_topic_score_gemma":0.00093224813,"teacher_disagreement_score":0.0006113808,"about_ca_system_score_codex":0.00007242059,"about_ca_system_score_gemma":0.000101558435,"threshold_uncertainty_score":0.0020453334},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9246325,0.00362566,0.066140264,0.00015387533,0.00020580587,0.00013741879,0.0001832524,0.00039771298,0.004523534],"genre_scores_gemma":[0.98715043,0.0006795246,0.010975834,0.00006412669,0.000017889262,0.000051539922,0.000070003436,0.000029106732,0.00096156565],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982566,0.000012453646,0.00001449878,0.00004748267,0.00006416659,0.00003573821],"domain_scores_gemma":[0.99989116,0.000015464468,0.000032322572,0.000018434277,0.000031429616,0.000011102687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012095709,0.0005025467,0.00035057243,0.0005321887,0.00023260122,0.0003618316,0.0004784398,0.00039266548,0.0011492583],"category_scores_gemma":[0.00026319217,0.00019951748,0.00025904583,0.00048121996,0.00037487908,0.00068782165,0.00031780286,0.0004323509,0.00020801],"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":[0.0001466605,0.00008977514,0.0009013734,0.0005448789,0.000017436714,0.00018770761,0.00009338734,0.003422143,0.9470226,0.0008804658,0.00041169196,0.046281915],"study_design_scores_gemma":[0.00002426114,0.0006649446,0.0057292264,0.00004481464,0.000052278625,0.0002094636,0.00017015942,0.017955817,0.9683833,0.00038139988,0.0063415584,0.000042717595],"about_ca_topic_score_codex":0.0006063195,"about_ca_topic_score_gemma":0.0018913263,"teacher_disagreement_score":0.0011492583,"about_ca_system_score_codex":0.0002581516,"about_ca_system_score_gemma":0.0002369719,"threshold_uncertainty_score":0.0038446784},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992199,0.000008673356,0.000445218,0.000008155646,0.0000014095784,0.0000015888389,0.00002763014,0.000024218227,0.00026311274],"genre_scores_gemma":[0.9997042,0.000011425534,0.00012342646,0.0000022628196,4.6145036e-7,0.0000015642242,0.000028340022,0.0000019741542,0.00012627743],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989676,0.00001458121,0.000008236255,0.000014973702,0.000032604297,0.0000327838],"domain_scores_gemma":[0.9997986,0.0000578191,0.00004296447,0.000027304777,0.00003710964,0.000036301095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001852072,0.00044347942,0.00031232982,0.00033536996,0.00016265186,0.00031443796,0.0003412329,0.00047514497,0.0010386953],"category_scores_gemma":[0.00045410893,0.00015761846,0.00029031193,0.0003017891,0.0004074014,0.00025079766,0.00032063253,0.00024308657,0.00014758324],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010451325,0.00020649811,0.028556338,0.00012592903,0.0000806761,0.001598398,0.0004037573,0.5339627,0.423821,0.0005370565,0.0003286975,0.009333876],"study_design_scores_gemma":[0.0000399636,0.0010870192,0.052956343,0.00001814722,0.00006018811,0.00023132609,0.00068903825,0.8216392,0.12268833,0.00018572017,0.00035052016,0.00005423787],"about_ca_topic_score_codex":0.00287374,"about_ca_topic_score_gemma":0.0025340687,"teacher_disagreement_score":0.00287374,"about_ca_system_score_codex":0.00023748942,"about_ca_system_score_gemma":0.0002299119,"threshold_uncertainty_score":0.0057139993},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70320445,0.00060420507,0.28406024,0.0008492239,0.00007000821,0.00017678014,0.00023970759,0.00046319046,0.010332266],"genre_scores_gemma":[0.9764721,0.00019731783,0.022565138,0.00005251159,0.000010648861,0.000052729883,0.000051223495,0.000026055928,0.00057239545],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9991093,0.00025489143,0.000056793146,0.00015993301,0.00031269854,0.00010636486],"domain_scores_gemma":[0.9985361,0.0006461621,0.0002409782,0.0002144703,0.0002847544,0.000077622164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016926948,0.0007038061,0.00050018996,0.0007665688,0.0007465126,0.0014032532,0.0011290589,0.000926835,0.0013574989],"category_scores_gemma":[0.0036631096,0.00032405037,0.00036734922,0.0005901586,0.0009730486,0.0014553153,0.0016533894,0.0007786245,0.00021343367],"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":[0.00033104644,0.0003781666,0.099995,0.0009470426,0.00018287954,0.00095205125,0.0020661654,0.5099044,0.10678221,0.017078511,0.0010933772,0.2602892],"study_design_scores_gemma":[0.00003680964,0.0009106656,0.10130383,0.00035538053,0.00019200744,0.00075716677,0.005470506,0.7813998,0.07351614,0.027605569,0.008261942,0.00019015456],"about_ca_topic_score_codex":0.005631739,"about_ca_topic_score_gemma":0.011026927,"teacher_disagreement_score":0.005631739,"about_ca_system_score_codex":0.000609075,"about_ca_system_score_gemma":0.0010661392,"threshold_uncertainty_score":0.011197925},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.951554,0.0001979365,0.046859156,0.000050688057,0.0000035238816,0.000025699881,0.000113174734,0.00010068755,0.001095073],"genre_scores_gemma":[0.989523,0.0002779036,0.00956639,0.000009382038,0.0000023402433,0.000016015294,0.000106059706,0.000006488183,0.0004924299],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998516,0.000030482406,0.000011524709,0.000023505563,0.00006731795,0.000015474565],"domain_scores_gemma":[0.9995896,0.00018227633,0.00009310306,0.00004333048,0.000063984575,0.000027735341],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033164583,0.0005589949,0.0002919696,0.00056938827,0.00013865146,0.0003607537,0.0005488819,0.00046185762,0.0007595808],"category_scores_gemma":[0.0009024234,0.00023077699,0.00012216247,0.00039486235,0.0005939688,0.00057741854,0.00033616877,0.0002420807,0.0002004392],"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":[0.00038066725,0.00012582091,0.06105451,0.00047388542,0.00003782966,0.00055715593,0.00086328614,0.17161618,0.70926034,0.0016665725,0.00010420589,0.053859532],"study_design_scores_gemma":[0.0000149739,0.00058643613,0.1490243,0.00008647748,0.000042306998,0.00045048993,0.001442313,0.57813036,0.26654142,0.0016767766,0.0019222487,0.00008186882],"about_ca_topic_score_codex":0.002400011,"about_ca_topic_score_gemma":0.004596806,"teacher_disagreement_score":0.002400011,"about_ca_system_score_codex":0.0002700563,"about_ca_system_score_gemma":0.00029684982,"threshold_uncertainty_score":0.0047721267},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8857475,0.002993484,0.011514629,0.015897326,0.00030143838,0.00036798086,0.0007944655,0.00020256925,0.08218055],"genre_scores_gemma":[0.9706129,0.0027341319,0.011497109,0.00034635584,0.000031890224,0.00006744127,0.0002429828,0.00012136977,0.014345794],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99936277,0.000071012495,0.000036755868,0.00007254193,0.00030760877,0.00014926017],"domain_scores_gemma":[0.9991381,0.0000824477,0.00010025339,0.00007812196,0.00034029002,0.00026075367],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010169268,0.0005888591,0.00033402946,0.00058799225,0.001811334,0.0025809791,0.0014165235,0.0011325593,0.0060216747],"category_scores_gemma":[0.0032892583,0.000539795,0.0004058505,0.0007922809,0.0020285288,0.0013730087,0.0014956738,0.0017001851,0.00095149665],"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":[0.00047465926,0.0005205402,0.24063072,0.0016724012,0.00012432599,0.018787375,0.068139955,0.044213977,0.038640782,0.017795928,0.03706809,0.5319313],"study_design_scores_gemma":[0.000113921575,0.0010281068,0.5323098,0.0013114187,0.00012670217,0.0030593844,0.1216983,0.018511968,0.002816869,0.011507973,0.307229,0.00028659578],"about_ca_topic_score_codex":0.47897932,"about_ca_topic_score_gemma":0.7135501,"teacher_disagreement_score":0.47897932,"about_ca_system_score_codex":0.006689511,"about_ca_system_score_gemma":0.00697865,"threshold_uncertainty_score":0.9523827},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99778986,0.00006969077,0.00088378025,0.000009450095,0.000006077913,0.0000038727153,0.00023979826,0.000053972748,0.00094351557],"genre_scores_gemma":[0.99915886,0.000029448362,0.0001986026,0.000006438665,0.0000010534203,0.0000025325148,0.00009739582,0.000008949087,0.00049666234],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987936,0.000010424157,0.000007204899,0.000031774227,0.000026718055,0.00004460028],"domain_scores_gemma":[0.99967897,0.00008839466,0.00006983076,0.000037212896,0.000082426915,0.000043147753],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000117539756,0.00022757737,0.00016185819,0.00022919379,0.000110092304,0.00033375315,0.00014031879,0.00024138649,0.002633909],"category_scores_gemma":[0.00040527852,0.00012289669,0.00011495311,0.0002707338,0.00016781667,0.0003616428,0.00014126688,0.00032651328,0.00048754306],"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":[0.0009825977,0.00015840631,0.016744092,0.000060024795,0.000027672046,0.0002825813,0.0002695579,0.0032981904,0.961863,0.00013305937,0.00032109398,0.015859859],"study_design_scores_gemma":[0.000015676416,0.0006729245,0.112608746,0.0000103397515,0.000035452224,0.00022645075,0.00031972036,0.008962833,0.8755403,0.00018860678,0.0013936299,0.000025313762],"about_ca_topic_score_codex":0.00046154557,"about_ca_topic_score_gemma":0.0005643906,"teacher_disagreement_score":0.002633909,"about_ca_system_score_codex":0.00012785144,"about_ca_system_score_gemma":0.000056572655,"threshold_uncertainty_score":0.008811295},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99778986,0.00006969077,0.00088378025,0.000009450095,0.000006077913,0.0000038727153,0.00023979826,0.000053972748,0.00094351557],"genre_scores_gemma":[0.99915886,0.000029448362,0.0001986026,0.000006438665,0.0000010534203,0.0000025325148,0.00009739582,0.000008949087,0.00049666234],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987936,0.000010424157,0.000007204899,0.000031774227,0.000026718055,0.00004460028],"domain_scores_gemma":[0.99967897,0.00008839466,0.00006983076,0.000037212896,0.000082426915,0.000043147753],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000117539756,0.00022757737,0.00016185819,0.00022919379,0.000110092304,0.00033375315,0.00014031879,0.00024138649,0.002633909],"category_scores_gemma":[0.00040527852,0.00012289669,0.00011495311,0.0002707338,0.00016781667,0.0003616428,0.00014126688,0.00032651328,0.00048754306],"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":[0.0009825977,0.00015840631,0.016744092,0.000060024795,0.000027672046,0.0002825813,0.0002695579,0.0032981904,0.961863,0.00013305937,0.00032109398,0.015859859],"study_design_scores_gemma":[0.000015676416,0.0006729245,0.112608746,0.0000103397515,0.000035452224,0.00022645075,0.00031972036,0.008962833,0.8755403,0.00018860678,0.0013936299,0.000025313762],"about_ca_topic_score_codex":0.00046154557,"about_ca_topic_score_gemma":0.0005643906,"teacher_disagreement_score":0.002633909,"about_ca_system_score_codex":0.00012785144,"about_ca_system_score_gemma":0.000056572655,"threshold_uncertainty_score":0.008811295},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989685,0.00031339898,0.00028023333,0.0000074740997,0.0000036864403,0.0000053133563,0.00009071376,0.000007738855,0.00032290327],"genre_scores_gemma":[0.99808913,0.00039609225,0.00070322974,0.000011605443,0.0000024434098,0.000009195172,0.00014652207,0.000008353222,0.0006333557],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998574,0.000016306087,0.000011764563,0.000024522567,0.000055860568,0.000033977703],"domain_scores_gemma":[0.9998529,0.00001958553,0.000050215036,0.000008328908,0.00003734271,0.00003173847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017881932,0.0005075163,0.00020913758,0.000403516,0.00014450644,0.0002717167,0.000107247455,0.00021245968,0.0005839549],"category_scores_gemma":[0.00022954479,0.00013229,0.00024592876,0.00036537452,0.00016000222,0.00024716594,0.00022951698,0.00028693723,0.00008645982],"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":[0.00011463524,0.000019315865,0.0012250378,0.00007121354,0.000010871134,0.000051268147,0.000025173567,0.00029251422,0.9965423,0.000017136197,0.000012059383,0.0016185088],"study_design_scores_gemma":[0.0000054908273,0.0005164108,0.026532494,0.000013012036,0.00004285322,0.00008981662,0.00009649996,0.00059013074,0.9709929,0.000022918695,0.0010895125,0.000008012432],"about_ca_topic_score_codex":0.0015191241,"about_ca_topic_score_gemma":0.0035143644,"teacher_disagreement_score":0.0015191241,"about_ca_system_score_codex":0.00022395978,"about_ca_system_score_gemma":0.00020551773,"threshold_uncertainty_score":0.0030205846},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980306,0.000050353396,0.0013391566,0.000006497086,0.0000034002078,0.000005428456,0.00011487171,0.000017316757,0.00043241185],"genre_scores_gemma":[0.9994634,0.000038787464,0.0002885739,9.1077425e-7,4.6021907e-7,0.0000047848944,0.000048208385,0.0000033799054,0.0001514486],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998907,0.000012680917,0.0000067096603,0.00003370939,0.00003524137,0.000021015065],"domain_scores_gemma":[0.9995962,0.00023257245,0.000051051687,0.000040560793,0.00006467123,0.000014946433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034549637,0.00040110212,0.00029558263,0.00041217406,0.0002542434,0.00031869428,0.0005019993,0.00048846274,0.0009718339],"category_scores_gemma":[0.00057303277,0.00017410668,0.00045312848,0.00047607027,0.00040741154,0.00063806697,0.00017854161,0.00031872952,0.00017051032],"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":[0.0015086748,0.0006052165,0.011233015,0.00025975643,0.00005295222,0.00026737718,0.00014836022,0.4542343,0.5128397,0.0006010779,0.00018645207,0.01806312],"study_design_scores_gemma":[0.00003880825,0.0006964788,0.01806084,0.000019221043,0.00006144531,0.000053273332,0.000107522355,0.5888875,0.39143234,0.00028402676,0.00032515635,0.000033457996],"about_ca_topic_score_codex":0.005552989,"about_ca_topic_score_gemma":0.004564027,"teacher_disagreement_score":0.005552989,"about_ca_system_score_codex":0.0004762888,"about_ca_system_score_gemma":0.00027486056,"threshold_uncertainty_score":0.011041284},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9045392,0.00025450162,0.07914963,0.0001455414,0.00004514514,0.00007106826,0.0003337911,0.00024531942,0.015215779],"genre_scores_gemma":[0.9892741,0.000095247204,0.0065928167,0.000013846833,0.0000042091574,0.000033084736,0.00013476584,0.00003576276,0.00381611],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982893,0.000038483802,0.000009680018,0.000024906842,0.00006704324,0.000030998926],"domain_scores_gemma":[0.99958366,0.0002017624,0.00005693706,0.000033337645,0.000086495354,0.000037779813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003498591,0.00046984298,0.000619808,0.0008059942,0.0004139466,0.0008071016,0.0011185985,0.0015720407,0.0028325082],"category_scores_gemma":[0.0009315853,0.0006871216,0.00048535172,0.0005795946,0.000922912,0.00044471514,0.0004071007,0.0004472225,0.0003162873],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003820113,0.000035946854,0.0005827999,0.000021672971,0.000009104282,0.00003788957,0.000037103673,0.9922351,0.004249838,0.0009886334,0.000065607244,0.0016980215],"study_design_scores_gemma":[0.0000050943345,0.000020571308,0.0005391441,0.0000052834407,0.0000034409954,0.000009070537,0.00002282674,0.9982224,0.00083885645,0.00015501073,0.00017409735,0.0000041293597],"about_ca_topic_score_codex":0.014476024,"about_ca_topic_score_gemma":0.013594499,"teacher_disagreement_score":0.014476024,"about_ca_system_score_codex":0.00075538404,"about_ca_system_score_gemma":0.0009222579,"threshold_uncertainty_score":0.02878356},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21748883,0.000095715375,0.77488446,0.000066351335,0.0000272851,0.00022550387,0.00013094749,0.0016333517,0.0054475227],"genre_scores_gemma":[0.8488212,0.000088803616,0.1481587,0.000024697389,0.000009117205,0.00017023251,0.0001306892,0.0000885288,0.0025080661],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995827,0.00008078378,0.000021131505,0.00007424995,0.00014638518,0.00009489143],"domain_scores_gemma":[0.9995561,0.000070730304,0.00009229864,0.000065991175,0.00014950505,0.00006525197],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000563674,0.0006876558,0.0005357693,0.0007599877,0.00025372687,0.0007037729,0.0012864597,0.00048595027,0.002706977],"category_scores_gemma":[0.0008832664,0.00034254335,0.00041810639,0.00042974128,0.00037694894,0.00064258784,0.0008727092,0.00043335257,0.00090086414],"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":[0.0007222554,0.0004896133,0.008318414,0.00050790486,0.0000886324,0.0007587435,0.000426885,0.4919761,0.22107935,0.009138517,0.0016182011,0.2648753],"study_design_scores_gemma":[0.00011227059,0.0024307608,0.007595001,0.000043841817,0.00013840172,0.00041020807,0.00036804107,0.8909315,0.08132248,0.003128631,0.013443479,0.00007543302],"about_ca_topic_score_codex":0.0007299992,"about_ca_topic_score_gemma":0.0013217006,"teacher_disagreement_score":0.002706977,"about_ca_system_score_codex":0.0003424477,"about_ca_system_score_gemma":0.0006129842,"threshold_uncertainty_score":0.009055734},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97459024,0.0001342598,0.02276518,0.000055233115,0.000013537858,0.000061021918,0.00017764157,0.00009209369,0.0021107756],"genre_scores_gemma":[0.9974483,0.000017200868,0.0022881252,0.000008131991,0.0000010944109,0.000010657887,0.000046398785,0.0000053357858,0.0001746582],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931157,0.00029077666,0.00003476441,0.00010884832,0.00015544306,0.00009855493],"domain_scores_gemma":[0.9970253,0.0022217801,0.00033138244,0.00016285342,0.0001978941,0.000060815644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016796595,0.0007129989,0.0006110488,0.0007056614,0.00028489117,0.0006685905,0.0005500792,0.0009667359,0.0015153779],"category_scores_gemma":[0.004243817,0.00050401135,0.000833515,0.00027502127,0.0003264694,0.0005022134,0.0005420602,0.0005327384,0.00012794632],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021341452,0.00008131292,0.0066513405,0.000101290185,0.000073880874,0.0002314199,0.00004853356,0.9689266,0.018980779,0.00030930716,0.000106432395,0.0042757844],"study_design_scores_gemma":[0.00002156735,0.00077209406,0.010804929,0.000014225543,0.00008081863,0.00009544455,0.00012458494,0.97610086,0.011424879,0.00019014045,0.00034375655,0.000026582187],"about_ca_topic_score_codex":0.0034883108,"about_ca_topic_score_gemma":0.002900149,"teacher_disagreement_score":0.0034883108,"about_ca_system_score_codex":0.00068091473,"about_ca_system_score_gemma":0.00036417544,"threshold_uncertainty_score":0.008882999},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9206227,0.00016435458,0.076211154,0.000032012053,0.000024260435,0.000042730564,0.00006585293,0.00035704856,0.0024799483],"genre_scores_gemma":[0.9903949,0.00003951973,0.00896856,0.000005021209,0.0000037319223,0.000009537726,0.000025155894,0.000009411787,0.00054415426],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998311,0.000013860368,0.0000073821857,0.000025207437,0.00007031335,0.00005213572],"domain_scores_gemma":[0.9997619,0.000055031825,0.000048671038,0.000053956657,0.000042291453,0.000038160062],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018685541,0.00035871507,0.000277058,0.00066566427,0.0002443786,0.00036536928,0.00050234963,0.0003059221,0.0020198037],"category_scores_gemma":[0.00040716576,0.0001470245,0.0002213248,0.00028486346,0.00027531455,0.00055385294,0.0006548639,0.00027580743,0.00032582326],"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":[0.00041255518,0.0001347733,0.00679992,0.00021767689,0.000033189343,0.0006443691,0.00017691607,0.08490296,0.75371194,0.0014532672,0.0004380534,0.15107435],"study_design_scores_gemma":[0.000086168395,0.0035522913,0.03294958,0.00007201198,0.00012059795,0.001119705,0.00035824117,0.2780594,0.66419184,0.0011321844,0.018225154,0.0001328574],"about_ca_topic_score_codex":0.00061740185,"about_ca_topic_score_gemma":0.0015740928,"teacher_disagreement_score":0.0020198037,"about_ca_system_score_codex":0.00018680072,"about_ca_system_score_gemma":0.00022046441,"threshold_uncertainty_score":0.0067569017},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99554765,0.00016152397,0.0034490714,0.0000122775,0.000008006939,0.000023660466,0.000075543714,0.000043358355,0.0006790038],"genre_scores_gemma":[0.9964055,0.00008768809,0.0022801114,0.000006540068,0.0000032442138,0.000021846161,0.0001318988,0.000019801084,0.0010435424],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993284,0.0001722569,0.00003418155,0.000119130586,0.00024788134,0.000098223936],"domain_scores_gemma":[0.9989845,0.00044255215,0.000102277794,0.00012998954,0.00027016702,0.00007039842],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00078619696,0.0006382041,0.00040524374,0.00051627203,0.00048566706,0.00052587426,0.0008563069,0.00071052986,0.0011714575],"category_scores_gemma":[0.0012656727,0.00025332274,0.0004042554,0.00032573132,0.0005867285,0.0007288015,0.00035418101,0.00040850864,0.00031000405],"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":[0.00064623816,0.00041251385,0.00586657,0.0000844417,0.000018908599,0.00009641495,0.00031355175,0.005048069,0.9734489,0.00011303849,0.00012331155,0.01382803],"study_design_scores_gemma":[0.000041294366,0.006508134,0.03774464,0.000017886576,0.000048834423,0.00018920252,0.0005914829,0.011373775,0.94219387,0.00020239897,0.0010522881,0.000036146314],"about_ca_topic_score_codex":0.0017893347,"about_ca_topic_score_gemma":0.0036262947,"teacher_disagreement_score":0.0017893347,"about_ca_system_score_codex":0.000479225,"about_ca_system_score_gemma":0.00030005,"threshold_uncertainty_score":0.004157901},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9909195,0.0022927632,0.0032905352,0.000051781477,0.000065928485,0.000024499948,0.00006804769,0.00012331341,0.0031636576],"genre_scores_gemma":[0.99299276,0.0007418445,0.001208129,0.000019409643,0.000013333323,0.000009883409,0.00007338681,0.000020498244,0.0049206675],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999484,0.0000038762582,0.0000026387893,0.00000779393,0.000019683463,0.00001769446],"domain_scores_gemma":[0.9999616,0.000007305363,0.000009541329,0.0000033056635,0.000007370838,0.0000107968635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000104669365,0.00029524296,0.00037244466,0.00037175562,0.00020258904,0.0003248156,0.00025625183,0.00020776599,0.0015187466],"category_scores_gemma":[0.000091790425,0.00009912078,0.00026295212,0.00020768578,0.000210514,0.00015427804,0.00028015274,0.00035583478,0.00022586685],"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":[0.00028906978,0.00004447613,0.00032741067,0.000105691215,0.000014647843,0.000056382356,0.000046081437,0.0033285792,0.9805849,0.00021158604,0.00018114076,0.014809961],"study_design_scores_gemma":[0.000043943775,0.0006294811,0.0034245355,0.000017574333,0.000042159958,0.00004333021,0.00004411884,0.0049114195,0.98812056,0.000114591945,0.0026002016,0.000008089124],"about_ca_topic_score_codex":0.0019031479,"about_ca_topic_score_gemma":0.0035863481,"teacher_disagreement_score":0.0019031479,"about_ca_system_score_codex":0.00023969142,"about_ca_system_score_gemma":0.0002646584,"threshold_uncertainty_score":0.0050807595},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9651841,0.00028776895,0.024434913,0.0001952369,0.000056825415,0.00030497622,0.000386994,0.00026441488,0.008884685],"genre_scores_gemma":[0.98965245,0.00013770697,0.0060554384,0.000020350302,0.000004687391,0.00008841346,0.00010486789,0.000016263499,0.0039197034],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995097,0.0000792241,0.000022694861,0.00010721698,0.00018715905,0.00009407448],"domain_scores_gemma":[0.99972314,0.00008103851,0.000037367958,0.000055200784,0.000064172185,0.00003904955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037480722,0.0006277218,0.00057987147,0.00061210175,0.00073112774,0.0007844544,0.0010781165,0.0015026919,0.00447916],"category_scores_gemma":[0.00047534634,0.00028487924,0.0006577953,0.00051341864,0.0007569661,0.0006989458,0.0006000109,0.00041042577,0.00064942584],"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":[0.0017665265,0.0030436306,0.026585612,0.0014534516,0.00016937844,0.013167124,0.0013393157,0.51349646,0.34174582,0.008517386,0.004684945,0.08403029],"study_design_scores_gemma":[0.0006222909,0.007966691,0.027981795,0.000080334554,0.00032202693,0.0029961085,0.002893455,0.5944484,0.33571544,0.0032073753,0.023581183,0.00018493617],"about_ca_topic_score_codex":0.0044904943,"about_ca_topic_score_gemma":0.008034754,"teacher_disagreement_score":0.0044904943,"about_ca_system_score_codex":0.00073201524,"about_ca_system_score_gemma":0.0006868695,"threshold_uncertainty_score":0.01498431},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07595139,0.0003674602,0.91205376,0.00018122271,0.000040110863,0.000058204994,0.00018891289,0.0003017432,0.01085711],"genre_scores_gemma":[0.93231505,0.000601532,0.055650044,0.00005428041,0.000023620589,0.00015309945,0.00019377537,0.000128591,0.010879946],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998429,0.00002688603,0.000009666655,0.00003096582,0.000062325635,0.000027248316],"domain_scores_gemma":[0.99973434,0.00008284894,0.00004952291,0.0000137570005,0.00010806518,0.000011388597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039350448,0.00071111345,0.0004733241,0.000718333,0.00033713257,0.0006094606,0.0010847677,0.00112209,0.002280886],"category_scores_gemma":[0.0012052119,0.00030099376,0.0006335147,0.00039009255,0.00058742624,0.0006916654,0.000525786,0.0005309479,0.00051536027],"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":[0.000011937726,0.00001834022,0.00046570975,0.000046217767,0.0000059729373,0.0000931506,0.000063313935,0.97400624,0.004750402,0.011035783,0.00029890065,0.009204036],"study_design_scores_gemma":[0.0000010192435,0.000003717505,0.000049987855,0.0000032561375,0.0000010897587,0.000009134119,0.000010308004,0.9985819,0.00043197745,0.00069636916,0.00020899068,0.000002222906],"about_ca_topic_score_codex":0.008748841,"about_ca_topic_score_gemma":0.006295355,"teacher_disagreement_score":0.008748841,"about_ca_system_score_codex":0.0006990876,"about_ca_system_score_gemma":0.001173446,"threshold_uncertainty_score":0.017395794},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99757653,0.00015346997,0.0018538362,0.000008990028,0.000012659739,0.00004541273,0.00009427036,0.00002172654,0.00023303874],"genre_scores_gemma":[0.9937156,0.00029926986,0.004890322,0.000021437605,0.000008193369,0.000055405464,0.00018704661,0.000009991218,0.0008128294],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99954337,0.00006571069,0.000036252877,0.00008529601,0.00020543551,0.00006388931],"domain_scores_gemma":[0.9994585,0.00011010767,0.00013496439,0.00005072133,0.00016490165,0.00008075155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039910007,0.0004322073,0.000384769,0.00028962357,0.00025957494,0.000342261,0.00036401616,0.0002611343,0.000728539],"category_scores_gemma":[0.000549486,0.00016844833,0.00045523868,0.00021034045,0.00024902754,0.00025108957,0.0002486994,0.0003380626,0.00016533276],"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":[0.00016512243,0.00016864225,0.0008882352,0.00008550245,0.000014194661,0.000031681167,0.00005004824,0.00024262328,0.9965849,0.000015002233,0.000015207663,0.0017388646],"study_design_scores_gemma":[0.000009360672,0.0036777272,0.004417839,0.0000066758575,0.000036259044,0.000034162647,0.00007212223,0.00063601084,0.9907442,0.000015421869,0.0003397647,0.000010592191],"about_ca_topic_score_codex":0.0012556566,"about_ca_topic_score_gemma":0.0023834093,"teacher_disagreement_score":0.0012556566,"about_ca_system_score_codex":0.00018215876,"about_ca_system_score_gemma":0.000288917,"threshold_uncertainty_score":0.0024966598},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99825567,0.000045793426,0.0011876281,0.000009894555,0.000003935872,0.0000032231362,0.000030611605,0.00002196956,0.0004412241],"genre_scores_gemma":[0.9994894,0.000023399996,0.0002449252,0.000003464255,4.458539e-7,0.0000017366456,0.00001867793,0.0000023870339,0.00021548425],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999037,0.000008831589,0.000004777288,0.000015465488,0.000040003557,0.000027190525],"domain_scores_gemma":[0.99983895,0.000047060435,0.000037408343,0.000014981863,0.000039549497,0.000021949387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014320742,0.0002166591,0.00014595955,0.00033324605,0.00016076794,0.00020350672,0.00024668756,0.00029352392,0.0012660054],"category_scores_gemma":[0.00033371945,0.00010430162,0.00018276088,0.00019192752,0.00039729374,0.00016545688,0.0002545245,0.00015447028,0.00014347545],"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":[0.00056905986,0.00008787526,0.007901277,0.00014481206,0.000022387994,0.0005496223,0.00020603566,0.1547858,0.81658405,0.00031231815,0.0002907348,0.018546004],"study_design_scores_gemma":[0.00002975573,0.0014396844,0.04322416,0.000032959906,0.00004177942,0.00024013204,0.00057048164,0.54657143,0.40595344,0.00021447073,0.0016175197,0.00006418901],"about_ca_topic_score_codex":0.0030713184,"about_ca_topic_score_gemma":0.006406176,"teacher_disagreement_score":0.0030713184,"about_ca_system_score_codex":0.00029426898,"about_ca_system_score_gemma":0.00023399858,"threshold_uncertainty_score":0.0061068535},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99976546,0.000007289338,0.0001251054,0.000001786738,8.7888264e-7,0.0000028908728,0.000020375777,0.000010543962,0.00006563766],"genre_scores_gemma":[0.99932265,0.000007779321,0.0002131339,0.0000016986326,4.946896e-7,0.0000022897132,0.00006609088,0.0000025763734,0.0003833751],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997911,0.00002735117,0.0000144011,0.000052078925,0.00006379079,0.000051264717],"domain_scores_gemma":[0.9996345,0.0000371835,0.00006836041,0.00005278957,0.0001321119,0.00007490757],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037819165,0.00035040703,0.0003260784,0.000419901,0.0003860621,0.00023525265,0.00028307905,0.00032433536,0.0007345078],"category_scores_gemma":[0.00055531535,0.00014496989,0.00025931446,0.0001896185,0.00029049438,0.00027642393,0.00034832538,0.00023714389,0.00026312665],"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":[0.0023855942,0.0013054512,0.08668722,0.00007902772,0.000059248832,0.0007328975,0.00074826967,0.008000721,0.8673309,0.000057973506,0.00017421409,0.032438423],"study_design_scores_gemma":[0.000036726935,0.018995289,0.5007843,0.000016356587,0.00009916255,0.00040178534,0.0007587769,0.024033766,0.45379978,0.000030754945,0.0009987403,0.000044640256],"about_ca_topic_score_codex":0.0040638065,"about_ca_topic_score_gemma":0.009753208,"teacher_disagreement_score":0.0040638065,"about_ca_system_score_codex":0.00032153094,"about_ca_system_score_gemma":0.00021588641,"threshold_uncertainty_score":0.008080304},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99448746,0.0000744664,0.0013470196,0.000017654827,0.0000031778918,0.000003172913,0.00010448709,0.0000389614,0.003923606],"genre_scores_gemma":[0.99776626,0.000039613897,0.00018729501,0.0000042499278,9.957888e-7,0.0000017427486,0.00006993572,0.0000070577626,0.0019228474],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999461,0.0000070307256,0.0000014839237,0.0000073623287,0.000021233991,0.00001682498],"domain_scores_gemma":[0.9998312,0.000056794088,0.000029198367,0.000021399459,0.00003445958,0.00002693679],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011453,0.00019543676,0.00009338748,0.0003699573,0.00013895336,0.000149349,0.00034149032,0.00027184264,0.003623362],"category_scores_gemma":[0.00036487795,0.00015668297,0.00011172956,0.00021110516,0.0003228804,0.00021119474,0.00019163018,0.00015911402,0.00055052264],"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":[0.0008442759,0.0001479063,0.012047879,0.00007114512,0.000031475636,0.000534039,0.00030313752,0.21055849,0.7527765,0.0025532106,0.0007250047,0.019406946],"study_design_scores_gemma":[0.000035235367,0.00093798427,0.14710833,0.00005134759,0.000039441456,0.00032305572,0.00058146945,0.5756283,0.27123517,0.0022209445,0.0017919021,0.000046839137],"about_ca_topic_score_codex":0.0016668054,"about_ca_topic_score_gemma":0.0028563726,"teacher_disagreement_score":0.003623362,"about_ca_system_score_codex":0.0001506112,"about_ca_system_score_gemma":0.000106743035,"threshold_uncertainty_score":0.012121379},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99951243,0.000049035716,0.00019477539,0.0000047506987,0.0000037343038,0.0000049755195,0.00004647383,0.000013587396,0.00017027004],"genre_scores_gemma":[0.99937683,0.00003966573,0.000162719,0.0000044815056,0.0000010105215,0.0000036787928,0.00006212275,0.0000031147638,0.00034643145],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980766,0.00001497391,0.000011716885,0.000026801219,0.00006744023,0.00007150154],"domain_scores_gemma":[0.9996768,0.000056810884,0.000068727146,0.000037155154,0.00008471056,0.00007575677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016454514,0.00032461563,0.00023460508,0.0004221367,0.00026488912,0.000215934,0.0002662978,0.00030908122,0.0014898862],"category_scores_gemma":[0.00046672014,0.00016448286,0.00018213982,0.00023247507,0.0003897322,0.00023159299,0.0002637058,0.00023906332,0.00025559086],"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":[0.00067884533,0.00006394721,0.008013699,0.00006976141,0.000014441622,0.00032187434,0.00017732076,0.0039917133,0.9801713,0.000025764795,0.00006702097,0.0064042616],"study_design_scores_gemma":[0.000012498583,0.0030119303,0.13457169,0.00002053429,0.00003738522,0.00034318797,0.0009701184,0.018159682,0.8418683,0.00006722989,0.00088509807,0.00005226356],"about_ca_topic_score_codex":0.0037357078,"about_ca_topic_score_gemma":0.00841587,"teacher_disagreement_score":0.0037357078,"about_ca_system_score_codex":0.00032652047,"about_ca_system_score_gemma":0.00022470372,"threshold_uncertainty_score":0.007427931},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99942136,0.0000324991,0.00036376846,0.000002886892,0.0000015150738,0.0000015692061,0.000013405777,0.0000050072617,0.00015795676],"genre_scores_gemma":[0.9992493,0.000034572662,0.0003672885,0.0000024330254,8.2481415e-7,0.0000016666519,0.000041449865,0.000002940036,0.00029962795],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998627,0.000014597826,0.000008459273,0.000024352586,0.000067684276,0.000022175378],"domain_scores_gemma":[0.9997873,0.000036184134,0.000047598314,0.000017723558,0.00008068942,0.00003061854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002152745,0.00032700144,0.00025715277,0.0003437431,0.00015757278,0.0001680519,0.00018088696,0.00024840576,0.00078459864],"category_scores_gemma":[0.00033361194,0.00012516051,0.00016938217,0.00017105715,0.00023837347,0.00016319824,0.00019588451,0.00014751642,0.00022752707],"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":[0.00020131592,0.000028634668,0.010662209,0.000048736812,0.000009869195,0.00025069376,0.0001271557,0.0042333147,0.97857714,0.000051018007,0.00003658206,0.005773219],"study_design_scores_gemma":[0.000014075795,0.002599171,0.19752704,0.000023569195,0.00005815634,0.00051727594,0.0006604785,0.02683714,0.7703246,0.000047065998,0.0013577333,0.000033804034],"about_ca_topic_score_codex":0.0011382885,"about_ca_topic_score_gemma":0.0025919715,"teacher_disagreement_score":0.0011382885,"about_ca_system_score_codex":0.00014356933,"about_ca_system_score_gemma":0.00014359699,"threshold_uncertainty_score":0.0026247501},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.918231,0.00016658421,0.07869899,0.000043750835,0.000016836833,0.000038979244,0.000058553967,0.000079358404,0.0026657975],"genre_scores_gemma":[0.9952508,0.00005496338,0.0039550974,0.000007856605,0.0000024522546,0.000013124966,0.000031583168,0.000009391618,0.0006747771],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982846,0.000018953864,0.00001203807,0.000041181956,0.00006640263,0.000033001605],"domain_scores_gemma":[0.99984956,0.000049109356,0.000033981232,0.000016453465,0.00003591054,0.000014980594],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002432092,0.00037509677,0.0005131339,0.0004906651,0.00024354662,0.0005506586,0.00060672214,0.0005210785,0.0007699626],"category_scores_gemma":[0.00036606065,0.00025736395,0.0006755196,0.0003145381,0.0007081804,0.00046948215,0.0005319077,0.00030137508,0.00007248443],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018312337,0.00016325804,0.007451473,0.00013507486,0.00005784923,0.00035184692,0.00017363932,0.82793015,0.14340183,0.0038308054,0.00012266857,0.016198246],"study_design_scores_gemma":[0.000009712249,0.0000804904,0.001987294,0.0000042406054,0.000015561303,0.0000334441,0.000041585907,0.98469204,0.012622767,0.00032703485,0.0001747289,0.000011085583],"about_ca_topic_score_codex":0.0050852983,"about_ca_topic_score_gemma":0.0049331216,"teacher_disagreement_score":0.0050852983,"about_ca_system_score_codex":0.00048311191,"about_ca_system_score_gemma":0.0005502344,"threshold_uncertainty_score":0.010111392},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989039,0.00023601572,0.00047640214,0.000006434665,0.000009681,0.000008074781,0.000053409465,0.000011718256,0.00029448586],"genre_scores_gemma":[0.99901915,0.00017321856,0.000381045,0.000007714076,0.000002218994,0.0000051080424,0.00005421325,0.0000055297774,0.0003516468],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998374,0.000013426509,0.000010427439,0.000026726057,0.00007221384,0.000039788756],"domain_scores_gemma":[0.99972993,0.000053866144,0.00006207581,0.000024324127,0.000089585796,0.00004012497],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032378788,0.00037966642,0.0003663347,0.00038295065,0.00032925094,0.00044014514,0.00024795972,0.00040163816,0.001440047],"category_scores_gemma":[0.0005418843,0.00016002038,0.0002780018,0.00025550998,0.0003516739,0.00037567472,0.0003719419,0.0003639159,0.00020802427],"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":[0.0005531219,0.00006907852,0.003473665,0.000119501165,0.000020075482,0.00022653905,0.00011678659,0.00509965,0.9815268,0.00012762245,0.000051203857,0.008616012],"study_design_scores_gemma":[0.000014621311,0.0015800507,0.018757071,0.000024758188,0.000059770744,0.000110584326,0.00032913577,0.0075708814,0.9704056,0.000076038654,0.0010520739,0.000019461411],"about_ca_topic_score_codex":0.0011868626,"about_ca_topic_score_gemma":0.002692932,"teacher_disagreement_score":0.001440047,"about_ca_system_score_codex":0.00024005827,"about_ca_system_score_gemma":0.00017262126,"threshold_uncertainty_score":0.004817426},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98451114,0.00009467335,0.004801843,0.00011916833,0.000009099937,0.00014118965,0.00012596938,0.0001673694,0.010029488],"genre_scores_gemma":[0.97769916,0.00009129709,0.012362963,0.000032737757,0.0000015619873,0.00002800468,0.00010621874,0.000035160294,0.0096429335],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999705,0.0000160977,0.0000056406534,0.000034612392,0.00015906978,0.00007957969],"domain_scores_gemma":[0.99969316,0.000017790337,0.000023060244,0.00001958128,0.00015123487,0.00009517492],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030438567,0.00025206822,0.00012148291,0.0005664628,0.0019382215,0.00069995795,0.0006130925,0.0002694938,0.0026336447],"category_scores_gemma":[0.0003161622,0.00016459661,0.00018055593,0.00047402168,0.00060381263,0.00018375198,0.00046292692,0.0003577314,0.00038307114],"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":[0.00057505345,0.0011223231,0.10747819,0.00037300066,0.00004725621,0.0038315663,0.0041013467,0.021777768,0.54230905,0.0021736408,0.0045445138,0.31166625],"study_design_scores_gemma":[0.000100602134,0.002372082,0.6672882,0.00012058276,0.00009958182,0.0017727129,0.010801822,0.025663136,0.21445984,0.00044520586,0.076735295,0.00014094864],"about_ca_topic_score_codex":0.638308,"about_ca_topic_score_gemma":0.9503406,"teacher_disagreement_score":0.361692,"about_ca_system_score_codex":0.0053709405,"about_ca_system_score_gemma":0.010332214,"threshold_uncertainty_score":0.7276442},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9875957,0.00016778495,0.007898413,0.000041466163,0.000010288144,0.000027794738,0.00017143752,0.000067094545,0.0040200893],"genre_scores_gemma":[0.99733514,0.000081128856,0.0020750652,0.0000045671745,0.0000015456912,0.000013472935,0.000031290492,0.0000052835394,0.0004523796],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983954,0.000034501496,0.000011249684,0.00001865488,0.00004638944,0.000049645496],"domain_scores_gemma":[0.9989115,0.0006621112,0.00014636756,0.000061029852,0.00014310736,0.00007593035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047206425,0.0003738546,0.000530037,0.00069332094,0.00042721565,0.0005404374,0.0005065488,0.0009498187,0.0016302933],"category_scores_gemma":[0.0016369645,0.00021256425,0.00029345226,0.0007280452,0.00070092885,0.00031140723,0.0005278458,0.0002739953,0.00016941738],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014319368,0.00006583426,0.0033128627,0.00011507164,0.000013388571,0.00014295218,0.00008235792,0.97965837,0.011433067,0.0006748137,0.00010721653,0.00425091],"study_design_scores_gemma":[0.000015749329,0.00023777453,0.0017982584,0.000021387916,0.000013870502,0.000041552437,0.00013485721,0.9907156,0.0064243837,0.00029532483,0.00028578582,0.000015491913],"about_ca_topic_score_codex":0.0051107947,"about_ca_topic_score_gemma":0.004850353,"teacher_disagreement_score":0.0051107947,"about_ca_system_score_codex":0.0004590562,"about_ca_system_score_gemma":0.0004053038,"threshold_uncertainty_score":0.010162115},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98684365,0.00012989403,0.0035155257,0.000050810846,0.00003807386,0.00006555351,0.00008817303,0.00015942003,0.00910891],"genre_scores_gemma":[0.9811684,0.00013074404,0.003851134,0.0000140041375,0.0000050368612,0.000015797692,0.00010791749,0.00004592621,0.01466118],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99978477,0.000016403425,0.000010277411,0.000021357444,0.00010445337,0.0000627765],"domain_scores_gemma":[0.9997769,0.000021406095,0.000029028393,0.000026990509,0.000055253422,0.00009034883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019908856,0.00042389752,0.00016701054,0.0006548742,0.0004516039,0.00050640176,0.00043423253,0.00031143957,0.003780731],"category_scores_gemma":[0.0003311438,0.0002005975,0.00026420434,0.00034155283,0.00033870278,0.0002631046,0.00077109627,0.00027800523,0.000991061],"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":[0.0008856086,0.0005773861,0.023212751,0.0007166216,0.000049034774,0.009137662,0.0013715024,0.027838962,0.80878544,0.0016419613,0.0035970772,0.1221859],"study_design_scores_gemma":[0.00027733608,0.0059630577,0.24495123,0.00032194337,0.00013552642,0.004766885,0.0051729744,0.035087135,0.6097411,0.00083000364,0.0926322,0.00012066334],"about_ca_topic_score_codex":0.0064773145,"about_ca_topic_score_gemma":0.03098218,"teacher_disagreement_score":0.0064773145,"about_ca_system_score_codex":0.00044811566,"about_ca_system_score_gemma":0.00046586918,"threshold_uncertainty_score":0.012879252},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99779785,0.000014867658,0.0014751325,0.0000075446214,0.00000195396,0.000002376893,0.00007661734,0.000015870371,0.0006077983],"genre_scores_gemma":[0.9995683,0.0000072131675,0.00013199207,6.6815085e-7,3.9286132e-7,0.0000011101826,0.000041526455,0.0000027971596,0.00024600877],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984074,0.000019685755,0.000009310171,0.000037942213,0.000038304363,0.00005406801],"domain_scores_gemma":[0.9993305,0.00028911012,0.00017390178,0.000049050454,0.00006596156,0.0000914316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037620976,0.00025396043,0.00029449406,0.0006563697,0.00017267476,0.00048319134,0.000449414,0.00038724346,0.0017464951],"category_scores_gemma":[0.0012195238,0.00013765541,0.0002415184,0.0003177668,0.000600658,0.00022844807,0.00039074486,0.00016708397,0.00018821994],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00051153393,0.00006312365,0.01263104,0.000072178205,0.000028524923,0.00043560902,0.00013577018,0.9288342,0.049638923,0.0014941979,0.00017057857,0.0059843236],"study_design_scores_gemma":[0.00003405753,0.00046466032,0.030163556,0.000012598835,0.000033668744,0.000086413376,0.00021772398,0.9452807,0.02249499,0.0008824248,0.00029347124,0.000035693552],"about_ca_topic_score_codex":0.0053103413,"about_ca_topic_score_gemma":0.0041752295,"teacher_disagreement_score":0.0053103413,"about_ca_system_score_codex":0.0004835067,"about_ca_system_score_gemma":0.00035204235,"threshold_uncertainty_score":0.010558844},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99513066,0.0020991967,0.0019640343,0.000028389846,0.000049394253,0.00002221635,0.00019481775,0.000033457472,0.0004779351],"genre_scores_gemma":[0.9934465,0.0011870504,0.0028706517,0.000027649405,0.000014674619,0.000031370524,0.00030036725,0.000030298515,0.0020913554],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996942,0.000036130114,0.000030060086,0.000073994255,0.000111234265,0.000054427528],"domain_scores_gemma":[0.9994103,0.00010647861,0.00015697113,0.00006915037,0.00017970399,0.00007746823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038395848,0.00050629606,0.0002938064,0.00022001671,0.00019897982,0.00031600217,0.0002115775,0.0004608885,0.0011772078],"category_scores_gemma":[0.00067700935,0.00017889607,0.0003335658,0.00021184416,0.00016004998,0.0004457229,0.00034352788,0.00043394082,0.00030191144],"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":[0.00009257105,0.000018009992,0.00038380924,0.00006418407,0.00000811805,0.000033770477,0.00005684094,0.000054320622,0.99743,0.000009826279,0.00001684107,0.0018315746],"study_design_scores_gemma":[0.000004288485,0.00064767414,0.00692881,0.000013024367,0.000026680285,0.00014097312,0.00010725702,0.0002268497,0.9908234,0.00001437284,0.0010535335,0.000013200962],"about_ca_topic_score_codex":0.00051099923,"about_ca_topic_score_gemma":0.00093078683,"teacher_disagreement_score":0.0011772078,"about_ca_system_score_codex":0.00016669442,"about_ca_system_score_gemma":0.00014072587,"threshold_uncertainty_score":0.003938198},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99673355,0.00029793847,0.0016680089,0.000017085076,0.000040773433,0.000037770445,0.000147023,0.00007168104,0.000986276],"genre_scores_gemma":[0.9950296,0.0002360214,0.0026019448,0.000022098326,0.0000106288,0.000039850114,0.00019337331,0.000020098372,0.0018464441],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99923253,0.000063518586,0.000082530314,0.00011554898,0.00039292066,0.00011294044],"domain_scores_gemma":[0.9985684,0.00018879595,0.00035348706,0.000156015,0.00059762475,0.00013566688],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006238787,0.0011748015,0.00039612633,0.0008111723,0.00041717794,0.0001990654,0.00043003165,0.00063967257,0.0016841615],"category_scores_gemma":[0.00091212906,0.00032622268,0.00040386387,0.000663158,0.0005209402,0.0004215291,0.0004549992,0.0006192169,0.0004091228],"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":[0.0002464752,0.00008531148,0.0006764255,0.000057813224,0.00001209154,0.00011998307,0.00020325663,0.0006433869,0.9951218,0.00004089786,0.000052604915,0.0027399403],"study_design_scores_gemma":[0.00001252899,0.0022959118,0.014616338,0.0000146437105,0.00004519929,0.000104447834,0.000259718,0.0015483209,0.97980356,0.000026216758,0.0012540753,0.000019128363],"about_ca_topic_score_codex":0.0014104559,"about_ca_topic_score_gemma":0.003542948,"teacher_disagreement_score":0.0016841615,"about_ca_system_score_codex":0.0002904714,"about_ca_system_score_gemma":0.00021798834,"threshold_uncertainty_score":0.0056340694},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9488808,0.0003303739,0.040392783,0.00016030688,0.000013930977,0.00014942544,0.00010303666,0.0002166839,0.009752757],"genre_scores_gemma":[0.98538554,0.000115951625,0.012148174,0.000011206176,0.0000020938737,0.000026183623,0.00004316591,0.000024530518,0.0022432036],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9997273,0.000063526706,0.000009522832,0.000036944923,0.00008839269,0.00007421566],"domain_scores_gemma":[0.9997758,0.00007078527,0.000041798092,0.00001713853,0.000054847274,0.000039569935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003782095,0.000864677,0.00033318886,0.0005211547,0.00061953685,0.0006354177,0.0007037223,0.0009229185,0.0017780546],"category_scores_gemma":[0.00047194795,0.000218439,0.00035938667,0.00038313286,0.0004528005,0.00042235386,0.0005580819,0.000394868,0.00018103587],"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":[0.0003170213,0.0005113596,0.004097622,0.00038611985,0.00004206835,0.002266197,0.00032344452,0.8605244,0.07490644,0.0027441338,0.0011238588,0.05275722],"study_design_scores_gemma":[0.00013670637,0.002979287,0.008177206,0.00006557692,0.00011142857,0.00067094876,0.0024058013,0.89562976,0.07720028,0.001622413,0.0109395925,0.00006107366],"about_ca_topic_score_codex":0.008089776,"about_ca_topic_score_gemma":0.025710925,"teacher_disagreement_score":0.008089776,"about_ca_system_score_codex":0.00088901207,"about_ca_system_score_gemma":0.00070240936,"threshold_uncertainty_score":0.016085386},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99935263,0.000039858278,0.00035177573,0.0000019543786,0.0000010366933,0.0000022895854,0.000034194116,0.000009240916,0.00020690936],"genre_scores_gemma":[0.9991592,0.00004494376,0.00029000043,0.0000024026867,3.2170132e-7,0.0000025119714,0.000032614164,0.000002122073,0.0004658732],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985874,0.000014503491,0.000008906629,0.000024978852,0.0000626345,0.000030209976],"domain_scores_gemma":[0.9997451,0.000044685523,0.000072694565,0.000024561046,0.00007982292,0.000033178083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024664873,0.0003362364,0.00011377555,0.00052090985,0.00014239084,0.00012101201,0.0002402135,0.00024078011,0.0010540984],"category_scores_gemma":[0.00026690276,0.00015727467,0.00014604113,0.00023759021,0.00029250426,0.00014223154,0.00016956929,0.0001448048,0.00025425164],"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":[0.00025057385,0.000048840124,0.017988462,0.000035979258,0.000019160114,0.00015441676,0.00018200574,0.0056143627,0.9692192,0.000069442234,0.000042094467,0.0063754083],"study_design_scores_gemma":[0.000008677613,0.001859496,0.21918088,0.000033269447,0.000040296058,0.00020494417,0.0004895539,0.016132118,0.7609066,0.0000504997,0.0010686185,0.000024986652],"about_ca_topic_score_codex":0.0058717844,"about_ca_topic_score_gemma":0.018534292,"teacher_disagreement_score":0.0058717844,"about_ca_system_score_codex":0.00021907808,"about_ca_system_score_gemma":0.0001552905,"threshold_uncertainty_score":0.011675179},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996847,0.000013504417,0.00023935213,7.480752e-7,5.865369e-7,0.0000018410118,0.000008081655,0.0000042155248,0.000047105434],"genre_scores_gemma":[0.99946254,0.000024627041,0.0003653208,0.0000010883559,4.561728e-7,0.0000014936506,0.00002048327,0.0000019458928,0.0001220058],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998661,0.000017011072,0.000008047793,0.00002518619,0.000056495715,0.000027110298],"domain_scores_gemma":[0.9997094,0.000045702942,0.00009212476,0.000030428582,0.000069906986,0.000052371],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023746089,0.00044121547,0.00019885105,0.00041640992,0.00018058158,0.00022218109,0.00022791224,0.00020019777,0.00037673285],"category_scores_gemma":[0.00032222355,0.00012835287,0.00020547892,0.00017308736,0.00021564573,0.0002538147,0.00023000049,0.00015204825,0.00006844127],"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":[0.00037305357,0.00014816831,0.023858413,0.00006649964,0.000026699114,0.00021927759,0.00014483568,0.01594305,0.94923455,0.000047388152,0.00002013142,0.009917947],"study_design_scores_gemma":[0.000013756226,0.0045977817,0.1577614,0.000012411594,0.00008218791,0.00020708433,0.00037687767,0.024006426,0.81233734,0.00004155015,0.000540091,0.0000231052],"about_ca_topic_score_codex":0.0013419719,"about_ca_topic_score_gemma":0.003682634,"teacher_disagreement_score":0.0013419719,"about_ca_system_score_codex":0.00020493341,"about_ca_system_score_gemma":0.00012624997,"threshold_uncertainty_score":0.0026683807},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978477,0.00009823098,0.0008099849,0.0000044633625,0.0000029020453,0.000010625602,0.00011183422,0.0000072329476,0.001107173],"genre_scores_gemma":[0.9983956,0.0001614712,0.00061843777,0.0000027697574,0.0000011309385,0.000009968317,0.00008666322,0.000004219857,0.0007197454],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997521,0.00004634612,0.000008302343,0.000034467565,0.000118721895,0.000040033785],"domain_scores_gemma":[0.9997942,0.00009092755,0.000034178705,0.000017777784,0.000050454353,0.000012493402],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025603035,0.00037732467,0.0003132713,0.00051549065,0.00020296451,0.0003809406,0.0002119783,0.0003546689,0.0013638319],"category_scores_gemma":[0.00026751595,0.00010512068,0.00033191088,0.00056081766,0.00027417066,0.00030553064,0.0003228542,0.00021570949,0.00016123419],"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":[0.000994808,0.0006867256,0.030277506,0.00051453884,0.00010437292,0.0012442884,0.00017993465,0.34628627,0.5890501,0.0012279386,0.0002441451,0.029189417],"study_design_scores_gemma":[0.000045589975,0.0051273736,0.05930434,0.00003762933,0.00012978881,0.00029171587,0.00077352545,0.18398573,0.7468643,0.00075563445,0.002639926,0.000044367203],"about_ca_topic_score_codex":0.0014742379,"about_ca_topic_score_gemma":0.001980746,"teacher_disagreement_score":0.0014742379,"about_ca_system_score_codex":0.00034522655,"about_ca_system_score_gemma":0.00020322729,"threshold_uncertainty_score":0.004562497},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97630954,0.0017116993,0.020020278,0.000031746644,0.000023923481,0.00005776073,0.00024642708,0.00012594009,0.0014726776],"genre_scores_gemma":[0.9885289,0.00093336066,0.008783868,0.00002282569,0.000007512097,0.000031458712,0.00012525715,0.00002055191,0.0015461664],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997693,0.000029286968,0.000013222885,0.000031067633,0.00013102384,0.000026133142],"domain_scores_gemma":[0.99954116,0.0001211385,0.00010592231,0.000034412282,0.00015768476,0.000039786682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004203095,0.00035746358,0.00019349265,0.0010235899,0.0002008871,0.0003494306,0.0001951061,0.00028768202,0.00070459733],"category_scores_gemma":[0.00052492623,0.00011813833,0.00018022174,0.0008847653,0.00026852379,0.00044912723,0.00020273743,0.0003317154,0.00016076304],"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":[0.000054550936,0.00003541673,0.00096781587,0.00011262414,0.0000036555596,0.000063137566,0.000086018474,0.0005201086,0.99085826,0.00009643833,0.000050151975,0.007151866],"study_design_scores_gemma":[0.0000021003414,0.0003156118,0.0060783545,0.000011186517,0.000010687736,0.00009054968,0.00013021856,0.0021466839,0.9898886,0.000045142588,0.0012665056,0.000014244655],"about_ca_topic_score_codex":0.00062427094,"about_ca_topic_score_gemma":0.0014685848,"teacher_disagreement_score":0.0010235899,"about_ca_system_score_codex":0.00018073748,"about_ca_system_score_gemma":0.00015715518,"threshold_uncertainty_score":0.0023570657},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9221256,0.00023903974,0.067919776,0.000036492038,0.000024984856,0.00006721772,0.00011466944,0.00033574103,0.009136476],"genre_scores_gemma":[0.9916917,0.000050543524,0.007469087,0.0000013994044,8.111529e-7,0.0000069864864,0.000025028281,0.000007888525,0.0007465469],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998677,0.00002268998,0.0000073692386,0.000017822822,0.00006522227,0.000019182246],"domain_scores_gemma":[0.9998971,0.00001755425,0.000026892594,0.000019262114,0.000025865906,0.000013273638],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021439903,0.0003075457,0.00018219715,0.00044455304,0.0001559315,0.00033671918,0.00032341984,0.00024786114,0.0010859226],"category_scores_gemma":[0.00024147717,0.000077029224,0.00017007143,0.00021978022,0.00020681728,0.00019835473,0.00025452668,0.00013459996,0.00023010487],"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":[0.00058195204,0.00033440086,0.013717359,0.0004682256,0.000045279543,0.00078868796,0.0002342763,0.32847595,0.5199631,0.0071302354,0.0008452366,0.12741536],"study_design_scores_gemma":[0.00007433218,0.002623444,0.030107034,0.00008606327,0.000095079566,0.00058381824,0.00037983723,0.37331548,0.5786409,0.001874722,0.012169696,0.000049594735],"about_ca_topic_score_codex":0.0013556153,"about_ca_topic_score_gemma":0.0032854164,"teacher_disagreement_score":0.0013556153,"about_ca_system_score_codex":0.00028462947,"about_ca_system_score_gemma":0.00025354695,"threshold_uncertainty_score":0.0036328435},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983883,0.0000439708,0.001215361,0.0000019182298,0.0000018733725,0.000007232513,0.000104512495,0.000032302778,0.00020452819],"genre_scores_gemma":[0.9982243,0.000047601203,0.001222135,0.0000020493344,9.895947e-7,0.000008556722,0.00013505186,0.0000060495686,0.00035326573],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997298,0.000028232897,0.000010228886,0.000073806325,0.000120385186,0.00003754883],"domain_scores_gemma":[0.9997464,0.000047165435,0.00007057813,0.000026098945,0.00007895636,0.000030723404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022996211,0.0004689774,0.00029615298,0.00064056664,0.00018582934,0.00019942182,0.00032851097,0.0004058859,0.00052505883],"category_scores_gemma":[0.00028734212,0.00014321302,0.00020355116,0.0004051545,0.00020300515,0.0002529021,0.00023259457,0.00023301072,0.00019980474],"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":[0.00046478867,0.00022791019,0.08293614,0.0001374623,0.00003765135,0.00021587344,0.0004580504,0.0061200345,0.89116716,0.00006196868,0.00012213575,0.018050902],"study_design_scores_gemma":[0.000012395828,0.0023938883,0.63727903,0.000018785793,0.00007669484,0.00023071129,0.00048682306,0.019922564,0.3385936,0.000055159417,0.0008950653,0.000035250014],"about_ca_topic_score_codex":0.0010835634,"about_ca_topic_score_gemma":0.0025375057,"teacher_disagreement_score":0.0010835634,"about_ca_system_score_codex":0.00015853203,"about_ca_system_score_gemma":0.00011636144,"threshold_uncertainty_score":0.0021544695},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988146,0.000086414046,0.00047043996,0.000013065122,0.0000066161647,0.0000035165103,0.00008420731,0.00002416407,0.00049698126],"genre_scores_gemma":[0.9989556,0.000045162473,0.0003104811,0.000007510522,0.0000013334356,0.0000034305033,0.00005845785,0.000005604297,0.000612411],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976176,0.000024280585,0.000018928702,0.000046701916,0.000105678075,0.000042602456],"domain_scores_gemma":[0.9994599,0.00012404704,0.00015324674,0.000048858095,0.0001545536,0.0000594054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023198285,0.00028737198,0.00016598181,0.00040576502,0.0002186182,0.0002855212,0.00021612059,0.00034082212,0.0018605199],"category_scores_gemma":[0.00062414247,0.00018570693,0.00016895375,0.0002677446,0.00041410152,0.00029888112,0.00021812785,0.0002706187,0.00032575836],"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":[0.00031731292,0.00005464914,0.0064834612,0.00006636389,0.00001045068,0.00034492477,0.000325647,0.002128275,0.98378885,0.00008534825,0.000083346036,0.006311391],"study_design_scores_gemma":[0.000010015018,0.00095572596,0.054793205,0.000025475294,0.000022251565,0.00021417854,0.0007502219,0.014219451,0.9273327,0.00008784582,0.0015627873,0.000026190835],"about_ca_topic_score_codex":0.0024065007,"about_ca_topic_score_gemma":0.0065098614,"teacher_disagreement_score":0.0024065007,"about_ca_system_score_codex":0.00022045497,"about_ca_system_score_gemma":0.00015015076,"threshold_uncertainty_score":0.006224096},"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":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36816353,0.0017331211,0.5654284,0.0020079322,0.0003057274,0.00010362286,0.00014007436,0.00052995863,0.061587643],"genre_scores_gemma":[0.8991379,0.000759714,0.07857444,0.00008994654,0.000070501075,0.00007961188,0.0000736803,0.000100924575,0.021113303],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997124,0.0000460726,0.000010889047,0.000059687114,0.00011947622,0.000051393046],"domain_scores_gemma":[0.9998524,0.000039774597,0.00001699748,0.00001693659,0.0000371046,0.000036780824],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045164587,0.00049441773,0.00071416073,0.00060849887,0.0006978365,0.0019287707,0.0014398949,0.0018726294,0.0043268134],"category_scores_gemma":[0.0007559389,0.00042029624,0.00034462824,0.00037400378,0.00084527244,0.0007858565,0.0013110165,0.0008143597,0.00072309957],"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":[0.00020963272,0.00017039478,0.0017550376,0.00030920876,0.000041666895,0.0012651855,0.0004943199,0.68168485,0.08631407,0.053175766,0.0031139401,0.17146593],"study_design_scores_gemma":[0.00002429402,0.0004321106,0.0019312019,0.000059875183,0.00006135965,0.00066218455,0.00043927255,0.9630858,0.006493848,0.014701746,0.012078112,0.000030280306],"about_ca_topic_score_codex":0.002322033,"about_ca_topic_score_gemma":0.0035795113,"teacher_disagreement_score":0.0043268134,"about_ca_system_score_codex":0.000523713,"about_ca_system_score_gemma":0.0012850184,"threshold_uncertainty_score":0.01447463},"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":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.624551,0.005108108,0.2752285,0.04217302,0.0048962478,0.0005913109,0.00087677594,0.0010558123,0.045519255],"genre_scores_gemma":[0.9509897,0.00077790685,0.031586546,0.007584933,0.0003559597,0.00013413686,0.00012638517,0.00012604307,0.008318384],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989273,0.0002952416,0.00006629661,0.00020903007,0.00042426577,0.000077836885],"domain_scores_gemma":[0.9931573,0.0051165638,0.0004200344,0.0004366111,0.0007627152,0.00010673367],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0038748942,0.0005883597,0.0002814222,0.0003724628,0.00084109575,0.0010672188,0.0012260637,0.0016592811,0.0043662046],"category_scores_gemma":[0.015096885,0.0002557159,0.0006400967,0.00022029002,0.0013179322,0.000831701,0.0004601004,0.0012370057,0.000558996],"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":[0.0017477806,0.0005214168,0.012777528,0.0009949331,0.00023839553,0.0013348422,0.0010319278,0.09598108,0.72995704,0.027928842,0.020496875,0.1069893],"study_design_scores_gemma":[0.00014280454,0.0025981774,0.020978866,0.0001895085,0.0003356491,0.0007338634,0.0008061408,0.057031352,0.8162796,0.0121209705,0.088586785,0.0001962879],"about_ca_topic_score_codex":0.0020503162,"about_ca_topic_score_gemma":0.0031554175,"teacher_disagreement_score":0.0043662046,"about_ca_system_score_codex":0.0005881352,"about_ca_system_score_gemma":0.0008300008,"threshold_uncertainty_score":0.020492673},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99923813,0.00006139165,0.00023834613,0.0000073268952,0.000009189424,0.000006394619,0.00008255897,0.0000109921675,0.00034565557],"genre_scores_gemma":[0.99906963,0.00004059587,0.00015997746,0.000008532322,0.000003412966,0.0000046313526,0.000066031185,0.0000065985196,0.00064048765],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969614,0.000027581476,0.000019201996,0.000074321,0.000095299816,0.00008749373],"domain_scores_gemma":[0.99934,0.00022381428,0.00009147895,0.00005711252,0.0001594095,0.00012812432],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002777144,0.00051116897,0.00048463605,0.00035457913,0.00043884452,0.00037692217,0.00031768956,0.0005313782,0.002083405],"category_scores_gemma":[0.000546048,0.00020184883,0.00034675509,0.00035853795,0.00054760766,0.00030694256,0.00034096054,0.00052672904,0.0002425254],"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":[0.0010306246,0.00014396646,0.0012400475,0.00006015047,0.000024858398,0.00011037398,0.00014475906,0.0013443348,0.9941057,0.0000334595,0.00005244076,0.0017091675],"study_design_scores_gemma":[0.00007177291,0.0017874612,0.021465793,0.000008867704,0.00005653741,0.000049423772,0.00020981109,0.0030017889,0.97293043,0.00003775971,0.0003605571,0.000019834293],"about_ca_topic_score_codex":0.003051014,"about_ca_topic_score_gemma":0.0061100097,"teacher_disagreement_score":0.003051014,"about_ca_system_score_codex":0.00032837602,"about_ca_system_score_gemma":0.0003804762,"threshold_uncertainty_score":0.0069696307},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989255,0.000034186967,0.00026546585,0.0000041840854,0.0000014700455,0.000004570315,0.0000599104,0.0000057226607,0.0006990526],"genre_scores_gemma":[0.99935836,0.00005099128,0.00025105657,0.0000033983536,4.70105e-7,0.000005515662,0.000047623154,0.0000019864092,0.00028056442],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999764,0.000049920138,0.0000129672235,0.000028502236,0.00009988127,0.000044648885],"domain_scores_gemma":[0.9998386,0.000048178445,0.000046689915,0.000022063023,0.00003252262,0.00001187663],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029654428,0.00039633768,0.00019091381,0.00044843805,0.00022459298,0.00041269226,0.00028684724,0.0005139322,0.0012127529],"category_scores_gemma":[0.00025399626,0.00011533146,0.0004518063,0.00033515037,0.00037082576,0.00029519145,0.0004875747,0.00018078092,0.00017364098],"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":[0.0008430988,0.00030540445,0.03931392,0.00018879211,0.00007015686,0.00082511426,0.00014265666,0.2310691,0.7029812,0.0008748228,0.00017867559,0.023207108],"study_design_scores_gemma":[0.000080934085,0.0060134474,0.27797937,0.000071828465,0.00015169657,0.0004417048,0.0011653558,0.13722612,0.5710942,0.0017627488,0.003908063,0.000104494946],"about_ca_topic_score_codex":0.001368929,"about_ca_topic_score_gemma":0.0032712778,"teacher_disagreement_score":0.001368929,"about_ca_system_score_codex":0.00038581213,"about_ca_system_score_gemma":0.00017993036,"threshold_uncertainty_score":0.0040570498},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8258346,0.0005348654,0.13191754,0.00039192563,0.00009495918,0.000070518356,0.00045343945,0.00039992275,0.04030219],"genre_scores_gemma":[0.9799595,0.00018607677,0.013697973,0.00002791696,0.000008281211,0.000030147025,0.00013799754,0.00003451442,0.0059176995],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999342,0.000019832452,0.0000032506769,0.000010334996,0.000019694186,0.000012689671],"domain_scores_gemma":[0.9998485,0.00007035147,0.000025462365,0.000016698485,0.000024686175,0.000014290342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020337092,0.0002773405,0.0003327283,0.00025313706,0.00022631652,0.00060843653,0.000633419,0.0009331057,0.0015668068],"category_scores_gemma":[0.0005021955,0.00018098477,0.00027630277,0.00038853826,0.0005004386,0.00037211674,0.00036706604,0.0003481788,0.00030208734],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024872783,0.000022224489,0.0010912344,0.000030680236,0.0000063125776,0.00015684938,0.000027112605,0.98820335,0.0037069693,0.003437748,0.00023778806,0.0030549746],"study_design_scores_gemma":[0.0000032406551,0.000017796072,0.00030566167,0.0000054202387,0.0000020073808,0.000018926034,0.000017379534,0.99857366,0.0004836012,0.00027714673,0.0002916057,0.0000034730504],"about_ca_topic_score_codex":0.0056889,"about_ca_topic_score_gemma":0.0041563897,"teacher_disagreement_score":0.0056889,"about_ca_system_score_codex":0.00030438454,"about_ca_system_score_gemma":0.000510015,"threshold_uncertainty_score":0.011311591},"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":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007255785,0.022960499,0.82251656,0.004565354,0.0019610529,0.000036139212,0.0001456299,0.00016931462,0.14038964],"genre_scores_gemma":[0.42086062,0.07277724,0.333268,0.0018124013,0.003922732,0.00022315855,0.0002821753,0.0003363128,0.16651738],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998288,0.000054840348,0.000007400461,0.000027518372,0.000070211274,0.000011218975],"domain_scores_gemma":[0.99982893,0.00009727904,0.000013329815,0.00002277925,0.000029397266,0.000008217197],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041572592,0.0010822641,0.00070885895,0.00077642396,0.00048826373,0.001227187,0.0013957355,0.0015475735,0.006589953],"category_scores_gemma":[0.0006162543,0.00046034975,0.0006788931,0.000844341,0.0023152374,0.0015379112,0.0009776824,0.0020202037,0.0011201751],"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":[0.00001003824,0.000023867904,0.00005371057,0.00018703526,0.000015923519,0.00005919194,0.00009390644,0.15222166,0.0015591721,0.8097698,0.0045188484,0.031486858],"study_design_scores_gemma":[0.000010478992,0.00006164205,0.00014288248,0.00012990418,0.00001397193,0.000057966026,0.00012587216,0.14953275,0.0009502521,0.7741312,0.074825026,0.000018041317],"about_ca_topic_score_codex":0.0020614767,"about_ca_topic_score_gemma":0.0035724724,"teacher_disagreement_score":0.006589953,"about_ca_system_score_codex":0.0007617863,"about_ca_system_score_gemma":0.00035433704,"threshold_uncertainty_score":0.022045553},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9810985,0.002409792,0.0097690625,0.000086132124,0.00010402425,0.000019451969,0.00008494302,0.00018527482,0.006242872],"genre_scores_gemma":[0.99122775,0.00053568726,0.0024751355,0.000037224672,0.000017148735,0.000013346892,0.00005883839,0.000039398128,0.005595362],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999471,0.000004648169,0.0000022627328,0.000009800738,0.00002241899,0.0000137827665],"domain_scores_gemma":[0.99992394,0.000025719946,0.000018429397,0.000008613517,0.000010232668,0.000013012759],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006927751,0.00023188311,0.00019886906,0.00023235429,0.0001047111,0.00027209157,0.00023676705,0.0002493706,0.001512571],"category_scores_gemma":[0.00012381877,0.00011166672,0.00020828606,0.00018913204,0.00013648433,0.00021785287,0.00019300787,0.00035120363,0.000320345],"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":[0.000028997789,0.000017575927,0.00003852402,0.000039854476,0.0000024734254,0.000036779515,0.000009610756,0.00071437465,0.9944782,0.00011294551,0.00005518159,0.004465487],"study_design_scores_gemma":[0.000010504884,0.0002068276,0.0010262146,0.000009978221,0.0000098433475,0.0000688234,0.000012447739,0.0053463154,0.99107414,0.000088635425,0.0021384172,0.000007937848],"about_ca_topic_score_codex":0.00022821057,"about_ca_topic_score_gemma":0.00047348993,"teacher_disagreement_score":0.001512571,"about_ca_system_score_codex":0.00015083986,"about_ca_system_score_gemma":0.00009124612,"threshold_uncertainty_score":0.005060017},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99956435,0.0000047838307,0.0000931491,0.0000062273252,0.0000043467685,0.0000024090332,0.000029674644,0.000008617286,0.00028640107],"genre_scores_gemma":[0.9993316,0.000007969359,0.000100271944,0.0000053852614,0.0000010633262,0.0000018138211,0.000063371794,0.000003289666,0.00048518553],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985504,0.000008653299,0.00000527403,0.000035662008,0.000023120861,0.000072291055],"domain_scores_gemma":[0.9995975,0.00012180601,0.00003609153,0.00002941808,0.000047148966,0.00016796232],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009017173,0.00022761058,0.00037468862,0.0002901495,0.00050575245,0.0005998831,0.00049823686,0.0006823559,0.0044331844],"category_scores_gemma":[0.0005235309,0.0001753181,0.00029554009,0.00018091024,0.00058653165,0.00023498746,0.00052115595,0.00043938574,0.0006360284],"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":[0.007163886,0.0010799107,0.07387066,0.00020001341,0.00015927765,0.004920733,0.002208233,0.059337195,0.8355815,0.00056745287,0.0010918592,0.013819365],"study_design_scores_gemma":[0.00023610574,0.010631199,0.4710046,0.000079654455,0.00019853494,0.000876375,0.011051473,0.32927915,0.1735823,0.00059648446,0.002266293,0.00019783393],"about_ca_topic_score_codex":0.009939688,"about_ca_topic_score_gemma":0.008056232,"teacher_disagreement_score":0.009939688,"about_ca_system_score_codex":0.0002851042,"about_ca_system_score_gemma":0.0003952073,"threshold_uncertainty_score":0.019763708},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78376746,0.00044327028,0.19881596,0.00028840272,0.00007925412,0.00009395382,0.00040337825,0.00033853986,0.015769757],"genre_scores_gemma":[0.968204,0.00017556066,0.02928384,0.000026185155,0.000006972556,0.00005556428,0.000114585826,0.00002474734,0.0021084617],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999928,0.000010898481,0.0000042918,0.000011082625,0.000029202363,0.000016536465],"domain_scores_gemma":[0.9997967,0.00008042375,0.00004529193,0.0000144165715,0.00004583421,0.000017259577],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001836917,0.00033753554,0.0003503434,0.00038498855,0.00033269657,0.00056535355,0.00044213017,0.00069942744,0.0013736469],"category_scores_gemma":[0.00043196965,0.0001737995,0.0003149654,0.00035242384,0.0005586809,0.00024247548,0.00033533064,0.00026207487,0.00014082776],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033934797,0.000023813143,0.0013844537,0.000047420457,0.000008506804,0.00010817706,0.00005415999,0.98177594,0.011064656,0.0019904913,0.00016597538,0.0033424336],"study_design_scores_gemma":[0.0000026232406,0.00001133582,0.0003224085,0.0000029427497,0.0000017899766,0.0000130699655,0.000020383823,0.99833715,0.0009843273,0.00012876559,0.00017032921,0.000004792867],"about_ca_topic_score_codex":0.005528557,"about_ca_topic_score_gemma":0.0050825803,"teacher_disagreement_score":0.005528557,"about_ca_system_score_codex":0.0004028094,"about_ca_system_score_gemma":0.0006226713,"threshold_uncertainty_score":0.010992765},"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":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11510574,0.0000880889,0.8360206,0.00004831008,0.00004237929,0.0027210382,0.020277886,0.016801251,0.0088947],"genre_scores_gemma":[0.15211825,0.000080047335,0.8243095,0.00003517922,0.00002184669,0.0024694472,0.01586106,0.00096619583,0.004138393],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9992198,0.00009688445,0.00009075674,0.000260363,0.00025362393,0.00007860704],"domain_scores_gemma":[0.9969434,0.0006425859,0.00046798345,0.0005298615,0.0013340453,0.00008211407],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008749115,0.00090813445,0.0003444517,0.004416518,0.0006052609,0.00068547693,0.0005832334,0.00032033675,0.006800314],"category_scores_gemma":[0.0032846201,0.00039357765,0.00053771905,0.00305334,0.00025885153,0.0005865138,0.0006698166,0.00047576497,0.003258848],"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":[0.00032271183,0.00034891142,0.092658825,0.00046966295,0.0001610367,0.00034752826,0.0014204198,0.015549123,0.09178173,0.0027506854,0.018214742,0.77597463],"study_design_scores_gemma":[0.000093872324,0.00048017746,0.5984527,0.000103270584,0.00013179619,0.0011388521,0.001165902,0.18036115,0.11475032,0.0030071202,0.099997886,0.0003169587],"about_ca_topic_score_codex":0.014564445,"about_ca_topic_score_gemma":0.029801544,"teacher_disagreement_score":0.014564445,"about_ca_system_score_codex":0.00046121154,"about_ca_system_score_gemma":0.001589894,"threshold_uncertainty_score":0.028959334},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977475,0.000042228065,0.0013036418,0.000020905703,0.000021025991,0.000004349025,0.00006857776,0.000043626445,0.000748187],"genre_scores_gemma":[0.9990357,0.000024676367,0.00040186828,0.0000031004374,0.0000047538706,0.0000037686991,0.000041012067,0.000005687658,0.0004793768],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979407,0.000022121894,0.000009114854,0.000046520458,0.00008338992,0.000044783534],"domain_scores_gemma":[0.9993525,0.00016887866,0.000113802904,0.00009337615,0.0002093018,0.00006213866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002864772,0.00033761794,0.0002740217,0.00023631802,0.00028022326,0.00021370673,0.0004358634,0.00039566684,0.0027785748],"category_scores_gemma":[0.00071514456,0.00016168172,0.00014229122,0.00018421616,0.0004386904,0.00046464422,0.00030794647,0.00017666527,0.0002793771],"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":[0.00061901833,0.00015712641,0.0019084581,0.00009044445,0.000007910511,0.00011399455,0.00014721972,0.0019768164,0.9899753,0.00034592068,0.0002484078,0.0044093677],"study_design_scores_gemma":[0.00015689486,0.00429843,0.034254223,0.00002844788,0.000060165774,0.00036958785,0.00060180697,0.05832004,0.89916134,0.0002855673,0.0024088826,0.000054652202],"about_ca_topic_score_codex":0.00036067117,"about_ca_topic_score_gemma":0.00036140153,"teacher_disagreement_score":0.0027785748,"about_ca_system_score_codex":0.00011464309,"about_ca_system_score_gemma":0.00015654588,"threshold_uncertainty_score":0.009295225},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45306477,0.0017838812,0.5347173,0.00035000237,0.00018508319,0.00007665374,0.00014654905,0.00024628843,0.009429482],"genre_scores_gemma":[0.9872521,0.0006482579,0.01019971,0.000032410513,0.00003650492,0.000041175354,0.0000556147,0.000028297327,0.0017059478],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99966335,0.000048948918,0.000027150541,0.00007142744,0.0001255438,0.000063597254],"domain_scores_gemma":[0.99964404,0.000110379515,0.00006250685,0.00004785515,0.00010659476,0.000028452321],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045580987,0.0007056032,0.0005670494,0.0010425017,0.00028742297,0.0009901923,0.0008848702,0.00094298064,0.0006948794],"category_scores_gemma":[0.0011688966,0.00030823343,0.0005274616,0.00053399685,0.0012730744,0.001532342,0.0006015945,0.00039468022,0.00011864239],"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":[0.00007404475,0.000107073516,0.0057607163,0.0002658197,0.000046057976,0.001016886,0.00028663076,0.784747,0.09631894,0.06738681,0.0005118349,0.043478154],"study_design_scores_gemma":[0.000005683627,0.0000327584,0.0023981808,0.000015742704,0.0000111190275,0.00015559007,0.00005844786,0.97857684,0.0065680365,0.011456016,0.0006943404,0.000027261878],"about_ca_topic_score_codex":0.0027947607,"about_ca_topic_score_gemma":0.0021557608,"teacher_disagreement_score":0.0027947607,"about_ca_system_score_codex":0.00062142155,"about_ca_system_score_gemma":0.0010382695,"threshold_uncertainty_score":0.005556941},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994276,0.0000075413072,0.00007534834,0.000005983306,0.0000016728434,0.0000010130665,0.000050660496,0.0000063942944,0.00042369022],"genre_scores_gemma":[0.9998301,0.000004741254,0.000018800514,0.0000014539463,4.846869e-7,3.6635666e-7,0.00002975316,0.0000011577486,0.00011306815],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987936,0.000011851363,0.0000053213876,0.000017362621,0.000025876623,0.000060220864],"domain_scores_gemma":[0.99961436,0.00013443045,0.00004078192,0.000016951639,0.00010157771,0.000091890244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012318614,0.00023331329,0.0002233908,0.00042937216,0.00040060686,0.0005187849,0.00020673999,0.00043578737,0.0033794828],"category_scores_gemma":[0.0005302906,0.0001759367,0.00023496953,0.0002556981,0.00036792053,0.00029862477,0.0004062314,0.00034428586,0.00034379045],"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":[0.00740929,0.0006791882,0.43342042,0.00014794814,0.00015157108,0.0031812168,0.001016552,0.07304108,0.45085898,0.00088041596,0.0007676631,0.028445736],"study_design_scores_gemma":[0.00003471941,0.0005499704,0.9471095,0.000010564079,0.00004817243,0.00013918153,0.000830955,0.02746795,0.0234169,0.00012399029,0.00024158982,0.000026471338],"about_ca_topic_score_codex":0.017161533,"about_ca_topic_score_gemma":0.020262906,"teacher_disagreement_score":0.017161533,"about_ca_system_score_codex":0.00052246556,"about_ca_system_score_gemma":0.0003382483,"threshold_uncertainty_score":0.0341233},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06439021,0.0077264267,0.87913805,0.0011719401,0.00029209617,0.00011604254,0.00012983191,0.0011656713,0.045869663],"genre_scores_gemma":[0.78817827,0.00445009,0.19188581,0.00017751825,0.00014260034,0.00007407821,0.00015536326,0.000104168976,0.0148320375],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998474,0.00003548796,0.000008828119,0.000021298616,0.00007313769,0.000013832007],"domain_scores_gemma":[0.99986386,0.000049236347,0.000021047133,0.000020842514,0.000029165814,0.000015770793],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023607773,0.0004708334,0.0002650498,0.0005106963,0.000518938,0.0006847565,0.00035411044,0.00078363885,0.006980286],"category_scores_gemma":[0.00044718178,0.000145549,0.00032333535,0.0008165588,0.00042752197,0.0005960927,0.0007762005,0.00048112613,0.0012132545],"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":[0.00021829124,0.00015261436,0.0015032641,0.0009958529,0.00003134477,0.0004978646,0.00022592506,0.09373686,0.3172053,0.09889339,0.0045557567,0.48198345],"study_design_scores_gemma":[0.00008527918,0.0007641614,0.0021727928,0.00036000562,0.000069816175,0.0013947297,0.00046052493,0.42576432,0.25319427,0.109938204,0.20573895,0.00005689987],"about_ca_topic_score_codex":0.00026511424,"about_ca_topic_score_gemma":0.0005259456,"teacher_disagreement_score":0.006980286,"about_ca_system_score_codex":0.00029069305,"about_ca_system_score_gemma":0.00035002708,"threshold_uncertainty_score":0.02335143},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989819,0.000056080244,0.0005214385,0.000007179811,0.000003921794,0.000014738915,0.00008053758,0.000021436917,0.00031277048],"genre_scores_gemma":[0.99806005,0.00008021433,0.0011670366,0.000008830551,0.0000021406854,0.00001165236,0.00008085017,0.000006459596,0.00058281363],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999874,0.000011731873,0.0000069827306,0.000024505951,0.000054562366,0.000028129323],"domain_scores_gemma":[0.9997886,0.000031725413,0.000049234754,0.000016238624,0.00007485356,0.000039409217],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017765973,0.00047267892,0.00024200707,0.00037639722,0.00028508436,0.0002120616,0.000258158,0.00029874238,0.00078710733],"category_scores_gemma":[0.00022026083,0.00014591863,0.0001942439,0.00022175717,0.00020762597,0.00021250527,0.0001445329,0.00026953954,0.00018647737],"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":[0.00015011063,0.000049069702,0.0012100475,0.000069579815,0.0000034536095,0.000057216293,0.000020723219,0.00048022848,0.9956514,0.000012288807,0.000025101845,0.0022708077],"study_design_scores_gemma":[0.000010842128,0.001276301,0.020045983,0.0000065454124,0.000021333775,0.000064292,0.000079376776,0.0021740787,0.9756773,0.000011214129,0.0006210727,0.0000117584505],"about_ca_topic_score_codex":0.0021053154,"about_ca_topic_score_gemma":0.0062264157,"teacher_disagreement_score":0.0021053154,"about_ca_system_score_codex":0.0002537714,"about_ca_system_score_gemma":0.00020605633,"threshold_uncertainty_score":0.004186094},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971233,0.000050893443,0.0011364021,0.000009727831,0.00000443519,0.00006983915,0.00031104358,0.00006023762,0.0012341759],"genre_scores_gemma":[0.9947048,0.00007232104,0.0026872577,0.000012108243,0.0000011900685,0.000028599283,0.00042577853,0.000011577613,0.0020564059],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9994642,0.000011672616,0.000011504742,0.00010299579,0.0003262756,0.00008330646],"domain_scores_gemma":[0.9996326,0.000013522169,0.000021774911,0.000016391326,0.00026033746,0.00005528207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003287378,0.0005659625,0.00030107785,0.0006152672,0.0013777799,0.00046317143,0.0010705725,0.00033082732,0.0010246221],"category_scores_gemma":[0.00020921556,0.00021857148,0.00030314445,0.0007451476,0.00082539674,0.00021970815,0.0003852836,0.00024503,0.00022386543],"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":[0.0009161109,0.0006683176,0.107036725,0.00020013738,0.000072678835,0.0010823928,0.0012910502,0.02249622,0.8135835,0.0002494953,0.00068276067,0.05172066],"study_design_scores_gemma":[0.00007726078,0.0018727037,0.73348004,0.000034843368,0.000100919584,0.00022188245,0.0029438455,0.026139107,0.2292869,0.00014249422,0.0056184037,0.0000816826],"about_ca_topic_score_codex":0.7411435,"about_ca_topic_score_gemma":0.9271224,"teacher_disagreement_score":0.25885648,"about_ca_system_score_codex":0.0054028784,"about_ca_system_score_gemma":0.004476911,"threshold_uncertainty_score":0.52076185},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97268695,0.00008031928,0.023587877,0.000028464185,0.000008537766,0.0000066057783,0.000120594115,0.000084938416,0.003395585],"genre_scores_gemma":[0.99835134,0.000024949424,0.000791507,0.0000029908017,0.0000014742999,0.0000024684437,0.00005227966,0.0000049845103,0.00076809933],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992883,0.00000658858,0.000002084803,0.000009511037,0.000031551048,0.000021399794],"domain_scores_gemma":[0.99983704,0.00005031313,0.00002918718,0.000013864484,0.000056387707,0.000013196253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001276978,0.00028474047,0.00024724184,0.00074428145,0.00023143782,0.00021644375,0.00033277398,0.00033426296,0.0016393235],"category_scores_gemma":[0.0003674291,0.00014086724,0.00033092414,0.0003826295,0.000259852,0.00019500752,0.00017216873,0.00018621066,0.00015259815],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006018346,0.00011998464,0.013552391,0.000098169214,0.00006475162,0.00063773064,0.00009488155,0.8035234,0.13925248,0.005096905,0.00076712115,0.036190238],"study_design_scores_gemma":[0.0000036131407,0.000058849964,0.009104913,0.0000033298068,0.00001245011,0.00005534641,0.00003458285,0.98106074,0.009280464,0.00019778637,0.00017836197,0.000009536604],"about_ca_topic_score_codex":0.0056271614,"about_ca_topic_score_gemma":0.008244052,"teacher_disagreement_score":0.0056271614,"about_ca_system_score_codex":0.00035437688,"about_ca_system_score_gemma":0.0003736376,"threshold_uncertainty_score":0.011188805},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8147895,0.0005056371,0.17575973,0.00020648866,0.000055955494,0.00010873449,0.00021385268,0.00023061986,0.008129521],"genre_scores_gemma":[0.99547416,0.00013281399,0.0025771551,0.000015072815,0.000005517191,0.000028374034,0.000046289333,0.000008574433,0.0017120402],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998442,0.000020853913,0.000017278036,0.00003433933,0.0000445018,0.000038827005],"domain_scores_gemma":[0.99982786,0.00004614626,0.00004628152,0.000019645462,0.00004318209,0.000016898566],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023417399,0.00036412862,0.000423129,0.00048954715,0.00024422325,0.0006015758,0.0008443861,0.0008824003,0.0009832587],"category_scores_gemma":[0.00037578412,0.00025149496,0.00057609426,0.00035939933,0.00074865733,0.0006767703,0.0004143732,0.00038743456,0.0001627707],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000063218824,0.00009266486,0.006614077,0.0000783602,0.000016824617,0.00048189223,0.00008538348,0.946222,0.033131346,0.0039040942,0.00019663377,0.009113501],"study_design_scores_gemma":[0.0000097550055,0.000027325526,0.00087944424,0.000005377155,0.0000057688558,0.00004361255,0.000024223438,0.9960019,0.0024638905,0.00028741846,0.00024572673,0.0000055860055],"about_ca_topic_score_codex":0.008100528,"about_ca_topic_score_gemma":0.006371901,"teacher_disagreement_score":0.008100528,"about_ca_system_score_codex":0.00062432146,"about_ca_system_score_gemma":0.0008026639,"threshold_uncertainty_score":0.016106784},"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":"editorial","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0021096272,0.033986215,0.0015877004,0.14521335,0.717169,0.00007362437,0.0005396673,0.0010187802,0.09830217],"genre_scores_gemma":[0.022212015,0.019531216,0.002440979,0.055916198,0.38544488,0.00015818983,0.001278898,0.0023342327,0.5106833],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99195004,0.0009813947,0.00035928798,0.0010699979,0.0044978745,0.0011414094],"domain_scores_gemma":[0.9715135,0.0018014922,0.0021775584,0.001681373,0.007997364,0.014828764],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009392218,0.0018833552,0.0012007888,0.0030907288,0.005156824,0.019918663,0.0017761422,0.005228856,0.07301366],"category_scores_gemma":[0.01656101,0.0006093404,0.0013105171,0.0023686027,0.0042303964,0.009335181,0.009310822,0.00907999,0.045512702],"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":[0.00003687056,0.00002285098,0.00014020782,0.00012330795,0.000008052536,0.00010843217,0.0002740438,0.00002045842,0.00047461237,0.0039821453,0.9826985,0.012110611],"study_design_scores_gemma":[0.0000021179983,0.000020863046,0.00030895972,0.00009188402,0.000001897613,0.00007376502,0.00020757534,0.000009068827,0.00008365226,0.00040761882,0.99878544,0.0000071960553],"about_ca_topic_score_codex":0.0021449898,"about_ca_topic_score_gemma":0.006427262,"teacher_disagreement_score":0.07301366,"about_ca_system_score_codex":0.0033974599,"about_ca_system_score_gemma":0.004431604,"threshold_uncertainty_score":0.24425507},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99582785,0.00010906946,0.002660585,0.000031540723,0.000007877363,0.000012539405,0.00006287283,0.000044322023,0.0012434339],"genre_scores_gemma":[0.9989196,0.00004860977,0.0006832814,0.0000052336386,0.0000025956815,0.000004801155,0.000023518885,0.000007680233,0.0003047234],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969053,0.000048455273,0.000020341866,0.0000551793,0.00015878782,0.000026712933],"domain_scores_gemma":[0.9973808,0.0018336575,0.00025699183,0.00012924135,0.0003284196,0.00007090593],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076134613,0.00017318875,0.00019223135,0.00042160746,0.00027088175,0.00036770766,0.00038811791,0.00029387057,0.0015625436],"category_scores_gemma":[0.0028600106,0.0001439124,0.00018703385,0.00031859035,0.000558494,0.00034510955,0.00031627525,0.0002711505,0.00015704494],"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":[0.001047578,0.0003766129,0.009723193,0.00012201083,0.000016972343,0.00011116027,0.0002026922,0.04160865,0.9298549,0.0008104017,0.0003041349,0.015821684],"study_design_scores_gemma":[0.000060223803,0.0010402084,0.0139296735,0.000010867854,0.000021810096,0.000084579435,0.00008910879,0.094121136,0.8896243,0.00036811738,0.00062024273,0.000029729614],"about_ca_topic_score_codex":0.0025174373,"about_ca_topic_score_gemma":0.0026554302,"teacher_disagreement_score":0.0025174373,"about_ca_system_score_codex":0.00053923955,"about_ca_system_score_gemma":0.00026912638,"threshold_uncertainty_score":0.005227208},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8942957,0.00030203405,0.05546532,0.002068825,0.00007459708,0.0006261551,0.00023820263,0.0006969847,0.046232242],"genre_scores_gemma":[0.92061985,0.00034112783,0.05873906,0.000089320274,0.000007093236,0.000104862185,0.00015192905,0.00006452607,0.019882152],"study_design_codex":"design_other","study_design_gemma":"case_report","domain_scores_codex":[0.99891627,0.00015895958,0.00003338052,0.00005862253,0.0005590934,0.0002736961],"domain_scores_gemma":[0.9993819,0.000067643865,0.000061031285,0.00007471244,0.0002859891,0.00012871229],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00092892593,0.0006723323,0.00015470952,0.00076676096,0.0030110204,0.0012176574,0.0013480606,0.0011032557,0.0034606236],"category_scores_gemma":[0.0011640948,0.00027578272,0.00030279378,0.00059287215,0.0008872616,0.00058690435,0.00091298204,0.00064547395,0.0004944227],"study_design_candidate":"case_report","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":[0.0003606195,0.0010622389,0.04749721,0.00067484163,0.000059661634,0.018552974,0.008046133,0.18270603,0.18707195,0.015691413,0.023922157,0.51435477],"study_design_scores_gemma":[0.00018576544,0.0045147985,0.18697391,0.00073167356,0.0001623133,0.0060501103,0.06662828,0.16266774,0.12194368,0.0063282195,0.4433741,0.00043940477],"about_ca_topic_score_codex":0.23066513,"about_ca_topic_score_gemma":0.70545906,"teacher_disagreement_score":0.76933485,"about_ca_system_score_codex":0.00411319,"about_ca_system_score_gemma":0.009400375,"threshold_uncertainty_score":0.45864505},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9917888,0.000086850036,0.004821891,0.000038405553,0.000012853899,0.000012626951,0.0001134827,0.000053850046,0.0030711319],"genre_scores_gemma":[0.9982033,0.00003098207,0.0012684709,0.0000027287258,7.342424e-7,0.000007769932,0.000030450008,0.0000031625952,0.0004523979],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994195,0.000007209962,0.0000032459127,0.0000086616055,0.000024284522,0.000014621068],"domain_scores_gemma":[0.9998209,0.00008907383,0.000025343974,0.000011022424,0.00003991774,0.000013778123],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018351106,0.00025519103,0.0002808874,0.0004941694,0.00029408975,0.00035646564,0.0003224577,0.0005564757,0.0014894124],"category_scores_gemma":[0.0003455329,0.00014206454,0.00030533032,0.0003630842,0.0003786352,0.0001994705,0.00020842433,0.00015399995,0.00008378557],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029330616,0.000093961906,0.0076808343,0.00029178147,0.000030231511,0.0007500214,0.00014435926,0.86198986,0.113614835,0.0012865688,0.0005437626,0.01328047],"study_design_scores_gemma":[0.000011317501,0.00014836967,0.0027960844,0.0000125055,0.00001025763,0.000035200952,0.00010781151,0.9823881,0.014066489,0.000094734976,0.00031657267,0.000012642067],"about_ca_topic_score_codex":0.006137696,"about_ca_topic_score_gemma":0.006521143,"teacher_disagreement_score":0.006137696,"about_ca_system_score_codex":0.0003485368,"about_ca_system_score_gemma":0.00032208962,"threshold_uncertainty_score":0.012203932},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9770446,0.00052800693,0.01379743,0.000035836598,0.000013971742,0.000008844416,0.00026827306,0.000092571594,0.00821035],"genre_scores_gemma":[0.99527293,0.00014558066,0.00092029205,0.000005137136,0.0000021642998,0.000002610781,0.00007829938,0.000020427231,0.003552662],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99994135,0.00001016071,0.0000023742293,0.000010858705,0.000021996753,0.000013204038],"domain_scores_gemma":[0.9997389,0.00019846145,0.00001708514,0.000020433867,0.000018936395,0.0000062159097],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001590488,0.00018398007,0.00024280815,0.00025445974,0.000117997144,0.0003664145,0.0003387438,0.00022412448,0.0027742854],"category_scores_gemma":[0.00038246394,0.0001312116,0.00035769402,0.00031988844,0.000296349,0.0002533138,0.00011119377,0.00019759737,0.00022127034],"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":[0.0014199255,0.00016154678,0.009797995,0.0003254058,0.00009185418,0.00048232178,0.00014927673,0.5241027,0.39553037,0.0038217541,0.0005854768,0.06353137],"study_design_scores_gemma":[0.000033167165,0.0005677416,0.07937773,0.000028505849,0.00011091892,0.00017778491,0.00013463739,0.69618404,0.22035699,0.0014820292,0.0015071081,0.000039421477],"about_ca_topic_score_codex":0.0025018775,"about_ca_topic_score_gemma":0.0038059584,"teacher_disagreement_score":0.0027742854,"about_ca_system_score_codex":0.00030543306,"about_ca_system_score_gemma":0.00014049298,"threshold_uncertainty_score":0.00928098},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979522,0.000041910836,0.0010195647,0.0000016288175,0.0000012453669,0.000005858855,0.00006121337,0.00001036557,0.0009059901],"genre_scores_gemma":[0.99803084,0.00006286108,0.0007341019,8.990138e-7,5.719522e-7,0.000002991108,0.000077298624,0.000004006417,0.001086359],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998505,0.000019778437,0.0000047809167,0.000019816009,0.00008155724,0.000023564522],"domain_scores_gemma":[0.9998235,0.00005010923,0.000024091305,0.00001687427,0.000061833634,0.00002358808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002628709,0.00031359794,0.00020310874,0.00038844085,0.0001854935,0.00028709075,0.0003603421,0.00022969431,0.0008564081],"category_scores_gemma":[0.00026519492,0.00009300046,0.00019152752,0.00025402632,0.00017079117,0.00028548826,0.00022738153,0.00014968618,0.00020877637],"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":[0.0014756962,0.0003692518,0.032227777,0.00012218041,0.00003900368,0.00022492059,0.00019551207,0.11233015,0.80733246,0.00039029992,0.0001722184,0.04512059],"study_design_scores_gemma":[0.000029345161,0.005183106,0.24745755,0.000029785682,0.00010617188,0.0001907543,0.0004559931,0.13026424,0.6144969,0.0003735415,0.0013759317,0.000036612182],"about_ca_topic_score_codex":0.0030102504,"about_ca_topic_score_gemma":0.00680825,"teacher_disagreement_score":0.0030102504,"about_ca_system_score_codex":0.00026208535,"about_ca_system_score_gemma":0.0001777853,"threshold_uncertainty_score":0.005985439},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.022280073,0.001572888,0.93352747,0.0043057734,0.00068986154,0.00008818672,0.00007913138,0.00024883877,0.037207738],"genre_scores_gemma":[0.5378169,0.0057363105,0.41174248,0.0021961052,0.00056237855,0.0003667366,0.000086508786,0.00040342836,0.04108919],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99899405,0.00024677656,0.00004979894,0.00018756322,0.0004781968,0.000043729342],"domain_scores_gemma":[0.9986406,0.00074527663,0.00004298824,0.00014872846,0.00037838635,0.00004409594],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021416773,0.0008172761,0.00069428794,0.0015684388,0.0007425854,0.0013742672,0.0015834068,0.0015593999,0.0033736404],"category_scores_gemma":[0.0033932435,0.0005448732,0.0007079732,0.0005249162,0.0039488208,0.002851627,0.0016656076,0.0019093406,0.00096308475],"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":[0.00011859085,0.00016271214,0.0019864843,0.00042358632,0.00007075193,0.0005191794,0.001823382,0.07208854,0.016236523,0.766908,0.0068440964,0.13281822],"study_design_scores_gemma":[0.000038369246,0.00032246194,0.001865336,0.00032496778,0.00007368002,0.0006609962,0.00046342768,0.43145102,0.012622705,0.41217172,0.13981317,0.00019207488],"about_ca_topic_score_codex":0.0036490713,"about_ca_topic_score_gemma":0.0043983962,"teacher_disagreement_score":0.0036490713,"about_ca_system_score_codex":0.0014498415,"about_ca_system_score_gemma":0.0012920143,"threshold_uncertainty_score":0.011326432},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978218,0.00014681203,0.0012887219,0.000008942329,0.000005834878,0.0000036247723,0.000015860813,0.000020172463,0.00068827503],"genre_scores_gemma":[0.9987148,0.00007221887,0.00073957903,0.0000049668947,0.0000013758412,0.0000017208959,0.00001175057,0.000003895892,0.00044966725],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999324,0.000014033548,0.0000032227083,0.000008580819,0.000023501658,0.000018293598],"domain_scores_gemma":[0.9998248,0.00004796767,0.000040276158,0.000016815977,0.000037270966,0.000032793476],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009895881,0.00020985348,0.00013511666,0.0004545104,0.0001988647,0.00034681178,0.00021875832,0.00019995302,0.0018972803],"category_scores_gemma":[0.00034768888,0.00006902112,0.00011378759,0.0003689971,0.00016149251,0.00041644028,0.00032376414,0.00015650902,0.00015375302],"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":[0.002323059,0.00070851995,0.014671161,0.00034187746,0.000042214877,0.00015396683,0.00019361002,0.011123811,0.85293335,0.00063934125,0.00022985664,0.11663928],"study_design_scores_gemma":[0.000067338005,0.005156497,0.07592248,0.000038950035,0.00016561997,0.00031138028,0.00058010034,0.03633134,0.87749827,0.00026927446,0.0036115856,0.0000471989],"about_ca_topic_score_codex":0.0009244534,"about_ca_topic_score_gemma":0.004187651,"teacher_disagreement_score":0.0018972803,"about_ca_system_score_codex":0.00009037221,"about_ca_system_score_gemma":0.00015759261,"threshold_uncertainty_score":0.0063470006},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993579,0.00014443933,0.00019398512,0.000003943729,0.0000024307249,0.0000037790935,0.000031398715,0.000007020702,0.00025518102],"genre_scores_gemma":[0.99888724,0.00009754315,0.00027286977,0.000005324906,8.2924595e-7,0.000004280229,0.000065056054,0.000004338346,0.0006625584],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977654,0.00002466736,0.000021159038,0.00003748003,0.000097523065,0.000042558582],"domain_scores_gemma":[0.99971884,0.000061985265,0.00006686175,0.000024235103,0.00007180898,0.000056141525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002073591,0.00036432393,0.000348975,0.00036045033,0.00024388074,0.00025007012,0.00020216258,0.00022973724,0.0009757111],"category_scores_gemma":[0.00039281318,0.00019126163,0.00017171705,0.000310345,0.00038815974,0.00029683538,0.00024880588,0.00028178518,0.00015479024],"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":[0.0002688667,0.000025854251,0.001729063,0.00004643445,0.000007965443,0.00012480028,0.000108253545,0.00050898833,0.9951733,0.000020768433,0.0000063731627,0.0019794872],"study_design_scores_gemma":[0.0000066006933,0.0006224067,0.04544839,0.0000115685025,0.00002374264,0.00012753911,0.00021858222,0.0021336786,0.950544,0.000022012111,0.0008233916,0.000018064207],"about_ca_topic_score_codex":0.0045754537,"about_ca_topic_score_gemma":0.015801119,"teacher_disagreement_score":0.0045754537,"about_ca_system_score_codex":0.00027982012,"about_ca_system_score_gemma":0.00022526528,"threshold_uncertainty_score":0.009097636},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9911398,0.000034969507,0.005170634,0.000058865444,0.000011292985,0.0000069853622,0.00011053271,0.00008381208,0.0033829818],"genre_scores_gemma":[0.9991744,0.000011309194,0.00022029923,0.0000064620062,0.0000020488412,0.0000015512616,0.000057979843,0.0000102546455,0.0005157597],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998945,0.000015472104,0.000003378227,0.000015316367,0.000021184513,0.00005008832],"domain_scores_gemma":[0.99955374,0.00015964443,0.000059667287,0.00003976969,0.000083155246,0.0001039629],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016547975,0.00043124205,0.00032802118,0.0004218961,0.0003521664,0.00055417477,0.00045437567,0.0010296376,0.0035508943],"category_scores_gemma":[0.0008619143,0.00028072653,0.00038127627,0.00044547927,0.00061113876,0.0004492696,0.00055698486,0.0004641697,0.0003690805],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015518818,0.00020365228,0.032145303,0.00018180547,0.0001292768,0.002638209,0.00089785404,0.8847608,0.05985867,0.0032515933,0.0013430609,0.013038042],"study_design_scores_gemma":[0.000016333,0.00019001176,0.028773487,0.000014734683,0.000043529293,0.00022870382,0.0005945265,0.96426636,0.0049782465,0.0006693749,0.0001927384,0.000031891905],"about_ca_topic_score_codex":0.0039843395,"about_ca_topic_score_gemma":0.002717498,"teacher_disagreement_score":0.0039843395,"about_ca_system_score_codex":0.00027277885,"about_ca_system_score_gemma":0.00022495685,"threshold_uncertainty_score":0.011878908},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.50587624,0.00061751937,0.43953815,0.00037987978,0.00021141791,0.00012170734,0.00025317963,0.00041942648,0.052582484],"genre_scores_gemma":[0.9784006,0.00018307031,0.013975952,0.000032496377,0.00003096305,0.00006095663,0.00006691055,0.000050723997,0.0071982904],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985886,0.00002826747,0.00000566392,0.000012735268,0.000057914913,0.000036531666],"domain_scores_gemma":[0.9996375,0.00012429823,0.000061325634,0.000028484388,0.000117078154,0.000031381427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031317695,0.00041725455,0.0006861767,0.0007030576,0.00055245677,0.0006093491,0.00061304023,0.0010039002,0.0037333886],"category_scores_gemma":[0.0010176251,0.00025723787,0.0004749285,0.0006081339,0.0006815091,0.0006416081,0.00069211645,0.00046237258,0.00037175437],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006429884,0.00003882625,0.001212065,0.00006120261,0.000015476155,0.00018830133,0.00005453606,0.96894497,0.005242351,0.014579902,0.00037285322,0.009225285],"study_design_scores_gemma":[0.0000029054072,0.000009729617,0.0002119122,0.0000029480102,0.0000015375269,0.000010195744,0.000012760831,0.9989312,0.00023166534,0.0004496776,0.00013247474,0.0000028756633],"about_ca_topic_score_codex":0.0072480165,"about_ca_topic_score_gemma":0.0041431123,"teacher_disagreement_score":0.0072480165,"about_ca_system_score_codex":0.0004460157,"about_ca_system_score_gemma":0.00072891545,"threshold_uncertainty_score":0.014411628},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88242745,0.07751159,0.008931923,0.0009967284,0.00038998734,0.0005518538,0.0021059709,0.00025103035,0.026833547],"genre_scores_gemma":[0.92703855,0.032938197,0.009577861,0.0004795248,0.00008352521,0.0003512564,0.0016421465,0.000092513066,0.027796337],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994253,0.0001248331,0.00005300127,0.00011640997,0.00022373052,0.000056742992],"domain_scores_gemma":[0.99971265,0.00009228483,0.00006143632,0.000022860382,0.00008750402,0.000023185417],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007220388,0.000568158,0.00056577806,0.0005478413,0.00033289392,0.0010821146,0.00044153104,0.00057031703,0.0071033766],"category_scores_gemma":[0.00057670684,0.00031167277,0.0007358631,0.00044570354,0.0003725853,0.00065463484,0.0004710906,0.00092330464,0.0011397207],"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":[0.003978163,0.0010859582,0.0065867854,0.00740341,0.00047467052,0.0004373228,0.00071244285,0.0008222434,0.79428595,0.0016322706,0.002140278,0.18044063],"study_design_scores_gemma":[0.00027138146,0.01269773,0.036865823,0.0011266384,0.0011526988,0.0011339721,0.0015030421,0.0014031226,0.8298633,0.0011522932,0.112727605,0.000102386795],"about_ca_topic_score_codex":0.00148627,"about_ca_topic_score_gemma":0.0027607752,"teacher_disagreement_score":0.0071033766,"about_ca_system_score_codex":0.00038070988,"about_ca_system_score_gemma":0.0005552248,"threshold_uncertainty_score":0.02376318},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.054046184,0.0002285579,0.9338095,0.00009544454,0.000030192168,0.000081436716,0.00025058672,0.0004956736,0.0109623615],"genre_scores_gemma":[0.9572684,0.00043049577,0.029674372,0.00004453579,0.000026754762,0.00021952373,0.00026194841,0.00009889182,0.011975147],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997924,0.000036749232,0.000008885244,0.000035184145,0.000090968155,0.000035865396],"domain_scores_gemma":[0.9998871,0.00003451861,0.000021777527,0.000017539818,0.000031642146,0.000007368553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015697292,0.00069432036,0.0006628095,0.0005828603,0.0003496267,0.0006262375,0.0012004679,0.0010639324,0.002337073],"category_scores_gemma":[0.00044183905,0.00040109275,0.0007095112,0.00059029396,0.00046020607,0.00074576953,0.0005414093,0.00051698706,0.00071953743],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018933699,0.00001871406,0.00030094135,0.00004231992,0.000009319976,0.00011343579,0.000039979597,0.9811024,0.010366236,0.0023777583,0.0002237889,0.0053862347],"study_design_scores_gemma":[0.0000016356471,0.000009736889,0.00019944295,0.0000017323276,0.0000033237939,0.000020335034,0.000007679131,0.9986992,0.000393718,0.00033656514,0.00032238645,0.000004185751],"about_ca_topic_score_codex":0.008615247,"about_ca_topic_score_gemma":0.007641888,"teacher_disagreement_score":0.008615247,"about_ca_system_score_codex":0.0005206674,"about_ca_system_score_gemma":0.00074911903,"threshold_uncertainty_score":0.017130196},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99914575,0.00019175262,0.0002916512,0.000005233875,0.0000056592817,0.0000049175956,0.000064293614,0.0000072044136,0.0002835134],"genre_scores_gemma":[0.99843544,0.00014987517,0.0003210613,0.000016140473,0.0000027055028,0.000009488304,0.00010346175,0.000004007155,0.00095780013],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998487,0.000017235736,0.000010984838,0.000026348442,0.00006253838,0.000034074823],"domain_scores_gemma":[0.9996686,0.00006853403,0.0000701863,0.00003477842,0.00012522087,0.000032612963],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032464162,0.00026612167,0.00019474684,0.00031450874,0.00019632428,0.00013130759,0.00016725948,0.00027154706,0.001910395],"category_scores_gemma":[0.00040721445,0.00014343346,0.00021687674,0.00019332668,0.00022662639,0.00021141153,0.00011440339,0.00025514455,0.00023810158],"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":[0.00020057893,0.000040692605,0.0050398735,0.000042446263,0.000016366113,0.00013305234,0.00023710121,0.0008234887,0.9891328,0.000033349006,0.00004769577,0.004252511],"study_design_scores_gemma":[0.000007133854,0.0013499286,0.07664164,0.000023292707,0.000051481646,0.00014308466,0.00039810987,0.00286161,0.917408,0.000030034647,0.001066483,0.000019250318],"about_ca_topic_score_codex":0.0019425637,"about_ca_topic_score_gemma":0.00392782,"teacher_disagreement_score":0.0019425637,"about_ca_system_score_codex":0.00013759978,"about_ca_system_score_gemma":0.00011507144,"threshold_uncertainty_score":0.0063908696},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99953294,0.000015229234,0.00030731276,0.0000024846986,0.0000011756198,0.000004026991,0.00003310452,0.0000045726583,0.000099109806],"genre_scores_gemma":[0.9993332,0.000034526245,0.00039661335,0.0000023450252,0.0000011802981,0.000005174599,0.000035178145,0.0000018850069,0.000189785],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980325,0.000023647559,0.000016625541,0.000038218313,0.000075146345,0.000043271764],"domain_scores_gemma":[0.9994998,0.00013488259,0.0001583769,0.00004157298,0.00011107388,0.00005433843],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003190378,0.00044723568,0.00022181681,0.0002974711,0.00022514313,0.0001113902,0.00021325098,0.00028900598,0.0010169612],"category_scores_gemma":[0.00046898253,0.00018606726,0.00020084706,0.00026840685,0.00038404122,0.00034718442,0.00026485202,0.00027017144,0.00010947434],"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":[0.0003518255,0.000089508765,0.0059851757,0.00007375559,0.0000065626646,0.00022392445,0.0002566474,0.0016895533,0.9887793,0.000037897073,0.000021434953,0.0024843684],"study_design_scores_gemma":[0.000022941065,0.0040010237,0.086183846,0.000018721239,0.000038116807,0.00027046024,0.0007212551,0.0064870417,0.901766,0.0000544915,0.00040199,0.00003410674],"about_ca_topic_score_codex":0.0007716354,"about_ca_topic_score_gemma":0.001616726,"teacher_disagreement_score":0.0010169612,"about_ca_system_score_codex":0.00016453996,"about_ca_system_score_gemma":0.00013173914,"threshold_uncertainty_score":0.003402114},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99850035,0.000021783753,0.0007100022,0.000004344022,0.0000013995932,0.000004687574,0.000058479654,0.000013671672,0.0006852709],"genre_scores_gemma":[0.99960583,0.000012913295,0.00014803055,0.0000013623019,3.562786e-7,0.0000017105533,0.000038966446,0.0000025746272,0.0001882212],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993336,0.000004287638,0.00000577859,0.000015125815,0.000024682808,0.000016866697],"domain_scores_gemma":[0.99986815,0.000026342997,0.00003601365,0.000013961897,0.00003836087,0.000017148224],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011797307,0.000114503026,0.00013452541,0.00023934888,0.00013387993,0.00020728634,0.000120180135,0.0001248031,0.0009247957],"category_scores_gemma":[0.00032999192,0.00007207129,0.00016949525,0.00017273784,0.00015947765,0.00020094017,0.00010450959,0.00012640526,0.00012598408],"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":[0.00060117873,0.0001955729,0.14526168,0.00020108564,0.000045790406,0.0012255295,0.00080760964,0.042769555,0.76650447,0.0006994833,0.00031227624,0.041375846],"study_design_scores_gemma":[0.00002126609,0.0010414469,0.55964774,0.000024870995,0.00004850557,0.0006902282,0.0011292225,0.15244305,0.2825763,0.0005459907,0.001785635,0.000045784393],"about_ca_topic_score_codex":0.0017581275,"about_ca_topic_score_gemma":0.0026910945,"teacher_disagreement_score":0.0017581275,"about_ca_system_score_codex":0.00011126197,"about_ca_system_score_gemma":0.00010832273,"threshold_uncertainty_score":0.0034957528},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49162108,0.00014542822,0.50012517,0.00007238046,0.000027321426,0.000052254396,0.000040356314,0.00037874916,0.0075372774],"genre_scores_gemma":[0.9316116,0.00006084717,0.06583677,0.000013476426,0.000003667696,0.000031621996,0.000033762808,0.000029914132,0.0023783566],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994755,0.000009293103,0.0000025933962,0.000008629341,0.000023599196,0.000008309948],"domain_scores_gemma":[0.9998845,0.000039272636,0.000018949611,0.000010931795,0.00003904558,0.0000072632456],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015898298,0.00040754126,0.00037617664,0.0003113268,0.00021193104,0.00029864043,0.0003361194,0.0003450387,0.0017571058],"category_scores_gemma":[0.0003291982,0.00017939862,0.00032199168,0.00009946599,0.00023224264,0.00019141396,0.00022758714,0.00022105128,0.00019052102],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016290812,0.00008466293,0.0037927178,0.00013443505,0.000031145988,0.00028697998,0.00017012944,0.8588686,0.074625716,0.0054621045,0.0004812468,0.05589938],"study_design_scores_gemma":[0.0000036222204,0.00004186109,0.00029337834,0.00000368442,0.000005848708,0.000011333498,0.000013439264,0.99559903,0.0036238604,0.00016424045,0.0002375116,0.0000021871604],"about_ca_topic_score_codex":0.0022978026,"about_ca_topic_score_gemma":0.0023200025,"teacher_disagreement_score":0.0022978026,"about_ca_system_score_codex":0.00019155473,"about_ca_system_score_gemma":0.0003392211,"threshold_uncertainty_score":0.0058781505},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41685656,0.0004895446,0.5130636,0.00019331255,0.000046573776,0.0006813462,0.00028733895,0.00019595122,0.068185754],"genre_scores_gemma":[0.93355834,0.00015266838,0.06309284,0.00003183374,0.000013180185,0.00028128282,0.00012806358,0.000038200924,0.002703536],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99801314,0.0006583412,0.00017878861,0.00017385348,0.0008572496,0.00011868493],"domain_scores_gemma":[0.9985253,0.00059668976,0.00030480596,0.00021099421,0.00031637002,0.000045732384],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021761886,0.0006489126,0.00037848434,0.0016664958,0.0002731536,0.0014578487,0.0005764186,0.0003998274,0.0034266524],"category_scores_gemma":[0.0047003217,0.00017820128,0.00034158587,0.0010316672,0.0006487163,0.0012716408,0.00094770663,0.00039219784,0.00026348315],"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":[0.00061382086,0.0006173071,0.0082521,0.0009247436,0.00007537237,0.00033010333,0.0004070991,0.35286057,0.10132326,0.21338986,0.0012521718,0.31995365],"study_design_scores_gemma":[0.00017975044,0.0060731336,0.030565169,0.00037101455,0.00022701129,0.00076225284,0.0016771728,0.46185517,0.18256555,0.24239749,0.07318323,0.00014309793],"about_ca_topic_score_codex":0.0003022458,"about_ca_topic_score_gemma":0.0006216274,"teacher_disagreement_score":0.0034266524,"about_ca_system_score_codex":0.0006350859,"about_ca_system_score_gemma":0.000395054,"threshold_uncertainty_score":0},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4965925,0.00030164508,0.49064848,0.00016015254,0.000052080566,0.00007320188,0.00024502559,0.0007456708,0.011181287],"genre_scores_gemma":[0.96855193,0.00014108857,0.026462002,0.000019822804,0.000007473065,0.00007512449,0.00010437494,0.000040720402,0.0045973575],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988794,0.000020690559,0.0000068685536,0.000021612708,0.000043046693,0.00001974036],"domain_scores_gemma":[0.9998023,0.000082539584,0.00004483758,0.000021565316,0.000033842854,0.000014942531],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019393447,0.0003678074,0.000385518,0.00036000062,0.00033100398,0.0005812066,0.0006173795,0.00082161993,0.0012544517],"category_scores_gemma":[0.0005165984,0.00028694377,0.00031795315,0.00024370781,0.00063189864,0.0003988711,0.0004939441,0.00028263163,0.00018411591],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010468347,0.000008785908,0.0002949235,0.000015196244,0.000003187351,0.00004938839,0.000026611828,0.99133474,0.00593688,0.0009979588,0.000034500197,0.0012873426],"study_design_scores_gemma":[0.0000023581983,0.000009432308,0.00012994155,0.0000022956906,0.0000013669384,0.000014069492,0.000008389788,0.998171,0.0011498615,0.00022377493,0.00028475566,0.000002762034],"about_ca_topic_score_codex":0.00412455,"about_ca_topic_score_gemma":0.0032449146,"teacher_disagreement_score":0.00412455,"about_ca_system_score_codex":0.0004810097,"about_ca_system_score_gemma":0.00069926656,"threshold_uncertainty_score":0.008201063},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99863464,0.000016985796,0.0009924376,0.0000036550236,0.000004303025,0.000009306676,0.00006105205,0.000022601738,0.00025508052],"genre_scores_gemma":[0.9985727,0.000045669913,0.0007753715,0.0000028427562,9.668819e-7,0.000008835744,0.000051993884,0.000005666353,0.00053601165],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978715,0.000021491735,0.000012409018,0.00003935827,0.000100974656,0.00003867306],"domain_scores_gemma":[0.9997745,0.000029457264,0.000050680206,0.00003709385,0.00006639329,0.00004192075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024388771,0.000708291,0.00031005664,0.00037444956,0.00022932714,0.00020666549,0.0005879769,0.00036723542,0.001522961],"category_scores_gemma":[0.0002598156,0.00017425083,0.0003925161,0.00029431048,0.00029976835,0.00033659194,0.00039867568,0.00029859287,0.00028895307],"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":[0.00039805635,0.00019748649,0.0030942813,0.00009379153,0.00001412985,0.00027783078,0.000118821474,0.02038444,0.97041816,0.00012510995,0.00008297655,0.0047949236],"study_design_scores_gemma":[0.000024235254,0.004003614,0.011574207,0.0000103758675,0.00004439803,0.00007922931,0.00024079737,0.034138165,0.94924253,0.00006461884,0.0005568604,0.000021018517],"about_ca_topic_score_codex":0.0018489442,"about_ca_topic_score_gemma":0.0044955555,"teacher_disagreement_score":0.0018489442,"about_ca_system_score_codex":0.0002260198,"about_ca_system_score_gemma":0.00019752957,"threshold_uncertainty_score":0.005094826},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99867886,0.000017926339,0.0006080313,0.000007915919,0.0000048035326,0.00000546419,0.00008406967,0.000023199798,0.00056973315],"genre_scores_gemma":[0.99899274,0.000017757537,0.00042602528,0.0000021141796,0.0000012667916,0.000005225653,0.000058623995,0.000006816225,0.0004892805],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995974,0.000051961488,0.000021252472,0.000066675086,0.00016791091,0.00009488885],"domain_scores_gemma":[0.998825,0.0002900749,0.00016436096,0.00024053469,0.00035586834,0.00012410083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047111374,0.0003964087,0.00041241286,0.00047435507,0.00053570315,0.00028614173,0.0007950701,0.00068349746,0.0022244714],"category_scores_gemma":[0.0011935567,0.00024420393,0.00029259073,0.00040337673,0.0009777304,0.0003963069,0.0004882919,0.00039846293,0.0002858971],"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":[0.00138774,0.0013031812,0.007366606,0.00011794417,0.000033371936,0.00035857846,0.0004177233,0.055246606,0.9285318,0.00076185825,0.00021956523,0.0042550988],"study_design_scores_gemma":[0.00015661314,0.005378518,0.040910777,0.000027836348,0.00009214752,0.00023034673,0.0007162581,0.1427416,0.80816156,0.00034248782,0.0011855509,0.000056252855],"about_ca_topic_score_codex":0.0031076889,"about_ca_topic_score_gemma":0.004455593,"teacher_disagreement_score":0.0031076889,"about_ca_system_score_codex":0.00033239,"about_ca_system_score_gemma":0.00032229422,"threshold_uncertainty_score":0.00744164},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84576094,0.0035080272,0.09895842,0.0015194273,0.00017666852,0.00006925396,0.00011445717,0.0002261026,0.049666755],"genre_scores_gemma":[0.99338984,0.0007292131,0.0019628135,0.00007561542,0.00006781736,0.000014023682,0.000015605538,0.00006257968,0.0036823908],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999785,0.00010186116,0.0000074408276,0.000028409288,0.00004190916,0.000035355628],"domain_scores_gemma":[0.9982674,0.0011931758,0.00021197261,0.00006732247,0.00013601483,0.00012415262],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064945244,0.00076049194,0.0009987644,0.00088985695,0.00068607955,0.0014843564,0.0013726654,0.0014764456,0.002784667],"category_scores_gemma":[0.0033505973,0.00061133446,0.0007612652,0.0005855235,0.0026350918,0.0013879535,0.0012160074,0.0010466051,0.00023911372],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036743152,0.00035433573,0.0033747684,0.00026885094,0.00007731794,0.00089079654,0.00032268747,0.831487,0.0231231,0.12872605,0.0010470555,0.009960681],"study_design_scores_gemma":[0.000024200797,0.0000331366,0.00091170985,0.000008958412,0.000013952632,0.00003698277,0.000034135268,0.9902193,0.0006056313,0.007872296,0.00022432799,0.00001531313],"about_ca_topic_score_codex":0.0070215594,"about_ca_topic_score_gemma":0.0041895565,"teacher_disagreement_score":0.0070215594,"about_ca_system_score_codex":0.00052552397,"about_ca_system_score_gemma":0.00056790863,"threshold_uncertainty_score":0.013961375},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9851258,0.0000520917,0.01314682,0.00002768686,0.000008198501,0.000018171691,0.00018872257,0.00014115727,0.0012913506],"genre_scores_gemma":[0.99847907,0.00004222285,0.0006136345,0.0000026510843,0.0000012544313,0.00001153306,0.000067183435,0.000007143722,0.0007751975],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998982,0.00001280172,0.0000056020526,0.000024153635,0.000033442277,0.000025758973],"domain_scores_gemma":[0.9999342,0.00001440852,0.000013674316,0.000009843239,0.000019547728,0.000008332612],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010354224,0.0006034485,0.00050762057,0.0004151388,0.000384738,0.00047715404,0.00068980485,0.0005868244,0.001088302],"category_scores_gemma":[0.0002972854,0.00029847506,0.0004774122,0.00033142552,0.000502604,0.0004529078,0.000409927,0.0002920559,0.00020270149],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015278548,0.000085270425,0.009959078,0.00007708833,0.00004273676,0.00069697015,0.00013905717,0.9067673,0.07414497,0.0003588701,0.00013859948,0.007437171],"study_design_scores_gemma":[0.0000078437815,0.00009442437,0.010839496,0.0000037726154,0.000017785844,0.000058731333,0.00009893712,0.9829517,0.00562306,0.000099075536,0.00018824145,0.000016850865],"about_ca_topic_score_codex":0.023186063,"about_ca_topic_score_gemma":0.013534492,"teacher_disagreement_score":0.023186063,"about_ca_system_score_codex":0.00039393216,"about_ca_system_score_gemma":0.000558777,"threshold_uncertainty_score":0.046102226},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9870728,0.000044432887,0.010963045,0.000017991293,0.000006294193,0.000017062235,0.0003792836,0.00029500856,0.001204051],"genre_scores_gemma":[0.9935874,0.000038606784,0.0058234776,0.0000042146926,9.367944e-7,0.000013722079,0.00018808008,0.000014111563,0.0003293811],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987173,0.000009689529,0.0000080203945,0.000017587454,0.000074889205,0.000018099612],"domain_scores_gemma":[0.99973017,0.00008635373,0.000047835863,0.000036902384,0.00007401887,0.00002471835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026972257,0.00046996013,0.00028379323,0.00097479305,0.00018161107,0.00040615394,0.00040152657,0.00040560143,0.0017692955],"category_scores_gemma":[0.00048702632,0.0002794485,0.0003432925,0.00063741533,0.00033426902,0.00032939852,0.00030759085,0.00025075703,0.00022430641],"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":[0.0007170945,0.00034010768,0.05303141,0.0006823253,0.000072066985,0.0011832055,0.0007650664,0.3796444,0.48800746,0.0010102007,0.00081655156,0.07373005],"study_design_scores_gemma":[0.000024988694,0.00044042605,0.06875895,0.00003505465,0.00004123847,0.00029440608,0.000593772,0.8211033,0.10722776,0.0002927873,0.0011070503,0.00008033952],"about_ca_topic_score_codex":0.0031365096,"about_ca_topic_score_gemma":0.005816829,"teacher_disagreement_score":0.0031365096,"about_ca_system_score_codex":0.0002057638,"about_ca_system_score_gemma":0.0003155061,"threshold_uncertainty_score":0.0062364936},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99872416,0.000046630135,0.0007569855,0.000005636957,0.000004586587,0.0000120119485,0.00011278936,0.000018058985,0.00031890083],"genre_scores_gemma":[0.9977761,0.000091205846,0.001650475,0.000002881205,0.0000017015459,0.000014410312,0.00010312016,0.0000042517986,0.00035587486],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970406,0.000028585344,0.000028768358,0.00005431047,0.00009970199,0.000084563544],"domain_scores_gemma":[0.9991246,0.00029573872,0.00015261788,0.00012292687,0.00021478077,0.00008940579],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043630882,0.00041764032,0.00053746667,0.0005371494,0.0004222967,0.00034588293,0.00059805886,0.0004761016,0.0018490948],"category_scores_gemma":[0.00063864456,0.0002026609,0.0003334841,0.0007275323,0.00064895494,0.00035914534,0.00035007714,0.00035436387,0.00015702608],"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":[0.00087606296,0.00095810776,0.017859552,0.0006332392,0.000045130593,0.00072618545,0.0005040175,0.115022324,0.84983575,0.0005521638,0.00020153406,0.012786021],"study_design_scores_gemma":[0.00008835887,0.0051219705,0.05372723,0.000047047677,0.00010266616,0.0002651951,0.0013488297,0.18089648,0.75609666,0.00037244597,0.0018297468,0.00010343152],"about_ca_topic_score_codex":0.0021261838,"about_ca_topic_score_gemma":0.0063398858,"teacher_disagreement_score":0.0021261838,"about_ca_system_score_codex":0.00033061323,"about_ca_system_score_gemma":0.00030375604,"threshold_uncertainty_score":0.0061858296},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992847,0.000025792267,0.0005067913,0.0000019845093,0.0000022034792,0.0000062591225,0.000021240272,0.000006833013,0.00014426204],"genre_scores_gemma":[0.9982998,0.000048536403,0.0012809432,0.0000026325954,0.0000014772776,0.0000082386505,0.000040573064,0.0000034607588,0.0003143679],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998068,0.00002456158,0.000014582819,0.000041904517,0.0000721598,0.000040048693],"domain_scores_gemma":[0.9997173,0.00006001069,0.00008285243,0.000045908262,0.00005775604,0.000036102192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000274202,0.00040273604,0.000246852,0.00021531762,0.00021514666,0.00017389978,0.00025371913,0.0003306873,0.00083607994],"category_scores_gemma":[0.00030612486,0.00015455838,0.00020631701,0.00017025656,0.0003055551,0.00025475735,0.0002495871,0.0002234021,0.00015034805],"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":[0.00013598471,0.00012778248,0.0012680881,0.00004953401,0.0000052916553,0.00013373661,0.00007249758,0.0014001348,0.99522436,0.00005813623,0.00001631453,0.0015081599],"study_design_scores_gemma":[0.000023910847,0.0035234431,0.010566564,0.0000102122685,0.000024711584,0.00013404325,0.00014822201,0.003926062,0.98103976,0.00002741366,0.0005597613,0.0000159167],"about_ca_topic_score_codex":0.00044812224,"about_ca_topic_score_gemma":0.00105789,"teacher_disagreement_score":0.00083607994,"about_ca_system_score_codex":0.000100237245,"about_ca_system_score_gemma":0.00015154976,"threshold_uncertainty_score":0.002796948},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99607664,0.000009298121,0.0036883173,0.0000036833133,5.2376276e-7,0.0000017781382,0.00003493797,0.000018525021,0.00016641243],"genre_scores_gemma":[0.9996679,0.000004138843,0.00028413645,6.0770213e-7,2.2564053e-7,8.0437854e-7,0.000017012891,0.0000021400524,0.000023033637],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998838,0.00002911387,0.0000075012795,0.000027173159,0.000033514174,0.000018981415],"domain_scores_gemma":[0.99900097,0.00052429404,0.00017633301,0.00013149586,0.00012920635,0.000037627095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002959317,0.00019678852,0.00016830415,0.00046764553,0.00010397579,0.0002171277,0.00018560974,0.00018388747,0.00032811312],"category_scores_gemma":[0.0013753579,0.00013608979,0.0001648792,0.00023927266,0.000218225,0.00022429571,0.00020992493,0.00014437202,0.000056720994],"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":[0.0003909655,0.000113109054,0.34271377,0.000114719034,0.00010571124,0.0008914663,0.00037320904,0.28217965,0.32741398,0.00040262644,0.00012839795,0.045172404],"study_design_scores_gemma":[0.000005925408,0.0003404951,0.61016923,0.000010334223,0.00003604488,0.0003907632,0.0002840673,0.3221052,0.06624662,0.00017202085,0.00020027194,0.000039008388],"about_ca_topic_score_codex":0.0013925524,"about_ca_topic_score_gemma":0.002430054,"teacher_disagreement_score":0.0013925524,"about_ca_system_score_codex":0.000104656094,"about_ca_system_score_gemma":0.000096745316,"threshold_uncertainty_score":0.0027688742},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995047,0.000018128529,0.00032788308,0.0000017521835,0.0000011523485,0.0000026009743,0.000012879938,0.000012244181,0.00011862292],"genre_scores_gemma":[0.99865377,0.000020782023,0.0008646641,0.000003756517,0.0000012036472,0.0000051748157,0.00005041401,0.0000062057825,0.00039392448],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975234,0.00003647375,0.000021420516,0.000042426742,0.00009830695,0.0000489571],"domain_scores_gemma":[0.99948454,0.00011453595,0.00014067834,0.000070002796,0.00008362592,0.00010657084],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033109897,0.00062443904,0.00035926985,0.00036391433,0.00018733814,0.00020045487,0.0003851156,0.00048456216,0.0011113496],"category_scores_gemma":[0.00064854044,0.0003213906,0.00024295914,0.00022740473,0.00044166468,0.00026130764,0.000421114,0.00026161477,0.00030468008],"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":[0.00036410464,0.000071849165,0.008219695,0.00003928503,0.000015505962,0.0003149702,0.00013136562,0.005221234,0.98193353,0.00004574342,0.000026919115,0.0036157812],"study_design_scores_gemma":[0.00004723692,0.003926153,0.11227027,0.000020317859,0.00006469539,0.00046121408,0.00032163927,0.010994504,0.8709123,0.00006459503,0.00086746225,0.000049627146],"about_ca_topic_score_codex":0.00065355544,"about_ca_topic_score_gemma":0.0024425187,"teacher_disagreement_score":0.0011113496,"about_ca_system_score_codex":0.00016285453,"about_ca_system_score_gemma":0.00017917022,"threshold_uncertainty_score":0.0037178397},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9819026,0.000044303415,0.011806484,0.000021160875,0.000003088619,0.000027724185,0.00005830726,0.00003393079,0.00610253],"genre_scores_gemma":[0.9970715,0.000018123106,0.002474008,0.0000024025348,3.1344243e-7,0.000005117437,0.000018481891,0.0000039333486,0.0004060777],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983144,0.000029721776,0.0000049019823,0.000013301226,0.000059096295,0.00006147458],"domain_scores_gemma":[0.99979,0.000072328214,0.000039481693,0.000008738833,0.00006451195,0.000024966084],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002779891,0.00027141636,0.00014648114,0.00032140894,0.00038311572,0.0005744107,0.0003616635,0.00026748562,0.0013620289],"category_scores_gemma":[0.0008388159,0.00014449997,0.0001472883,0.0001907724,0.00027154788,0.00016144817,0.00027661116,0.00015274576,0.00017096486],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029937775,0.0001347081,0.043815337,0.0001331758,0.000021727768,0.0005795882,0.0003280617,0.8068683,0.085030355,0.0030514435,0.0004891411,0.059248697],"study_design_scores_gemma":[0.000029668607,0.00093120075,0.105862305,0.000037141366,0.000054249595,0.0002302515,0.0015444887,0.857037,0.029274734,0.0007532411,0.004203542,0.00004218332],"about_ca_topic_score_codex":0.05926525,"about_ca_topic_score_gemma":0.17158829,"teacher_disagreement_score":0.05926525,"about_ca_system_score_codex":0.0012301473,"about_ca_system_score_gemma":0.0019182238,"threshold_uncertainty_score":0.11784059},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6980257,0.00037835332,0.29889375,0.000120862926,0.000036212536,0.000051557312,0.0004276671,0.0010295004,0.0010363644],"genre_scores_gemma":[0.97050506,0.00015333878,0.027826589,0.000016555106,0.000008148434,0.000059850743,0.00053376344,0.000032956435,0.00086379965],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99971336,0.000058521444,0.000023083547,0.00007715745,0.00008953085,0.00003836909],"domain_scores_gemma":[0.99905473,0.00054406095,0.00014530585,0.000057998117,0.00017104861,0.000026940112],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063551037,0.00094363955,0.00075642957,0.0006594672,0.00017311906,0.00070888223,0.0006979729,0.000858054,0.0009029791],"category_scores_gemma":[0.0019574072,0.00030312594,0.0009296643,0.00057234004,0.00029329257,0.0006094891,0.00043001262,0.00075946935,0.00033940954],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000119486955,0.00010066963,0.0065947045,0.00009315055,0.00003338158,0.00014407723,0.000042226573,0.95124507,0.005155423,0.00027646593,0.00028506268,0.03591041],"study_design_scores_gemma":[0.0000018182761,0.00002705801,0.0009283234,0.0000038332932,0.0000024980802,0.000009424689,0.000012707925,0.99762267,0.0012560813,0.00007302563,0.000057368896,0.0000052250443],"about_ca_topic_score_codex":0.0053772638,"about_ca_topic_score_gemma":0.0031881293,"teacher_disagreement_score":0.0053772638,"about_ca_system_score_codex":0.00022370924,"about_ca_system_score_gemma":0.00054724346,"threshold_uncertainty_score":0.010691941},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0019488373,0.000069874295,0.99345326,0.000029586694,0.000010237494,0.000032049014,0.000024295561,0.00011834666,0.0043134955],"genre_scores_gemma":[0.43993184,0.0006720555,0.5423708,0.00011538508,0.00004309997,0.00094920286,0.0002533851,0.00023200976,0.01543231],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.999597,0.00010777906,0.000017529981,0.000045367782,0.00020546731,0.000026944865],"domain_scores_gemma":[0.9997757,0.00006783748,0.000029597251,0.000017872686,0.0000995871,0.0000094438055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011078846,0.0008178857,0.00049788406,0.00079143536,0.0003590637,0.0011059017,0.0011247789,0.00075457245,0.00498497],"category_scores_gemma":[0.0009568763,0.0003833967,0.00065722043,0.00034185319,0.0007253409,0.0005936272,0.00088296976,0.0006874376,0.00079608447],"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":[0.000022018721,0.000022102897,0.0001805789,0.00009476164,0.000013836415,0.00006494829,0.000077007324,0.88963485,0.006161943,0.075166926,0.0006273262,0.027933748],"study_design_scores_gemma":[0.0000064108053,0.000042788273,0.00004891955,0.000019140809,0.0000063865064,0.000018097076,0.000013880327,0.9729707,0.0014271542,0.020452823,0.004985825,0.000007854398],"about_ca_topic_score_codex":0.0020190014,"about_ca_topic_score_gemma":0.0019730953,"teacher_disagreement_score":0.00498497,"about_ca_system_score_codex":0.0009017887,"about_ca_system_score_gemma":0.0008997867,"threshold_uncertainty_score":0.016676426},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70604336,0.0008609607,0.2694059,0.00017612934,0.00025316497,0.00017462893,0.001022616,0.0038542736,0.018208899],"genre_scores_gemma":[0.9340972,0.0002579336,0.06012137,0.00004169158,0.0000125606075,0.00011107899,0.00040637632,0.00007062711,0.0048811827],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998652,0.000008215897,0.0000066478033,0.00002543983,0.000064374835,0.000030067864],"domain_scores_gemma":[0.999887,0.00001372008,0.000020067255,0.000024887988,0.000029189248,0.000025212572],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014347449,0.00038900427,0.00028539848,0.0004263818,0.0002803101,0.00054517895,0.00061183696,0.00038256132,0.0038342841],"category_scores_gemma":[0.0002509194,0.0001676652,0.00023525333,0.00027054234,0.00020367208,0.0004342313,0.0008189439,0.00029010774,0.0010160626],"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":[0.0003299059,0.00015412955,0.0058653792,0.0005642313,0.00004414799,0.0009659615,0.00031116145,0.06901509,0.74553305,0.009645181,0.0040093944,0.16356245],"study_design_scores_gemma":[0.00012133104,0.0017295049,0.012087274,0.0001400828,0.0001305073,0.0015551003,0.0004410161,0.3741156,0.5061783,0.0033684014,0.09990621,0.0002265623],"about_ca_topic_score_codex":0.0013641787,"about_ca_topic_score_gemma":0.0026619304,"teacher_disagreement_score":0.0038342841,"about_ca_system_score_codex":0.00029350823,"about_ca_system_score_gemma":0.00051972555,"threshold_uncertainty_score":0.01282692},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975822,0.0005044384,0.0010142251,0.000022788703,0.0000064124442,0.0000178126,0.00010722117,0.000015091314,0.0007298375],"genre_scores_gemma":[0.9950139,0.00054879073,0.0031650795,0.0000134710035,0.0000021167402,0.000014434275,0.00011185671,0.000006544751,0.001123807],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982566,0.000022885522,0.000015713666,0.00001984131,0.000094379335,0.000021458647],"domain_scores_gemma":[0.99977,0.000042007763,0.000092877104,0.000011478075,0.00006396299,0.000019697489],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019384036,0.00044220354,0.0001867359,0.0005073916,0.00014635101,0.00032909057,0.00014589944,0.00015189363,0.00063169905],"category_scores_gemma":[0.0002883042,0.0001470517,0.00024990403,0.0003699312,0.000123028,0.00017639193,0.00014350281,0.00026338644,0.00014050664],"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":[0.000055098328,0.00004768422,0.0036272544,0.00010964176,0.000013198627,0.000062260726,0.0000316046,0.000475464,0.98997563,0.000034266024,0.000022598511,0.0055452865],"study_design_scores_gemma":[0.000003590074,0.0005317931,0.034050513,0.000012290851,0.000038777165,0.00011006584,0.00012670096,0.0014082228,0.96208656,0.000022755994,0.0015954608,0.000013360118],"about_ca_topic_score_codex":0.0017371882,"about_ca_topic_score_gemma":0.008700562,"teacher_disagreement_score":0.0017371882,"about_ca_system_score_codex":0.0002132888,"about_ca_system_score_gemma":0.00022049007,"threshold_uncertainty_score":0.0034541488},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970387,0.000079952326,0.0021041585,0.000010972189,0.000004965771,0.000017068205,0.00012002255,0.00001968133,0.00060444616],"genre_scores_gemma":[0.9973425,0.00013515845,0.0019281426,0.000005952731,0.000002503741,0.000012254535,0.0001129568,0.0000060157413,0.00045438702],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99953544,0.00008687277,0.000031588843,0.00010175924,0.00018570559,0.000058584395],"domain_scores_gemma":[0.9987111,0.0004221837,0.0002428267,0.00012850757,0.00043382522,0.0000614685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005421927,0.0006462301,0.00048870954,0.0008432026,0.0002485389,0.0004601192,0.00063868356,0.0006959026,0.00054175855],"category_scores_gemma":[0.0010162644,0.00017794083,0.0003287801,0.00085084577,0.00033198495,0.00048651962,0.0002490387,0.00024287573,0.00020127303],"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":[0.0011257048,0.0016117282,0.16317548,0.0011191543,0.00015961892,0.009356629,0.0018743771,0.026319217,0.7237767,0.00041893465,0.0008925808,0.0701699],"study_design_scores_gemma":[0.00006292435,0.006796168,0.29435334,0.00010811639,0.00031654557,0.004624546,0.0068305866,0.047659244,0.63459396,0.00053064665,0.003978928,0.0001450526],"about_ca_topic_score_codex":0.0016925185,"about_ca_topic_score_gemma":0.0058338875,"teacher_disagreement_score":0.0016925185,"about_ca_system_score_codex":0.00021347111,"about_ca_system_score_gemma":0.00019136415,"threshold_uncertainty_score":0.0033653378},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00028717038,0.9984913,0.0001272693,0.00009224991,0.00008697523,0.00000556196,0.000024176716,0.0000052199125,0.00088001945],"genre_scores_gemma":[0.0010744334,0.99832016,0.00014316212,0.000047658144,0.00004525831,0.0000050731755,0.000024083249,0.0000011266915,0.0003389898],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996766,0.000043019863,0.00005408708,0.00006545705,0.00012779595,0.000033139353],"domain_scores_gemma":[0.99941015,0.0003100198,0.00012128839,0.00001609556,0.00011556709,0.000026945225],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006806565,0.0010724298,0.0013745597,0.0035420978,0.0003860612,0.0013062111,0.0007896082,0.0011606727,0.005063156],"category_scores_gemma":[0.00089235575,0.000426555,0.0009055096,0.0035946083,0.00040472468,0.0014377615,0.0006419347,0.0009541316,0.0013715841],"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":[0.00006932411,0.0001600763,0.0003481422,0.10027074,0.000220017,0.00027434985,0.00014490653,0.0011110825,0.004574273,0.0052623106,0.015288689,0.872276],"study_design_scores_gemma":[0.000007756677,0.00018966381,0.0011517793,0.011599618,0.00031103485,0.00091204693,0.00013273086,0.00019346162,0.0018654929,0.0012188155,0.9823898,0.000027812557],"about_ca_topic_score_codex":0.0016424631,"about_ca_topic_score_gemma":0.003108544,"teacher_disagreement_score":0.005063156,"about_ca_system_score_codex":0.00045111493,"about_ca_system_score_gemma":0.0015978636,"threshold_uncertainty_score":0.016937912},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993544,0.000010683073,0.00031755897,0.0000035913556,0.0000030351462,0.000005475166,0.000030197878,0.0000094631805,0.00026562542],"genre_scores_gemma":[0.9987929,0.000022683818,0.00037433943,0.0000032894293,0.0000019508823,0.0000069620082,0.000036093104,0.000005770871,0.00075604656],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974614,0.000033361765,0.000011164587,0.000048780075,0.000079073514,0.00008149742],"domain_scores_gemma":[0.9989221,0.00044777774,0.00014007682,0.0001595046,0.00019698594,0.00013369016],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034133377,0.00042142242,0.00038238923,0.00038727967,0.00067405944,0.0002333796,0.0005020289,0.00065340725,0.002451374],"category_scores_gemma":[0.00079518603,0.00022127773,0.00032843737,0.00032282775,0.0007444364,0.0003575684,0.00050238986,0.00042913665,0.00021982717],"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":[0.0017889774,0.0012424041,0.0032373904,0.00012214007,0.000029669995,0.00037182958,0.00035771905,0.008522131,0.98089004,0.00026574245,0.00007510465,0.0030968545],"study_design_scores_gemma":[0.00017316492,0.009630642,0.025417859,0.000024041234,0.000111716276,0.00022371708,0.0007161877,0.025220843,0.9374373,0.00022427914,0.00078232004,0.000037764898],"about_ca_topic_score_codex":0.0027912718,"about_ca_topic_score_gemma":0.0038055335,"teacher_disagreement_score":0.0027912718,"about_ca_system_score_codex":0.00022367404,"about_ca_system_score_gemma":0.00035554063,"threshold_uncertainty_score":0.008200645},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99920446,0.00008348218,0.0003552948,0.000008720605,0.000004387568,0.0000033759313,0.00006914438,0.000012274626,0.00025894062],"genre_scores_gemma":[0.9995072,0.000053037013,0.00013644493,0.0000078909425,0.0000011826311,0.000004049208,0.00005859481,0.0000033803694,0.00022821217],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986005,0.000012086559,0.00001286215,0.000028343737,0.000050769107,0.000035902354],"domain_scores_gemma":[0.99973804,0.000047575413,0.00007745913,0.000019116576,0.000078181685,0.000039559538],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024829354,0.00033646345,0.00023787284,0.0004680079,0.00016931548,0.00022347261,0.00022578998,0.00033625533,0.0010429859],"category_scores_gemma":[0.0003771256,0.00019642111,0.00020877457,0.000330594,0.0003101143,0.00027583793,0.0001738613,0.00028366828,0.0001088775],"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":[0.00042494055,0.00008519942,0.016239459,0.000104681014,0.00003683568,0.0006505451,0.00036549984,0.011067823,0.96254945,0.00018458074,0.00018107363,0.008109993],"study_design_scores_gemma":[0.0000341232,0.0009726262,0.23566896,0.000042213833,0.00008249247,0.0004130938,0.0012888577,0.06619278,0.693336,0.00028465208,0.0016175851,0.00006654913],"about_ca_topic_score_codex":0.0016020752,"about_ca_topic_score_gemma":0.0026779275,"teacher_disagreement_score":0.0016020752,"about_ca_system_score_codex":0.00015993907,"about_ca_system_score_gemma":0.00011419227,"threshold_uncertainty_score":0.0034891367},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99948454,0.00014658034,0.00009744355,0.0000032795745,0.0000019748766,0.00000288757,0.000023664921,0.0000047791855,0.00023480415],"genre_scores_gemma":[0.9994343,0.00012854642,0.0001858356,0.000004148964,7.1824286e-7,0.000002346023,0.000025232108,0.0000025349918,0.00021619629],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980813,0.00003150749,0.000015695912,0.000028797322,0.00006865172,0.000047186702],"domain_scores_gemma":[0.99972504,0.00006864465,0.00007253266,0.000013851288,0.00007487193,0.000045023586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002081709,0.00033348854,0.00022540495,0.00037588124,0.00016738023,0.0003760615,0.00018274572,0.00019862538,0.0010465902],"category_scores_gemma":[0.00039921768,0.00013331979,0.00018546627,0.000291,0.00026162798,0.00028631254,0.00024329964,0.00027125495,0.000093383205],"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":[0.00061193376,0.00011652061,0.0030278105,0.00015236028,0.000030099905,0.00016417707,0.00011937713,0.001796047,0.98840183,0.000054614193,0.000026313412,0.0054988423],"study_design_scores_gemma":[0.0000070340784,0.0014254373,0.013024004,0.000015950289,0.00004133992,0.00005480809,0.00017884898,0.0019331077,0.98281395,0.000023200433,0.0004704625,0.000011863869],"about_ca_topic_score_codex":0.001434924,"about_ca_topic_score_gemma":0.0030675842,"teacher_disagreement_score":0.001434924,"about_ca_system_score_codex":0.00019664898,"about_ca_system_score_gemma":0.00013752842,"threshold_uncertainty_score":0.0035012364},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999385,0.000025236133,0.00036894146,0.000003891211,0.0000012572757,0.000007377562,0.00004109983,0.000010566177,0.00015657903],"genre_scores_gemma":[0.9990452,0.000039888026,0.00065042154,0.0000028840582,6.8607454e-7,0.000005883675,0.000054084114,0.0000029751936,0.00019795698],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99975044,0.000049518512,0.0000151001905,0.000041362193,0.00009641186,0.000047119494],"domain_scores_gemma":[0.99958175,0.00008170618,0.00008456795,0.000032054413,0.00017152904,0.000048384612],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003219791,0.00034371475,0.00021077512,0.0003452532,0.00025061576,0.00031216105,0.00047106974,0.00027209104,0.0005081931],"category_scores_gemma":[0.00045310106,0.00010064295,0.00015193434,0.00028687844,0.00025052667,0.00027423914,0.00018942605,0.0001765383,0.00015741074],"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":[0.0009158106,0.00064914033,0.071968414,0.000282341,0.00004080014,0.00036898206,0.00048291264,0.019873107,0.871625,0.00011647089,0.00018012857,0.033496812],"study_design_scores_gemma":[0.0000348406,0.010900748,0.3028621,0.000023422906,0.00012628536,0.00028710128,0.0016314862,0.013254905,0.66857326,0.00011457792,0.0021401981,0.00005093658],"about_ca_topic_score_codex":0.0037685563,"about_ca_topic_score_gemma":0.014735895,"teacher_disagreement_score":0.0037685563,"about_ca_system_score_codex":0.00038000263,"about_ca_system_score_gemma":0.00030080788,"threshold_uncertainty_score":0.0074932575},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974619,0.000052338444,0.0019035665,0.00000522994,0.000002949958,0.000002662527,0.000043751017,0.00003543913,0.0004920042],"genre_scores_gemma":[0.99915373,0.000039817332,0.00046046064,0.00000353527,6.664213e-7,0.0000029332186,0.000046048564,0.0000050692443,0.00028769326],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987304,0.000017437735,0.000010968826,0.000022329632,0.00003416305,0.00004201438],"domain_scores_gemma":[0.9997104,0.000099612706,0.000079939826,0.000026265045,0.000039837312,0.00004390169],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021945355,0.0003948151,0.00029196625,0.00044438505,0.0001414599,0.00042321713,0.0003568546,0.00048033433,0.0007624207],"category_scores_gemma":[0.0006895104,0.00017724233,0.00021419367,0.00039334863,0.0005470401,0.00028652008,0.0003762525,0.00012149241,0.00024135955],"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":[0.0012190233,0.00014452974,0.037093963,0.00020708614,0.00007087203,0.0025011695,0.0006933994,0.32869768,0.5927497,0.0008700603,0.0002978786,0.03545456],"study_design_scores_gemma":[0.000045006,0.0012928741,0.09143758,0.00006105127,0.000064593536,0.0005963868,0.001572107,0.6101823,0.2930057,0.0006349488,0.0010158784,0.00009152847],"about_ca_topic_score_codex":0.00092977553,"about_ca_topic_score_gemma":0.0014738904,"teacher_disagreement_score":0.00092977553,"about_ca_system_score_codex":0.00014052246,"about_ca_system_score_gemma":0.00019826378,"threshold_uncertainty_score":0.002550602},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99953914,0.000037747017,0.00023735437,0.000002448993,0.0000019814668,0.0000071651575,0.000038054317,0.0000054569928,0.00013065657],"genre_scores_gemma":[0.9991258,0.00007439805,0.00046480075,0.0000022545314,0.00000135869,0.0000085258625,0.00004943017,0.0000045068637,0.0002690194],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979025,0.000032087624,0.000017844504,0.000041550455,0.00007659459,0.000041558615],"domain_scores_gemma":[0.99960226,0.00013652338,0.00008553425,0.000032663273,0.00008516318,0.000057799476],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029311227,0.00046088456,0.00034815722,0.00040715584,0.0001548441,0.00018126162,0.0002825255,0.00022378392,0.00095553295],"category_scores_gemma":[0.0004918332,0.0001182613,0.00019783531,0.000397772,0.0002794442,0.00028480697,0.00022635149,0.00020141722,0.00012142431],"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":[0.0007675277,0.0003682262,0.0024144673,0.00012348192,0.000014266655,0.00007899791,0.00008825865,0.0041511646,0.98561966,0.00004597337,0.000033055894,0.006295011],"study_design_scores_gemma":[0.000041220013,0.008462502,0.024838988,0.000007906834,0.00004674935,0.00004744182,0.00016542786,0.007477425,0.95833486,0.00004463003,0.0005114017,0.000021383948],"about_ca_topic_score_codex":0.00076087145,"about_ca_topic_score_gemma":0.0014492404,"teacher_disagreement_score":0.00095553295,"about_ca_system_score_codex":0.00017514967,"about_ca_system_score_gemma":0.00014779632,"threshold_uncertainty_score":0.0031965375},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987709,0.000036133322,0.0009499299,0.0000026896794,0.0000017341728,0.000004857587,0.000038148388,0.0000052156706,0.00019021367],"genre_scores_gemma":[0.9994179,0.000019639689,0.00046325193,0.0000010429442,4.1983756e-7,0.0000033675321,0.000021168764,0.0000011691465,0.000071927985],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999608,0.000072566996,0.000043045024,0.000043554006,0.00019354722,0.000039389815],"domain_scores_gemma":[0.9990808,0.00037459054,0.00018012132,0.000067349945,0.0002358217,0.000061418104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005159068,0.00030118696,0.00020357134,0.0004067111,0.00018357547,0.00024940155,0.00025495733,0.00024140721,0.000601313],"category_scores_gemma":[0.0012003697,0.00017129414,0.00015164327,0.0003145648,0.00031938503,0.00016631608,0.00021670206,0.00015200215,0.000114405455],"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":[0.0010162079,0.0001696733,0.035224315,0.00015869651,0.000017206632,0.00018763023,0.00041132604,0.013357076,0.936373,0.00008907808,0.000074718395,0.0129209785],"study_design_scores_gemma":[0.000037511065,0.0042420425,0.15738057,0.000029217128,0.000040639552,0.0002101009,0.00060014584,0.01417124,0.82270277,0.00006726406,0.0004893259,0.000029253513],"about_ca_topic_score_codex":0.0010543057,"about_ca_topic_score_gemma":0.004518821,"teacher_disagreement_score":0.0010543057,"about_ca_system_score_codex":0.0002248516,"about_ca_system_score_gemma":0.00021625601,"threshold_uncertainty_score":0.0027284026},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975503,0.0007358073,0.0012669684,0.000017730714,0.000015321652,0.00002955036,0.000081821185,0.000031705084,0.00027073667],"genre_scores_gemma":[0.99552417,0.0006808309,0.0027687657,0.000021607324,0.000004998388,0.000025738715,0.00012696459,0.0000088316665,0.0008382273],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998716,0.000015791216,0.000010412571,0.00002772928,0.00005118643,0.000023355115],"domain_scores_gemma":[0.99980575,0.000024134339,0.000046423145,0.000010102002,0.00006107191,0.000052509884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018377318,0.0003804383,0.0003326081,0.00028313007,0.00013318715,0.0002967584,0.0002934702,0.0003256435,0.0004293009],"category_scores_gemma":[0.0002953035,0.0001292073,0.0002628897,0.00019685121,0.0001273029,0.0002603336,0.00019904113,0.0003791871,0.00014402099],"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":[0.00012480652,0.000067805675,0.0004191721,0.00013627,0.000013174171,0.000054988577,0.000014823226,0.0003848128,0.99528754,0.000016283544,0.000027034324,0.0034532645],"study_design_scores_gemma":[0.000016983266,0.0021021937,0.0045888615,0.000014727327,0.000047009165,0.00009447506,0.000050839062,0.0024605382,0.98946357,0.000009030099,0.0011397243,0.000011917286],"about_ca_topic_score_codex":0.0013072977,"about_ca_topic_score_gemma":0.0034572326,"teacher_disagreement_score":0.0013072977,"about_ca_system_score_codex":0.00016901271,"about_ca_system_score_gemma":0.0002004864,"threshold_uncertainty_score":0.0025994182},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6848478,0.00065497204,0.2966662,0.00013869985,0.00012333879,0.0001520111,0.00013583385,0.00081652636,0.016464645],"genre_scores_gemma":[0.93808067,0.00023002388,0.058649786,0.000011187075,0.0000062329377,0.000027470342,0.000057481247,0.000026665139,0.0029104894],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99955636,0.00006740257,0.00003049893,0.000056592944,0.0002159377,0.000073263676],"domain_scores_gemma":[0.9996301,0.00005559259,0.00008645336,0.000096730124,0.00009165686,0.000039478386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043486527,0.0005406206,0.00026236038,0.00067673845,0.00046215992,0.0004581947,0.00081478857,0.00040944119,0.0011421998],"category_scores_gemma":[0.000529005,0.0002753143,0.00037102116,0.00033740752,0.0005226964,0.0005988046,0.0009413519,0.00038691764,0.00051440054],"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":[0.0004233665,0.00016450138,0.008004003,0.00078021054,0.00005079925,0.0030659472,0.0007112904,0.09545187,0.6760196,0.015357033,0.001697068,0.19827448],"study_design_scores_gemma":[0.00006697356,0.0013132617,0.012081171,0.0001933145,0.00014250094,0.0025282367,0.0006669862,0.22649306,0.71586025,0.001951441,0.038576055,0.00012676908],"about_ca_topic_score_codex":0.0013768197,"about_ca_topic_score_gemma":0.0054827183,"teacher_disagreement_score":0.0013768197,"about_ca_system_score_codex":0.00037474453,"about_ca_system_score_gemma":0.00091201486,"threshold_uncertainty_score":0.003821075},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993162,0.0000147360315,0.0004879736,0.0000041516278,0.0000021064743,0.0000019369843,0.000013101187,0.000007761996,0.00015201347],"genre_scores_gemma":[0.9995993,0.000024239904,0.00021983832,0.0000028908664,9.2896585e-7,0.000001521955,0.000023115876,0.0000014479683,0.00012670942],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999777,0.000025312838,0.000009312063,0.000034317876,0.00008643366,0.00006766596],"domain_scores_gemma":[0.999703,0.00009113386,0.00006154798,0.000032005057,0.000056818222,0.000055543544],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020328214,0.00043476623,0.0003660167,0.00030621476,0.00017805166,0.00024521534,0.00032286285,0.0004982418,0.0012969034],"category_scores_gemma":[0.000518076,0.00027849045,0.00030008118,0.0002515566,0.00037774863,0.00026853482,0.00037536433,0.00020307464,0.00024718218],"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":[0.0015475029,0.00017213951,0.02763926,0.00016264954,0.00006282737,0.0020758584,0.00041392003,0.0632011,0.8933728,0.0001376877,0.00014605655,0.0110681355],"study_design_scores_gemma":[0.00010781823,0.006016031,0.2766707,0.000044265063,0.0002094497,0.0015754241,0.0033726443,0.32194027,0.38819647,0.00025163512,0.0015050961,0.00011019817],"about_ca_topic_score_codex":0.0014640257,"about_ca_topic_score_gemma":0.0033001944,"teacher_disagreement_score":0.0014640257,"about_ca_system_score_codex":0.00016595269,"about_ca_system_score_gemma":0.00016157815,"threshold_uncertainty_score":0.0043385625},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99925274,0.000013477371,0.00053409877,0.0000052249297,0.0000029948499,0.0000032609394,0.00002134201,0.000008126053,0.0001586558],"genre_scores_gemma":[0.9993893,0.000010081667,0.00030152904,0.000003949141,8.759969e-7,0.0000032847834,0.000024570085,0.0000017415863,0.00026475557],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988544,0.000021806585,0.0000047190106,0.000021923754,0.000035922927,0.0000301821],"domain_scores_gemma":[0.99964154,0.00008094246,0.000047411082,0.00006062611,0.00011334423,0.000056121233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002154326,0.00018522238,0.00018005358,0.00023278293,0.00020556319,0.00015197563,0.00029844802,0.00045251727,0.0014282546],"category_scores_gemma":[0.0005263639,0.00011511567,0.00022104115,0.0001375965,0.00026919745,0.00018903866,0.00025188972,0.00022219485,0.00020503641],"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":[0.00054837484,0.00042696358,0.0067332326,0.000042845888,0.0000139982,0.00015726215,0.00017699377,0.009689473,0.97294384,0.00012024338,0.00018206543,0.008964708],"study_design_scores_gemma":[0.000090442256,0.0106439805,0.110646784,0.00002583801,0.00007450823,0.00036398243,0.0010910407,0.16428839,0.7109376,0.0002414152,0.0015301262,0.00006593747],"about_ca_topic_score_codex":0.00074433535,"about_ca_topic_score_gemma":0.0014286212,"teacher_disagreement_score":0.0014282546,"about_ca_system_score_codex":0.00014920082,"about_ca_system_score_gemma":0.00018860673,"threshold_uncertainty_score":0.004777968},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.005970784,0.00007787496,0.99196374,0.00004703949,0.000012613133,0.00004562212,0.000034914567,0.000100647834,0.0017468302],"genre_scores_gemma":[0.30883655,0.00053362636,0.68007237,0.000074224794,0.000056730438,0.0007379584,0.00027313447,0.00022054354,0.009194754],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997359,0.000099878846,0.000015077781,0.00003325628,0.00008484533,0.00003093427],"domain_scores_gemma":[0.9995408,0.00023415947,0.000059711598,0.000023396937,0.00011940299,0.00002258125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00083540706,0.0010394616,0.0008263269,0.00071403245,0.0003969398,0.00068853225,0.0011339536,0.0012101423,0.0029858325],"category_scores_gemma":[0.0017164963,0.00041851948,0.0010039839,0.00055969437,0.00067477097,0.0005138989,0.0011452372,0.00092445605,0.00062655774],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030384694,0.000024605737,0.0007965792,0.00016046196,0.000037047866,0.00015477488,0.00012953834,0.94216824,0.004546346,0.014072041,0.00054229505,0.037337612],"study_design_scores_gemma":[0.000001958184,0.000014493548,0.00007142715,0.0000055412374,0.000002056681,0.000012640026,0.000014471505,0.9977659,0.00020574934,0.0014896619,0.000412372,0.0000037829093],"about_ca_topic_score_codex":0.007070504,"about_ca_topic_score_gemma":0.0065250457,"teacher_disagreement_score":0.007070504,"about_ca_system_score_codex":0.0005272703,"about_ca_system_score_gemma":0.0016829338,"threshold_uncertainty_score":0.014058709},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994573,0.000083972795,0.00018325837,0.000012694825,0.000010886891,0.000003941159,0.000031972028,0.000010183024,0.00020583277],"genre_scores_gemma":[0.9994655,0.000043954566,0.00014716317,0.000013132542,0.000002345121,0.0000022620918,0.000021860444,0.000006724381,0.0002969089],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998542,0.000023411661,0.000018245231,0.00004056863,0.000026316944,0.000037162492],"domain_scores_gemma":[0.9992748,0.00041065583,0.00007879014,0.00004715236,0.000096537355,0.00009218048],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022469812,0.0002120422,0.0002122904,0.00014316387,0.00018990274,0.0004371902,0.00025934982,0.00027444394,0.0032880518],"category_scores_gemma":[0.0014012934,0.00023973899,0.00017819245,0.00013750115,0.0004769092,0.00039852905,0.0002979579,0.0003060951,0.00022737525],"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":[0.004939727,0.00030752327,0.011355132,0.00013529303,0.000037559053,0.00021424405,0.00021744656,0.0027429163,0.9703414,0.00014565393,0.00016361497,0.009399575],"study_design_scores_gemma":[0.000117492586,0.0022276815,0.06375844,0.000013094395,0.00009285517,0.00014234701,0.00040879345,0.010805881,0.9211044,0.00011458409,0.0011764289,0.00003806751],"about_ca_topic_score_codex":0.0022897383,"about_ca_topic_score_gemma":0.003209862,"teacher_disagreement_score":0.0032880518,"about_ca_system_score_codex":0.0002330214,"about_ca_system_score_gemma":0.00019645762,"threshold_uncertainty_score":0.01099968},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994974,0.000020528416,0.00033081492,0.0000023987943,0.0000012772564,0.000004229589,0.000041783824,0.0000098309865,0.00009170939],"genre_scores_gemma":[0.9985008,0.00004095002,0.00073425716,0.000006329674,0.000001440829,0.00000572462,0.00011496662,0.000006335478,0.0005890437],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981326,0.00001339618,0.000017102077,0.000043940476,0.000075432145,0.000036990157],"domain_scores_gemma":[0.99960893,0.0000759846,0.00008454364,0.000059276164,0.00009768831,0.00007360594],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028203218,0.00034382846,0.00029192978,0.00026408018,0.00026767058,0.00020651422,0.00025033348,0.00032440986,0.00130787],"category_scores_gemma":[0.00046456011,0.000144331,0.00016501335,0.0002215,0.00054175773,0.00023259678,0.00038810362,0.00020042373,0.000260827],"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":[0.00019472935,0.000015685766,0.0030648115,0.000022228474,0.0000039268007,0.00008965092,0.000104699655,0.00038607814,0.99431396,0.000025501557,0.0000099936115,0.001768813],"study_design_scores_gemma":[0.000022392658,0.002283698,0.049041905,0.000013026392,0.000020216003,0.0001454625,0.0003461185,0.002343672,0.9450906,0.000058376678,0.0006103245,0.000024245439],"about_ca_topic_score_codex":0.0016517995,"about_ca_topic_score_gemma":0.0033263923,"teacher_disagreement_score":0.0016517995,"about_ca_system_score_codex":0.00016679316,"about_ca_system_score_gemma":0.0002189839,"threshold_uncertainty_score":0.004375279},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958144,0.0000849936,0.0022282284,0.000019254085,0.0000036148554,0.000008083641,0.00004241564,0.00004728703,0.0017516412],"genre_scores_gemma":[0.9992009,0.00004385677,0.00036866564,0.0000038737335,9.924445e-7,0.0000033540043,0.00005741802,0.000005234084,0.00031575968],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995233,0.00020807705,0.000017643977,0.000048257505,0.00009558404,0.000107257925],"domain_scores_gemma":[0.99845004,0.0010834304,0.00012497668,0.00009024028,0.00015446518,0.00009675739],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007173711,0.00068560994,0.0004595621,0.0007639541,0.00032686023,0.0007543654,0.00039292965,0.0006607831,0.0019023853],"category_scores_gemma":[0.0017482868,0.00023668242,0.000869635,0.0004609103,0.000391009,0.00035804132,0.0006132132,0.0002919451,0.00032243927],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011067444,0.000258554,0.027433867,0.00013890119,0.0001575708,0.0006207791,0.00030609992,0.9362225,0.01962395,0.00052968174,0.00019735817,0.0134040015],"study_design_scores_gemma":[0.000056005218,0.0020094386,0.05289963,0.000038544276,0.00027838984,0.00018290905,0.0010681417,0.9244089,0.017864646,0.00023969976,0.0008971677,0.000056499564],"about_ca_topic_score_codex":0.010584338,"about_ca_topic_score_gemma":0.012122551,"teacher_disagreement_score":0.010584338,"about_ca_system_score_codex":0.0004377682,"about_ca_system_score_gemma":0.000273706,"threshold_uncertainty_score":0.021045446},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99856746,0.00040835637,0.0005789491,0.000007337874,0.0000034579846,0.000017240809,0.00008066633,0.000007734287,0.00032877366],"genre_scores_gemma":[0.9950801,0.00064176304,0.0031564413,0.00001125993,0.0000025221625,0.000023832183,0.00014971891,0.000011777808,0.0009226149],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969304,0.00004317845,0.00002527007,0.00003995495,0.0001671103,0.00003150092],"domain_scores_gemma":[0.9996376,0.000039324732,0.00010549529,0.000018638239,0.00016810674,0.000030771436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041816296,0.0004905255,0.000306324,0.00066014007,0.000189406,0.00030364978,0.0002110178,0.0003591921,0.0006713917],"category_scores_gemma":[0.00038483265,0.00017640724,0.0004741216,0.00041789084,0.00016576369,0.00029424092,0.00020014375,0.00032113545,0.00025041276],"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":[0.000113630536,0.000045707697,0.0027273814,0.000189287,0.000018863853,0.00011626466,0.000040101742,0.00054010213,0.9917208,0.000014916473,0.000014849084,0.004458068],"study_design_scores_gemma":[0.000009143314,0.002443844,0.065158375,0.00004640149,0.0001427561,0.00033222474,0.0002671103,0.001600215,0.9280995,0.000020029487,0.0018548203,0.000025553005],"about_ca_topic_score_codex":0.0013987615,"about_ca_topic_score_gemma":0.006264824,"teacher_disagreement_score":0.0013987615,"about_ca_system_score_codex":0.0002689476,"about_ca_system_score_gemma":0.00026213634,"threshold_uncertainty_score":0.0027812123},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99369967,0.000036975503,0.005406503,0.000010719516,0.0000044978206,0.000014357326,0.000027437745,0.000033963883,0.0007658288],"genre_scores_gemma":[0.9984491,0.000012963748,0.0013569454,0.0000011179452,5.4319366e-7,0.0000064385163,0.0000086785085,0.0000022288214,0.00016198559],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99972683,0.000055414395,0.000015740356,0.000043625158,0.000100950754,0.000057463916],"domain_scores_gemma":[0.9994167,0.00022690011,0.0001526165,0.00008669346,0.00006948598,0.000047629026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004979959,0.0004473003,0.00040170233,0.00044686857,0.0003041261,0.00040895026,0.0006906916,0.0006694963,0.0014402097],"category_scores_gemma":[0.00086169556,0.0002485145,0.00036713164,0.0002484029,0.00038769582,0.0003279002,0.0004328792,0.00028245896,0.00015285853],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007727425,0.00031628116,0.010337873,0.00042047226,0.00005457611,0.0011212862,0.00045556296,0.60684824,0.35422218,0.0007993229,0.00019271363,0.024458727],"study_design_scores_gemma":[0.00007026694,0.0043804324,0.021290231,0.000037539983,0.00014173413,0.000368503,0.0005016946,0.8745164,0.09713452,0.00025056637,0.0012562512,0.000051796473],"about_ca_topic_score_codex":0.0008632096,"about_ca_topic_score_gemma":0.0014301948,"teacher_disagreement_score":0.0014402097,"about_ca_system_score_codex":0.00022594137,"about_ca_system_score_gemma":0.00035589703,"threshold_uncertainty_score":0.0048179626},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99880934,0.00015367457,0.00066978234,0.000005447,0.000008573364,0.000011475087,0.00005802879,0.00001156853,0.0002720249],"genre_scores_gemma":[0.9976446,0.0001883321,0.0014673831,0.000009788441,0.0000036384588,0.000013811949,0.00008432714,0.000009183752,0.000578889],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996624,0.000045610315,0.00003079909,0.000059380956,0.00015732278,0.000044609234],"domain_scores_gemma":[0.99934465,0.00013807837,0.00018716865,0.0000603641,0.0001808663,0.00008889727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003579823,0.0007031176,0.00033732355,0.0004831962,0.00016756612,0.0002396094,0.0003063494,0.0003599289,0.0011170481],"category_scores_gemma":[0.0007396759,0.00017622212,0.00022966848,0.00043680426,0.00029090096,0.00037073687,0.00033485016,0.00030222564,0.00019254998],"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":[0.0006257399,0.000146866,0.0032771516,0.00023471314,0.000019706245,0.00014555405,0.00010452308,0.0015673448,0.9850034,0.000037661266,0.00003370144,0.0088036405],"study_design_scores_gemma":[0.00003093768,0.0076295068,0.056659453,0.00003259718,0.000097153825,0.00023665174,0.0005563576,0.0031972798,0.92988545,0.0000747667,0.0015652879,0.0000346679],"about_ca_topic_score_codex":0.0005675301,"about_ca_topic_score_gemma":0.002301946,"teacher_disagreement_score":0.0011170481,"about_ca_system_score_codex":0.00016053296,"about_ca_system_score_gemma":0.00013903301,"threshold_uncertainty_score":0.0037369132},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96607655,0.00011168677,0.027620766,0.00007928998,0.000018195538,0.00003780634,0.00008673275,0.00014660342,0.005822273],"genre_scores_gemma":[0.99855655,0.000019999943,0.0010446672,0.0000030911285,0.0000011087712,0.0000059814897,0.000009793662,0.000003900505,0.00035496592],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999105,0.000017941855,0.0000048284364,0.000012574254,0.000028100534,0.000025941252],"domain_scores_gemma":[0.9996866,0.00013010719,0.00008230178,0.000027854005,0.000040233357,0.000032877055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018144613,0.00024867756,0.0003172764,0.00042188182,0.00032446647,0.00037095623,0.00042464063,0.0005949524,0.0014215566],"category_scores_gemma":[0.00072935247,0.00016119436,0.0002705661,0.00041811136,0.00081971136,0.00030013753,0.0003518038,0.00026481162,0.00011166726],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000087818546,0.000052443702,0.00260975,0.000054303797,0.000011256885,0.00041740152,0.00008671021,0.9739429,0.016712507,0.0021057536,0.0001333617,0.0037857832],"study_design_scores_gemma":[0.0000056221375,0.000039466788,0.0011316626,0.0000046487876,0.0000026260866,0.000024872621,0.0000333845,0.99687105,0.001619194,0.00016115577,0.00009933822,0.00000683954],"about_ca_topic_score_codex":0.003982998,"about_ca_topic_score_gemma":0.0025176553,"teacher_disagreement_score":0.003982998,"about_ca_system_score_codex":0.00050205475,"about_ca_system_score_gemma":0.00045896493,"threshold_uncertainty_score":0.00791961},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9386273,0.00017278851,0.05504077,0.00024395058,0.000041826548,0.00001447538,0.00013969293,0.0007631025,0.0049560503],"genre_scores_gemma":[0.99840325,0.000029155886,0.0010442117,0.00001465927,0.0000061583164,0.0000051251222,0.000028356744,0.00004690515,0.0004222136],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99944586,0.0002013644,0.000020910515,0.000074308766,0.00017561555,0.000081897415],"domain_scores_gemma":[0.98565024,0.012509994,0.00034056642,0.0008088679,0.00060070306,0.0000897359],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009519346,0.00033831838,0.0003822839,0.00034984775,0.00025904857,0.00062509876,0.00038339503,0.0012024003,0.0064782016],"category_scores_gemma":[0.009795589,0.00017662013,0.00026498185,0.00027632725,0.0004335515,0.00083032076,0.00042442433,0.0005033612,0.0010230697],"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":[0.0130177075,0.0009805093,0.011614158,0.0007012568,0.000075270436,0.0010867858,0.0004694914,0.2751371,0.48453268,0.004434965,0.0016796843,0.20627038],"study_design_scores_gemma":[0.00017584735,0.0021477416,0.022513716,0.00005112825,0.000107554864,0.0008184047,0.00025832286,0.52378136,0.44680703,0.0018519079,0.0014041404,0.00008285704],"about_ca_topic_score_codex":0.0008207541,"about_ca_topic_score_gemma":0.00053784205,"teacher_disagreement_score":0.0064782016,"about_ca_system_score_codex":0.00031828467,"about_ca_system_score_gemma":0.00020048679,"threshold_uncertainty_score":0.021671712},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97144663,0.0006202691,0.0266139,0.000033835986,0.000036455032,0.00010019576,0.000112600595,0.000100437894,0.000935542],"genre_scores_gemma":[0.9521311,0.0004077339,0.044893567,0.000032795022,0.0000071789195,0.00018796253,0.0001019961,0.000023626075,0.0022140725],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998223,0.000034993318,0.0000146150105,0.000045855322,0.000058843478,0.000023299017],"domain_scores_gemma":[0.99987864,0.000025642294,0.000043465327,0.000009654583,0.000026117737,0.000016457208],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004265338,0.00043119353,0.00035099144,0.00042897227,0.000114970535,0.00025523215,0.00040359868,0.0003115486,0.0012053755],"category_scores_gemma":[0.0002320149,0.00029155123,0.00027152975,0.00021236065,0.00018552058,0.00026180688,0.0002300801,0.00024356773,0.00025849542],"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":[0.00023017247,0.000079429876,0.00018667743,0.00013474752,0.000010794466,0.000022321328,0.000016231186,0.0016956065,0.99259067,0.00015378145,0.000022249304,0.0048573134],"study_design_scores_gemma":[0.0000839686,0.0020840138,0.0029384273,0.000011475096,0.00003969802,0.00005074124,0.000030416171,0.012697256,0.97918314,0.00008566043,0.002774406,0.000020919508],"about_ca_topic_score_codex":0.00025063084,"about_ca_topic_score_gemma":0.0008902721,"teacher_disagreement_score":0.0012053755,"about_ca_system_score_codex":0.00021498428,"about_ca_system_score_gemma":0.00020586289,"threshold_uncertainty_score":0.004032433},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99832517,0.00004384855,0.000981405,0.000013617605,0.000010850795,0.0000034923207,0.000056195317,0.000033332337,0.0005321194],"genre_scores_gemma":[0.99906033,0.000028250606,0.00043149086,0.0000018429353,0.0000024064525,0.0000029866414,0.000045926947,0.0000040587456,0.0004227355],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997794,0.000026572836,0.000012048838,0.00003935714,0.00009846377,0.00004415755],"domain_scores_gemma":[0.999158,0.00027798224,0.00012677096,0.000117264535,0.00024431056,0.000075738535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042054834,0.0002809627,0.0003413606,0.00036803944,0.0003038803,0.00021317882,0.00049946265,0.0004621897,0.001896198],"category_scores_gemma":[0.00092180027,0.00017987582,0.00017248026,0.00032605568,0.00050225604,0.00036682238,0.00027946153,0.00020087427,0.00018089145],"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":[0.0012757682,0.0004895967,0.00939764,0.00021566317,0.000020311456,0.00036026552,0.0004757952,0.028385965,0.9446234,0.0010391154,0.00052143075,0.013195187],"study_design_scores_gemma":[0.00015836154,0.0046224426,0.08728187,0.00004188574,0.000078176345,0.00037624908,0.0008881105,0.2468387,0.6570415,0.0003752654,0.0022161312,0.000081418395],"about_ca_topic_score_codex":0.00075137726,"about_ca_topic_score_gemma":0.0007060159,"teacher_disagreement_score":0.001896198,"about_ca_system_score_codex":0.00015630276,"about_ca_system_score_gemma":0.00018536461,"threshold_uncertainty_score":0.0063434243},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995776,0.00005098102,0.00020019755,0.000001944069,0.0000019609688,0.000005018965,0.000028601578,0.0000058427368,0.0001279927],"genre_scores_gemma":[0.99885917,0.00012345394,0.00043266066,0.000004294144,0.0000013416974,0.0000056207064,0.000083277155,0.0000032617882,0.00048700674],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981123,0.000021578202,0.00001771462,0.00003076099,0.00006635819,0.000052326508],"domain_scores_gemma":[0.9996866,0.00005974503,0.00008636331,0.00001737907,0.000081769394,0.000068154746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019723522,0.00029806158,0.00024285582,0.0002524215,0.00014744372,0.00032531796,0.00018770022,0.00013155436,0.0006682424],"category_scores_gemma":[0.00048605338,0.00008604938,0.00014566534,0.00030902345,0.00023333711,0.00027298933,0.00023340319,0.00017544084,0.00009296987],"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":[0.0005634004,0.000101575366,0.010833662,0.0001071223,0.000015919544,0.000081593345,0.00012708998,0.0016995989,0.9780229,0.000054904183,0.000053195574,0.008339042],"study_design_scores_gemma":[0.000017323639,0.002325519,0.046925243,0.000009778105,0.000041664425,0.000092155264,0.0002752925,0.004414906,0.94493306,0.00003321778,0.0009109748,0.000020886771],"about_ca_topic_score_codex":0.0044136904,"about_ca_topic_score_gemma":0.008423871,"teacher_disagreement_score":0.0044136904,"about_ca_system_score_codex":0.00027236177,"about_ca_system_score_gemma":0.00029566325,"threshold_uncertainty_score":0.008776009},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99750996,0.000076492375,0.0017103188,0.000008912347,0.000006485521,0.0000109178645,0.00009511009,0.000034709414,0.00054700096],"genre_scores_gemma":[0.9977894,0.000087688204,0.001702335,0.0000035175913,0.0000013848849,0.000012029708,0.00007425732,0.000003374846,0.0003260704],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997825,0.000018289427,0.000018746123,0.000036113495,0.00009092432,0.000053447675],"domain_scores_gemma":[0.9994696,0.00014765454,0.00012019762,0.00006868656,0.00013790574,0.00005606248],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032981517,0.00030777976,0.0002670397,0.0003569863,0.00022538281,0.00027303802,0.00031002914,0.00034746106,0.0010323126],"category_scores_gemma":[0.00057276,0.00009976179,0.00018600712,0.00043107354,0.0004894835,0.00033131085,0.00030763834,0.00030289282,0.000110697285],"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":[0.00031589065,0.00024463903,0.0048178206,0.00020990621,0.000010580148,0.0003277943,0.00015650716,0.034503978,0.9492913,0.0005851311,0.00016467794,0.009371911],"study_design_scores_gemma":[0.000025517329,0.001546446,0.011594563,0.00001916606,0.00002674859,0.00009873068,0.00027608147,0.102222,0.8827799,0.00015147432,0.0012273289,0.00003220151],"about_ca_topic_score_codex":0.0009011595,"about_ca_topic_score_gemma":0.0013442393,"teacher_disagreement_score":0.0010323126,"about_ca_system_score_codex":0.00019131743,"about_ca_system_score_gemma":0.00019560585,"threshold_uncertainty_score":0.0034534335},"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":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010453242,0.00009761136,0.9861601,0.000066157656,0.000024551018,0.000024167395,0.000021914611,0.00011758669,0.003034695],"genre_scores_gemma":[0.33111674,0.00037784246,0.66150814,0.00007491466,0.000024970182,0.00033332605,0.000144707,0.000101929014,0.0063174143],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981004,0.000058632242,0.000013397313,0.000025012438,0.000075257085,0.000017751365],"domain_scores_gemma":[0.9998394,0.000067151,0.000017707622,0.000018423727,0.000049846403,0.0000074441496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004556863,0.00036857754,0.00054371316,0.00035692027,0.00025893966,0.00039488927,0.00065897056,0.0007451373,0.0015922262],"category_scores_gemma":[0.0005599871,0.00026552076,0.0005788904,0.00026461628,0.00038883986,0.00051512674,0.0006405801,0.0005061675,0.00048869656],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043568278,0.00007093295,0.0015702435,0.00024978234,0.000037418413,0.00029007302,0.00031342442,0.8283877,0.055304393,0.048269216,0.0010808316,0.06438253],"study_design_scores_gemma":[0.000005540365,0.000017007555,0.000079191086,0.0000079328765,0.0000032861692,0.000063016145,0.00001665406,0.99333584,0.002493381,0.0016504101,0.002320616,0.0000070576525],"about_ca_topic_score_codex":0.0019304317,"about_ca_topic_score_gemma":0.0016919762,"teacher_disagreement_score":0.0019304317,"about_ca_system_score_codex":0.00022727424,"about_ca_system_score_gemma":0.0006990413,"threshold_uncertainty_score":0.0053265095},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977859,0.00011469897,0.0011368591,0.0000148775225,0.0000198442,0.000021311109,0.00032247827,0.000057701276,0.0005262348],"genre_scores_gemma":[0.9980367,0.000105735846,0.0007126835,0.00001591713,0.0000030187912,0.000024925821,0.00022316561,0.000010360943,0.000867557],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99947923,0.000031362244,0.000036673177,0.00008885465,0.00024449307,0.00011933006],"domain_scores_gemma":[0.99952066,0.000079646925,0.000074412696,0.000061282,0.00018928171,0.00007459508],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003444709,0.0009061491,0.0005085177,0.0006655402,0.00034071377,0.00031029055,0.00075474,0.00083338795,0.002737775],"category_scores_gemma":[0.0006563963,0.0002247427,0.00047429584,0.0006120358,0.0004839579,0.00041434474,0.00047031147,0.0004141197,0.00040460582],"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":[0.0012182116,0.0003340108,0.0049338387,0.00020408879,0.000028273418,0.00039425754,0.00031447763,0.019986706,0.95853406,0.00013279222,0.00036864926,0.013550718],"study_design_scores_gemma":[0.000061378785,0.007037147,0.033027753,0.000034711342,0.00007039147,0.00018383098,0.0008314051,0.07982048,0.8768243,0.00021422406,0.0018115874,0.000082884326],"about_ca_topic_score_codex":0.0036217044,"about_ca_topic_score_gemma":0.0089261355,"teacher_disagreement_score":0.0036217044,"about_ca_system_score_codex":0.00034934614,"about_ca_system_score_gemma":0.00034210732,"threshold_uncertainty_score":0.0091587305},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9053703,0.00025853232,0.06776168,0.00017403234,0.000029973044,0.000038213067,0.00029248316,0.00028882627,0.025786001],"genre_scores_gemma":[0.994981,0.00007432224,0.0016798549,0.000007344729,0.000003134582,0.000009212732,0.000062010855,0.000035089903,0.0031480314],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999106,0.000014995603,0.0000036993597,0.0000147857445,0.000028394303,0.00002752422],"domain_scores_gemma":[0.9997085,0.0001435396,0.0000443595,0.000023288589,0.00005610182,0.00002419181],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022790678,0.00032237257,0.00023951894,0.00073142635,0.00042056898,0.00069205445,0.00049527973,0.0008024719,0.0040644514],"category_scores_gemma":[0.0015952832,0.00019646906,0.0003000128,0.00052666303,0.00071171543,0.0005580734,0.000628024,0.0004012792,0.00043379335],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003216312,0.0000652364,0.003980459,0.000082334205,0.00001730623,0.0006248016,0.00043019926,0.9172887,0.021234607,0.030290326,0.0012303819,0.024433965],"study_design_scores_gemma":[0.000016337515,0.000059389375,0.004064647,0.000028152157,0.0000051688144,0.000120428245,0.00025799315,0.9850352,0.00466225,0.004354119,0.0013707874,0.000025479041],"about_ca_topic_score_codex":0.0061051147,"about_ca_topic_score_gemma":0.0035934644,"teacher_disagreement_score":0.0061051147,"about_ca_system_score_codex":0.00056012586,"about_ca_system_score_gemma":0.00037483298,"threshold_uncertainty_score":0.013596892},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99890995,0.000029357614,0.0007543953,0.000004663416,0.0000014350277,0.0000055549126,0.000020107349,0.000008994423,0.00026550321],"genre_scores_gemma":[0.9991722,0.000023722843,0.00065550115,0.000001826062,3.1519474e-7,0.0000030966116,0.0000134091215,0.0000019451384,0.0001279225],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977654,0.00003247108,0.000008934693,0.000025756723,0.00011731307,0.000039005565],"domain_scores_gemma":[0.9997758,0.000046094156,0.00005672788,0.00002629293,0.000068262765,0.00002676813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002659545,0.00028414032,0.00021883131,0.0003397535,0.00019706643,0.0002603651,0.00025238108,0.0002621286,0.00051906536],"category_scores_gemma":[0.0004284788,0.00009796423,0.00016662847,0.00027684463,0.00022575469,0.00023104537,0.00024972085,0.00015815608,0.000112400434],"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":[0.0006572536,0.00036866634,0.02004448,0.00023068134,0.000022146365,0.00025714954,0.000139195,0.05061591,0.8914482,0.0003026547,0.00014514214,0.035768487],"study_design_scores_gemma":[0.000042835472,0.004455816,0.10658077,0.000047647078,0.000110560504,0.00020789888,0.00061575056,0.12893155,0.7563396,0.00019548477,0.0024170466,0.00005505946],"about_ca_topic_score_codex":0.0032451905,"about_ca_topic_score_gemma":0.009617938,"teacher_disagreement_score":0.0032451905,"about_ca_system_score_codex":0.00039007043,"about_ca_system_score_gemma":0.0003796923,"threshold_uncertainty_score":0.00645262},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989668,0.000057105182,0.0006861009,0.0000027784292,0.0000013909491,0.0000045659644,0.00006187447,0.000013897605,0.00020539692],"genre_scores_gemma":[0.99956936,0.000020835441,0.00024941197,0.0000022651636,4.5408297e-7,0.0000022125223,0.000029950976,0.0000032102919,0.00012242097],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997297,0.00003706284,0.000021367025,0.000037937272,0.00012569145,0.000048266087],"domain_scores_gemma":[0.999371,0.00024361501,0.00013519706,0.0000754179,0.0001335146,0.00004119787],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003592164,0.00022786703,0.00019829781,0.00042396964,0.00013666836,0.00022292887,0.00020209824,0.00017393527,0.0009482644],"category_scores_gemma":[0.0006299789,0.00010496092,0.00016714771,0.00035790686,0.0002658805,0.00018261926,0.00013497501,0.00020165686,0.00010077549],"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":[0.00040534197,0.0000625687,0.0076804645,0.000050194496,0.000013033221,0.00013175281,0.000095952084,0.003400047,0.9784944,0.000029894854,0.00002767732,0.0096086515],"study_design_scores_gemma":[0.000005137683,0.0010975285,0.09878513,0.00000805195,0.000028000351,0.00011540129,0.00014553423,0.010094691,0.88939553,0.000017769069,0.00029387005,0.0000133419035],"about_ca_topic_score_codex":0.0016812171,"about_ca_topic_score_gemma":0.003811145,"teacher_disagreement_score":0.0016812171,"about_ca_system_score_codex":0.00019419835,"about_ca_system_score_gemma":0.00009609581,"threshold_uncertainty_score":0.003342867},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988954,0.00010814712,0.0008233015,0.000005374283,0.0000016511583,0.0000053088806,0.000026952775,0.000014513361,0.00011931758],"genre_scores_gemma":[0.9988788,0.00006574162,0.0008543479,0.000005070736,9.73454e-7,0.000005148511,0.000025284766,0.000004286172,0.00016036646],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998951,0.000011167315,0.000008230117,0.00002705715,0.00003156184,0.000026897822],"domain_scores_gemma":[0.9998437,0.00003123102,0.00006874249,0.000008633664,0.000025618032,0.00002205064],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016612763,0.00032192847,0.00018111856,0.00019420538,0.00009588062,0.00022376065,0.00019590188,0.00019922471,0.0006211163],"category_scores_gemma":[0.00021123321,0.00011808167,0.0001431827,0.00012486774,0.00016680334,0.00017431764,0.00016486646,0.00018841782,0.00011499695],"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":[0.00004687633,0.000010954494,0.00042398655,0.000017202705,0.0000033623476,0.000009178634,0.0000053691074,0.00025847022,0.99848086,0.0000040113246,0.0000029356017,0.0007367845],"study_design_scores_gemma":[0.0000037375148,0.0003071905,0.005068068,0.0000027191802,0.000010195843,0.000020890962,0.000022792574,0.0011464385,0.99323833,0.000004771345,0.00017122185,0.0000035651203],"about_ca_topic_score_codex":0.00072850747,"about_ca_topic_score_gemma":0.0018332099,"teacher_disagreement_score":0.00072850747,"about_ca_system_score_codex":0.00017367989,"about_ca_system_score_gemma":0.0000844515,"threshold_uncertainty_score":0.002077818},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99888176,0.000036331017,0.0007686063,0.000002764175,0.0000045314423,0.0000050797344,0.000016757554,0.000022311602,0.00026197603],"genre_scores_gemma":[0.99887294,0.000029892115,0.00068291265,0.000003075175,0.0000010034443,0.0000026791784,0.000025879288,0.000002331345,0.00037933278],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992335,0.000006166446,0.000006293804,0.000011061403,0.000029219946,0.000023856426],"domain_scores_gemma":[0.9998629,0.00001739902,0.000035013996,0.000020166015,0.00002278035,0.000041657033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000116725845,0.0003200254,0.00017453784,0.00041717914,0.00013219593,0.00020894346,0.00031052373,0.0001533707,0.00077459123],"category_scores_gemma":[0.00024644213,0.00015008851,0.00013113255,0.00021414222,0.00021823644,0.00014538865,0.00032896164,0.00015740159,0.00012610451],"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":[0.00041745458,0.0001525809,0.008723502,0.00011499982,0.000024802432,0.0004097902,0.00012294795,0.012267689,0.9566592,0.00017015317,0.00011326767,0.020823572],"study_design_scores_gemma":[0.00005244587,0.0023350036,0.10237772,0.000030494732,0.00006211232,0.00036097172,0.00026061782,0.035116196,0.857218,0.000118322125,0.0020300515,0.000038022856],"about_ca_topic_score_codex":0.00211095,"about_ca_topic_score_gemma":0.010593344,"teacher_disagreement_score":0.00211095,"about_ca_system_score_codex":0.00016162684,"about_ca_system_score_gemma":0.00015317486,"threshold_uncertainty_score":0.004197359},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6714431,0.00059553504,0.3239997,0.00012987285,0.00008193813,0.00003874217,0.0009846629,0.0012248976,0.0015014946],"genre_scores_gemma":[0.9780247,0.00011616743,0.019572485,0.000023489985,0.000023428576,0.000047579677,0.0011176141,0.000031766525,0.0010427677],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995951,0.000106868436,0.000030052004,0.00011396782,0.00009558088,0.000058527025],"domain_scores_gemma":[0.9983944,0.0007688826,0.0001555727,0.00019524041,0.00045125527,0.000034645363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011225054,0.000972575,0.0009792752,0.0012177345,0.00030291826,0.00056545704,0.0009149684,0.0007723288,0.00077477057],"category_scores_gemma":[0.0025856714,0.00038180186,0.0008056854,0.0011531223,0.00021614677,0.0009629563,0.00054120703,0.00087392586,0.000440377],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012996828,0.0001617696,0.013450301,0.00002771873,0.00015082295,0.00004233205,0.000030514164,0.87965876,0.002534266,0.0002299907,0.0010418368,0.10254166],"study_design_scores_gemma":[0.0000013349452,0.00001091675,0.0015853655,0.0000016441403,0.000008027276,0.000005158931,0.0000037793216,0.9978934,0.0003225136,0.000116316805,0.000047821482,0.000003679745],"about_ca_topic_score_codex":0.01235751,"about_ca_topic_score_gemma":0.01837457,"teacher_disagreement_score":0.01235751,"about_ca_system_score_codex":0.00042657877,"about_ca_system_score_gemma":0.00051435124,"threshold_uncertainty_score":0.02457112},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87900645,0.0026216703,0.03572729,0.0001691481,0.000047437738,0.00009497238,0.00053008634,0.00011446552,0.08168851],"genre_scores_gemma":[0.96422046,0.0011410778,0.0056052757,0.000016789512,0.000008641034,0.000024224259,0.00026673192,0.000040214847,0.02867659],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99959403,0.00008203159,0.000007811286,0.00003260848,0.00024926808,0.000034146386],"domain_scores_gemma":[0.9996809,0.00019296049,0.000020271738,0.00001892968,0.00007139723,0.000015623817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047172714,0.00047011473,0.00048096268,0.00048373351,0.00019748983,0.0008387028,0.00045106953,0.00043534496,0.005550944],"category_scores_gemma":[0.00064967683,0.0001571543,0.0005428862,0.00044515837,0.0003364809,0.00053675834,0.00045095972,0.0002739901,0.0006378849],"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":[0.001216584,0.0006318107,0.029743465,0.00064826274,0.000110105546,0.00055734185,0.00026291588,0.396422,0.2042379,0.015299199,0.0025792397,0.34829122],"study_design_scores_gemma":[0.000055061155,0.004877394,0.17185177,0.00015720773,0.00028921023,0.0006030433,0.0011484055,0.44266182,0.3292766,0.026270278,0.022705412,0.000103868246],"about_ca_topic_score_codex":0.002600651,"about_ca_topic_score_gemma":0.007880318,"teacher_disagreement_score":0.005550944,"about_ca_system_score_codex":0.00091791456,"about_ca_system_score_gemma":0.00054307666,"threshold_uncertainty_score":0.018569767},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99911195,0.0000158637,0.0005354042,0.000002884328,0.00000531778,0.000023158897,0.00003223965,0.000013595105,0.0002595045],"genre_scores_gemma":[0.99792516,0.00004416873,0.0012165785,0.0000058809756,0.0000026396938,0.000033057484,0.000045244888,0.000006808642,0.0007204134],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974924,0.000016185017,0.000017044744,0.00006348443,0.00009370149,0.000060364986],"domain_scores_gemma":[0.9996031,0.00006388581,0.000080248225,0.000058532627,0.00007956376,0.00011466101],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030251965,0.00065732404,0.00047559608,0.00038065106,0.00033852377,0.00029700436,0.00064857566,0.0005251019,0.0020760028],"category_scores_gemma":[0.00040738724,0.00021124934,0.00028535683,0.0002509436,0.00047912664,0.0003437218,0.00061863085,0.00051545823,0.00038332288],"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":[0.0013205805,0.0015224915,0.0031241092,0.0002395133,0.000020764977,0.00059567316,0.00028603507,0.011314671,0.9742414,0.0003616381,0.00009106241,0.006881964],"study_design_scores_gemma":[0.0001632664,0.028078176,0.02484269,0.00004965564,0.00008835409,0.00024691128,0.00073969684,0.01722524,0.9261268,0.00033183108,0.0020544245,0.00005298473],"about_ca_topic_score_codex":0.0007456693,"about_ca_topic_score_gemma":0.0015129577,"teacher_disagreement_score":0.0020760028,"about_ca_system_score_codex":0.00019760606,"about_ca_system_score_gemma":0.00033202546,"threshold_uncertainty_score":0.006944895},"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":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03635417,0.00022087208,0.81690675,0.00024496342,0.00016781059,0.0006801841,0.002132559,0.12794754,0.015345079],"genre_scores_gemma":[0.3798483,0.00049806945,0.57678175,0.00033627977,0.00008470439,0.002259967,0.004651499,0.009972629,0.025566794],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99964714,0.0000628027,0.000030837855,0.00007353438,0.00014738615,0.00003820119],"domain_scores_gemma":[0.9990114,0.00041733682,0.0000648448,0.00013103956,0.0002917867,0.00008359605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060546864,0.001390881,0.00052457035,0.0010455332,0.00020798044,0.00068790524,0.001419574,0.00046206109,0.03421988],"category_scores_gemma":[0.0022377092,0.00034638814,0.00061144313,0.00041846305,0.00021500333,0.00079401425,0.0010002346,0.0006903083,0.007627741],"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":[0.0020897826,0.0012198951,0.008349905,0.0018910915,0.00014819528,0.0020162582,0.0013567419,0.042479355,0.16912654,0.013527275,0.08975057,0.6680444],"study_design_scores_gemma":[0.00092619116,0.0009508917,0.0131218545,0.0003773251,0.00017705128,0.0015517841,0.00023173733,0.6308687,0.16329253,0.007542584,0.18071555,0.00024387242],"about_ca_topic_score_codex":0.0006314553,"about_ca_topic_score_gemma":0.0005394665,"teacher_disagreement_score":0.03421988,"about_ca_system_score_codex":0.0001771538,"about_ca_system_score_gemma":0.00056558393,"threshold_uncertainty_score":0.11447692},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996119,0.000016953214,0.00014263048,0.0000030226881,0.0000022121355,0.0000023638963,0.000042978947,0.000012528826,0.0001652636],"genre_scores_gemma":[0.9996,0.000014080325,0.00009137692,0.0000014324559,6.027268e-7,0.0000012593476,0.000046327445,0.0000028916793,0.0002420586],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996909,0.000033246568,0.000021978602,0.000046423873,0.00012552988,0.00008200489],"domain_scores_gemma":[0.9991198,0.00026719423,0.00012797375,0.000056630946,0.0002148451,0.00021362475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026455798,0.00040738104,0.0003450112,0.00052650995,0.00053783075,0.00029045175,0.00039710748,0.00042289248,0.0014923376],"category_scores_gemma":[0.0008837247,0.0002304665,0.00030161368,0.0004436712,0.00055546564,0.00037111432,0.00036883852,0.0002297734,0.00028363717],"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":[0.0030059419,0.00020893646,0.007388473,0.00013135538,0.000029219898,0.00035707318,0.00037600906,0.012526807,0.9691297,0.00008700661,0.00012211506,0.0066373376],"study_design_scores_gemma":[0.000052875137,0.005759207,0.077102065,0.00002202323,0.00007956832,0.00021714499,0.00062889786,0.030713169,0.8848961,0.00008315753,0.00039490376,0.000050976592],"about_ca_topic_score_codex":0.0037932068,"about_ca_topic_score_gemma":0.005972837,"teacher_disagreement_score":0.0037932068,"about_ca_system_score_codex":0.00034592382,"about_ca_system_score_gemma":0.00034681524,"threshold_uncertainty_score":0.0075422525},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95885277,0.0014715494,0.030163338,0.0019060433,0.000064362896,0.00004903261,0.00008657465,0.000121637626,0.0072846767],"genre_scores_gemma":[0.99328953,0.0006193901,0.005233661,0.000045958826,0.000011453135,0.000012468213,0.000028172519,0.000012133384,0.00074720045],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9995733,0.00011973939,0.000019417195,0.000042913845,0.0000834283,0.00016119427],"domain_scores_gemma":[0.9994573,0.00013111207,0.0001143198,0.00006566825,0.0001376154,0.00009392326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066746457,0.00038959307,0.00036385152,0.0004618499,0.0018522737,0.0015067611,0.00078410644,0.0008660383,0.0011724918],"category_scores_gemma":[0.00095549115,0.00031313216,0.0003393149,0.0007998091,0.0012819013,0.0010929519,0.0012989653,0.0005383175,0.00017808765],"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":[0.0002887369,0.00042840463,0.15364824,0.001935319,0.00021723962,0.011832374,0.015088057,0.47493464,0.04534355,0.02351261,0.008076367,0.26469454],"study_design_scores_gemma":[0.00004182689,0.0004962069,0.25727102,0.0004492976,0.00032504826,0.002259598,0.14724533,0.49887767,0.017778344,0.023423335,0.051456057,0.0003762893],"about_ca_topic_score_codex":0.024028597,"about_ca_topic_score_gemma":0.062539525,"teacher_disagreement_score":0.024028597,"about_ca_system_score_codex":0.0010177454,"about_ca_system_score_gemma":0.0017094061,"threshold_uncertainty_score":0.047777474},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98521703,0.0000661191,0.010590292,0.000043221426,0.000016626358,0.000028258448,0.0002671383,0.00013806608,0.0036332265],"genre_scores_gemma":[0.9993326,0.000017994287,0.00030321264,0.000003279151,5.71225e-7,0.000003631656,0.000037943042,0.000006177095,0.00029453443],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998258,0.000022648881,0.000008218448,0.000027406222,0.000056216864,0.000059772272],"domain_scores_gemma":[0.99966216,0.000094188494,0.00004753353,0.000059985236,0.00009820906,0.000037907044],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028860866,0.00036254755,0.00039953098,0.00049041753,0.00028178276,0.00055119686,0.00094834383,0.000711938,0.003037786],"category_scores_gemma":[0.00095718633,0.0002558849,0.00026295838,0.00039002433,0.0005549312,0.0005378508,0.00034919783,0.00033658664,0.00044803153],"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":[0.0011186764,0.00081780675,0.02575133,0.00019714632,0.000034053744,0.0008301682,0.0002166055,0.79934067,0.14388956,0.0028311326,0.0011309469,0.023841802],"study_design_scores_gemma":[0.0000328622,0.0006451191,0.027756333,0.000022171225,0.000024751153,0.00010262082,0.00021475494,0.9356842,0.034206674,0.0008023998,0.00047381883,0.000034337954],"about_ca_topic_score_codex":0.0055457973,"about_ca_topic_score_gemma":0.0078003188,"teacher_disagreement_score":0.0055457973,"about_ca_system_score_codex":0.000525024,"about_ca_system_score_gemma":0.0005610585,"threshold_uncertainty_score":0.011027038},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982486,0.000040785668,0.00073788606,0.000010233786,0.000011977763,0.0000061427227,0.00008981721,0.00008375422,0.0007708427],"genre_scores_gemma":[0.9988205,0.000022351356,0.00037540248,0.0000028119052,0.0000012500336,0.0000028358922,0.00005709731,0.000007274376,0.0007105801],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998325,0.000017438324,0.000008878334,0.00003565583,0.00005319669,0.000052411924],"domain_scores_gemma":[0.99955946,0.000110441244,0.00004058472,0.000057557947,0.00010273748,0.00012916274],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022198012,0.000589672,0.0006248873,0.00029441714,0.0006603908,0.0005574384,0.00093938963,0.00070738245,0.0020561472],"category_scores_gemma":[0.0004531339,0.0002573902,0.0004169263,0.00026633462,0.00036847845,0.0004492351,0.0005394287,0.00031570738,0.00063619943],"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":[0.009526804,0.001347148,0.015192292,0.00049279677,0.000080742204,0.0010171174,0.0005665491,0.17555213,0.7414829,0.00026047378,0.001077103,0.053404085],"study_design_scores_gemma":[0.00035902663,0.01467894,0.1341848,0.00007672624,0.00023976644,0.0006245919,0.0022226356,0.31158158,0.53267086,0.0003235688,0.002887752,0.00014982864],"about_ca_topic_score_codex":0.003627311,"about_ca_topic_score_gemma":0.0055023525,"teacher_disagreement_score":0.003627311,"about_ca_system_score_codex":0.0003301565,"about_ca_system_score_gemma":0.0003365581,"threshold_uncertainty_score":0.0072124004},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99942976,0.000012940791,0.00037358227,0.000003663296,0.0000016425795,0.0000018759026,0.00002060666,0.000019656356,0.00013620775],"genre_scores_gemma":[0.9996613,0.000016514485,0.00014805727,9.651236e-7,2.103113e-7,0.0000018188339,0.000026826294,0.000002091294,0.0001422185],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99991727,0.000007983716,0.0000057148536,0.000019853956,0.000024685447,0.000024545161],"domain_scores_gemma":[0.99989307,0.0000105877325,0.000022520248,0.000019544968,0.00002390665,0.00003035006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014229122,0.00037044575,0.0003398149,0.00026147984,0.0002883281,0.00033153707,0.00045895163,0.0003788865,0.000903446],"category_scores_gemma":[0.00026054488,0.0002074206,0.00028476244,0.00020206391,0.00039650753,0.00037512556,0.00057201204,0.00020999317,0.00019515131],"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":[0.00087462674,0.00043864772,0.040778205,0.00017317131,0.000087932916,0.0013925367,0.00025727076,0.43850222,0.50265396,0.00037324204,0.00023335182,0.014234944],"study_design_scores_gemma":[0.000049729042,0.002165311,0.07673297,0.000023158838,0.00010470107,0.00017713715,0.00061441853,0.7682665,0.15102148,0.00015040203,0.0006343773,0.000059886188],"about_ca_topic_score_codex":0.0066237804,"about_ca_topic_score_gemma":0.009173137,"teacher_disagreement_score":0.0066237804,"about_ca_system_score_codex":0.0003947596,"about_ca_system_score_gemma":0.00036988044,"threshold_uncertainty_score":0.013170421},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34871516,0.00031489937,0.6453788,0.00016829424,0.000025008481,0.00007257787,0.00020893804,0.00045856496,0.0046577123],"genre_scores_gemma":[0.9892608,0.00013240559,0.00902998,0.000014890744,0.0000058566907,0.000044389293,0.000057961173,0.000031160784,0.0014225192],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998977,0.000019603487,0.000005605898,0.000027595459,0.00002721096,0.000022290016],"domain_scores_gemma":[0.99983394,0.0000695559,0.000036905123,0.000013845481,0.000031682528,0.000014008526],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002919039,0.0005504804,0.00035125558,0.00042896793,0.00019584455,0.0005001492,0.00089831033,0.00090131315,0.0008524075],"category_scores_gemma":[0.00061027904,0.0002805323,0.00046267387,0.00020833749,0.0006567367,0.00045012418,0.0004410601,0.00047466758,0.00014575732],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017175604,0.000014308103,0.00049092853,0.000018136781,0.000004843322,0.000057649013,0.000022009599,0.98983216,0.005718242,0.0016777437,0.000045177305,0.0021016684],"study_design_scores_gemma":[0.0000010739831,0.000008342953,0.00014387362,0.0000014698352,0.0000017459517,0.0000047583526,0.000004339634,0.9992455,0.0003320466,0.00020122787,0.000052984356,0.000002665846],"about_ca_topic_score_codex":0.014538251,"about_ca_topic_score_gemma":0.008633548,"teacher_disagreement_score":0.014538251,"about_ca_system_score_codex":0.0006013302,"about_ca_system_score_gemma":0.00075169845,"threshold_uncertainty_score":0.028907299},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9997017,0.000007944721,0.000090596295,0.0000031822055,9.481109e-7,0.0000024721878,0.000021511672,0.0000020525201,0.00016954582],"genre_scores_gemma":[0.9997837,0.000010436269,0.000068348185,5.8498995e-7,3.480797e-7,0.000002061147,0.000019781002,6.9015357e-7,0.00011406382],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9997279,0.00005706722,0.000012409372,0.00003724653,0.00009354235,0.00007179497],"domain_scores_gemma":[0.9993303,0.0003060033,0.00009257359,0.00007135109,0.00013476239,0.00006509832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005933984,0.00036861774,0.00037685013,0.00063678145,0.00043664416,0.0005154821,0.0005644794,0.000650971,0.0010849532],"category_scores_gemma":[0.00096966187,0.00018836897,0.00034364662,0.00047079474,0.00084243686,0.00060741126,0.0002663585,0.0003589109,0.00014036818],"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":[0.004449951,0.006253786,0.077373534,0.00019982248,0.000118657095,0.0007989279,0.00044731848,0.48208,0.39740905,0.002427916,0.000529201,0.027911797],"study_design_scores_gemma":[0.00021725024,0.0083837835,0.23557326,0.00001844886,0.00010625348,0.00023209663,0.0008951567,0.55029047,0.20241863,0.0009944645,0.0007972668,0.000072984345],"about_ca_topic_score_codex":0.0069578,"about_ca_topic_score_gemma":0.008484742,"teacher_disagreement_score":0.0069578,"about_ca_system_score_codex":0.0009350187,"about_ca_system_score_gemma":0.00043413506,"threshold_uncertainty_score":0.013834596},"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":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.519267,0.009297432,0.078453965,0.0010060283,0.000363057,0.000035293735,0.00023023142,0.0005768768,0.39077014],"genre_scores_gemma":[0.95889676,0.0010943682,0.0015197354,0.000037154667,0.000028593624,0.0000056022445,0.000034349738,0.00005996983,0.03832354],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99987674,0.00002682281,0.0000021193482,0.000026072445,0.000037925456,0.00003025172],"domain_scores_gemma":[0.9998301,0.00009508725,0.000011853989,0.000018958288,0.00002441302,0.00001959491],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010698934,0.0003303895,0.00046258725,0.00039461418,0.0003512517,0.0006082452,0.00042782372,0.0005060778,0.015576604],"category_scores_gemma":[0.00050368544,0.00028867857,0.0003034284,0.0004529497,0.00046906792,0.0005303485,0.0006637552,0.00048721067,0.00085285475],"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":[0.00085808965,0.00025597846,0.0028717553,0.0006065517,0.00012672566,0.0015483752,0.00055701094,0.21269922,0.21417221,0.42594585,0.009767571,0.13059065],"study_design_scores_gemma":[0.00023900827,0.0008014391,0.0537774,0.0001917813,0.00038638263,0.0016833644,0.001198511,0.5228503,0.098876245,0.2621796,0.05764846,0.00016751625],"about_ca_topic_score_codex":0.002603646,"about_ca_topic_score_gemma":0.0028088829,"teacher_disagreement_score":0.015576604,"about_ca_system_score_codex":0.00040099543,"about_ca_system_score_gemma":0.00023437256,"threshold_uncertainty_score":0.052108943},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.989377,0.0029358051,0.0061759558,0.00010036183,0.000028170734,0.000020167998,0.000046341538,0.00006389615,0.0012523192],"genre_scores_gemma":[0.994125,0.0010160208,0.003680048,0.000028118611,0.0000059213057,0.000011560177,0.00003482306,0.000008568236,0.0010899774],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999188,0.000012597704,0.000004783268,0.000015010462,0.000028730696,0.000020082158],"domain_scores_gemma":[0.9999186,0.000009194035,0.000028468336,0.0000047551594,0.000019070967,0.00001993169],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015558663,0.00031885685,0.0001447217,0.00042069049,0.00015111642,0.00024745453,0.00018629822,0.00025869094,0.0006657597],"category_scores_gemma":[0.0001325453,0.000103205115,0.00013284457,0.0002027125,0.00018957276,0.00039766566,0.00021171088,0.00017201595,0.00010580826],"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":[0.00003364311,0.000021633472,0.0007826645,0.000102000165,0.000008305537,0.00012653008,0.000018633984,0.00035235105,0.992014,0.00013980674,0.000032127566,0.006368387],"study_design_scores_gemma":[0.000006726096,0.00045954774,0.0068973294,0.00003853816,0.000025513331,0.00034032378,0.00010058953,0.0036859852,0.9826484,0.00011298298,0.0056717386,0.000012377297],"about_ca_topic_score_codex":0.0008241039,"about_ca_topic_score_gemma":0.003223206,"teacher_disagreement_score":0.0008241039,"about_ca_system_score_codex":0.00024961683,"about_ca_system_score_gemma":0.00017079183,"threshold_uncertainty_score":0.0022271872},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.59986866,0.00062340155,0.37320477,0.0003719371,0.00010425251,0.00008307178,0.00041219356,0.00053283066,0.02479888],"genre_scores_gemma":[0.9745618,0.00023558529,0.017133787,0.00002299903,0.0000138117475,0.00005933403,0.000109215485,0.000044348533,0.007819152],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986744,0.000029903787,0.000008678414,0.000025405,0.000040494873,0.00002795768],"domain_scores_gemma":[0.99973613,0.00011503444,0.00005795217,0.000020977597,0.000044458684,0.000025493326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002652427,0.00043000624,0.00045350636,0.00042802602,0.00037011536,0.00086123706,0.0007022825,0.0011838361,0.0014384353],"category_scores_gemma":[0.0007701967,0.00028865735,0.00041049364,0.00045509767,0.001021044,0.0005057727,0.000577475,0.0003483192,0.00019738705],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000860297,0.000009207117,0.00024056876,0.00000877634,0.0000025425409,0.000041584055,0.000018533092,0.99600416,0.0013362961,0.0013943082,0.000042660213,0.00089277],"study_design_scores_gemma":[0.000002648546,0.000007753872,0.0001056893,0.0000029804482,0.0000012189289,0.000010913636,0.00001022988,0.9987587,0.00038393788,0.0004725062,0.00024090782,0.0000026528533],"about_ca_topic_score_codex":0.0076225735,"about_ca_topic_score_gemma":0.0048119123,"teacher_disagreement_score":0.0076225735,"about_ca_system_score_codex":0.0006611607,"about_ca_system_score_gemma":0.00069439184,"threshold_uncertainty_score":0.015156388},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40654212,0.0019790444,0.543136,0.0013307643,0.0002491936,0.00009212543,0.0007904227,0.00070472894,0.045175694],"genre_scores_gemma":[0.96678936,0.0010784238,0.025814444,0.00005958385,0.000038840197,0.000057493035,0.00015825014,0.000095332754,0.005908317],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998975,0.000036960126,0.0000068985014,0.000015021184,0.000030575866,0.000012995325],"domain_scores_gemma":[0.9998418,0.00008074986,0.00003142252,0.000015429763,0.000020933488,0.000009540341],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020744413,0.00041936277,0.0003464058,0.00025547683,0.00023231351,0.00062885147,0.00054656813,0.0008219543,0.0023889893],"category_scores_gemma":[0.0006897847,0.00018290036,0.000374094,0.00030696247,0.0005320036,0.0005270143,0.00048816393,0.00038955576,0.00028969508],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001670201,0.00001844345,0.00087342813,0.00005617652,0.000007070221,0.00016266473,0.00005971524,0.97376233,0.009919154,0.010771192,0.00021212,0.0041410215],"study_design_scores_gemma":[0.0000040166874,0.000012917657,0.00059800915,0.00001744796,0.0000033273286,0.000038504655,0.000027386583,0.9936911,0.0016191575,0.0029665509,0.0010138686,0.000007743239],"about_ca_topic_score_codex":0.0031919656,"about_ca_topic_score_gemma":0.0019257199,"teacher_disagreement_score":0.0031919656,"about_ca_system_score_codex":0.00030943914,"about_ca_system_score_gemma":0.0002829568,"threshold_uncertainty_score":0.00799197},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98728764,0.00010219317,0.0066612363,0.000060122973,0.000023474342,0.000017202785,0.000065052525,0.000058305483,0.0057246913],"genre_scores_gemma":[0.9976229,0.00003902598,0.0018102019,0.000008759381,0.0000025760294,0.0000079402325,0.000022669588,0.000005829332,0.00048004312],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99965644,0.000056962064,0.000021071744,0.000047415542,0.00011354347,0.00010456863],"domain_scores_gemma":[0.99915516,0.00045800218,0.00015695127,0.00006707568,0.00010206802,0.00006064575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033152348,0.00050111266,0.0006257933,0.00053396914,0.00045352173,0.00064368837,0.00048478463,0.0011000292,0.0019546712],"category_scores_gemma":[0.0014271159,0.0002747576,0.0006162361,0.00036769122,0.0007868602,0.00045634614,0.0005931926,0.0003976928,0.00018254005],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005486932,0.00025499647,0.010555169,0.0002420187,0.00006835063,0.0015284512,0.00022392359,0.88870853,0.08514385,0.0020975596,0.00037914875,0.010249316],"study_design_scores_gemma":[0.000056839912,0.0004961475,0.007595032,0.000033062104,0.000071726136,0.00018345489,0.00029631806,0.96921355,0.021171788,0.00039163738,0.00045023995,0.00004024454],"about_ca_topic_score_codex":0.002121293,"about_ca_topic_score_gemma":0.0021898283,"teacher_disagreement_score":0.002121293,"about_ca_system_score_codex":0.0002570013,"about_ca_system_score_gemma":0.00031420783,"threshold_uncertainty_score":0.0065390468},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4870153,0.022885527,0.4407196,0.001568457,0.00030393215,0.00040186383,0.0025111497,0.00053202524,0.044062175],"genre_scores_gemma":[0.9282535,0.008754488,0.053064916,0.00013613622,0.000065269625,0.00016302029,0.001726612,0.00013782544,0.007698261],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.999428,0.00023981086,0.000021975398,0.000045056157,0.00021073651,0.0000544474],"domain_scores_gemma":[0.9989705,0.00051444856,0.00008761653,0.00004541222,0.0003547901,0.000027273263],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000991993,0.00067280023,0.0003371448,0.0010339061,0.0002925818,0.0010532365,0.00036394625,0.000615383,0.004127944],"category_scores_gemma":[0.0019917702,0.000111184345,0.0006181329,0.0012565743,0.00022615885,0.0008631179,0.00042105015,0.00033922173,0.00055669213],"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":[0.0002840702,0.00021532622,0.018200653,0.0023360795,0.00016800742,0.0009246081,0.0004487861,0.53310764,0.0524344,0.023644986,0.0035866473,0.3646488],"study_design_scores_gemma":[0.000039958435,0.0022951518,0.076301426,0.0023060187,0.00048536516,0.0013878249,0.0036142848,0.53258497,0.12081389,0.13455096,0.12533014,0.00029007284],"about_ca_topic_score_codex":0.0026236186,"about_ca_topic_score_gemma":0.0038467404,"teacher_disagreement_score":0.004127944,"about_ca_system_score_codex":0.00055768975,"about_ca_system_score_gemma":0.0006140256,"threshold_uncertainty_score":0.013809383},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957741,0.000047045956,0.0028806683,0.000009490778,0.0000069125745,0.000007361022,0.000056568642,0.000049544073,0.001168241],"genre_scores_gemma":[0.99894947,0.000023529596,0.0007472276,0.000002055156,6.8688666e-7,0.000003033008,0.000022015503,0.000004565733,0.00024737176],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998449,0.000025003961,0.000012472513,0.000024180694,0.000044447672,0.000048949685],"domain_scores_gemma":[0.99929154,0.00036448493,0.0001343992,0.000072143106,0.00007145196,0.00006594238],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032947544,0.00028180936,0.0004186779,0.0004432068,0.0003002105,0.00061631564,0.00031375972,0.0006096055,0.0011796706],"category_scores_gemma":[0.0010647111,0.00017745253,0.00032063466,0.0004183779,0.0006552509,0.00033984566,0.0003894314,0.00019610896,0.00012879583],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025557718,0.00017905676,0.019279579,0.00012777951,0.0000384347,0.0006803118,0.00012662272,0.9307843,0.037876777,0.00046167328,0.00016967683,0.010020123],"study_design_scores_gemma":[0.00001944227,0.0003841762,0.01533702,0.000025338502,0.00003369215,0.0001596907,0.00024970932,0.96588904,0.017262371,0.00023323619,0.0003760619,0.00003022023],"about_ca_topic_score_codex":0.0033672927,"about_ca_topic_score_gemma":0.0030159126,"teacher_disagreement_score":0.0033672927,"about_ca_system_score_codex":0.0002529829,"about_ca_system_score_gemma":0.0003031647,"threshold_uncertainty_score":0.0066953897},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999089,0.0001894795,0.00047374147,0.000005369576,0.0000074124882,0.000005181664,0.00003671585,0.000014424335,0.00017860775],"genre_scores_gemma":[0.9986426,0.00007006654,0.00075642247,0.0000061676697,0.0000015457853,0.000007504275,0.000031783537,0.000006971843,0.0004769439],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997912,0.000013796805,0.0000152122775,0.000051119823,0.00008701433,0.00004165178],"domain_scores_gemma":[0.99960536,0.00006976126,0.00011748969,0.000030606665,0.00013179897,0.000045027813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000224816,0.0002548822,0.00020767232,0.0003510465,0.00017135197,0.000198557,0.0001895762,0.0003401591,0.0011700339],"category_scores_gemma":[0.0003670076,0.00018580754,0.00018920672,0.00016661291,0.00021341168,0.00022161703,0.00017530941,0.00039331714,0.00016323963],"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":[0.00007612634,0.000021787946,0.0013329689,0.00004197402,0.000005145739,0.000049232676,0.00008288409,0.00039863263,0.9964226,0.000019728626,0.000019325998,0.0015296912],"study_design_scores_gemma":[0.000005924125,0.0008143242,0.039272714,0.000020114468,0.000025579178,0.00009128024,0.00025958498,0.003646095,0.95504206,0.000020621557,0.00078865164,0.0000129941745],"about_ca_topic_score_codex":0.0007900903,"about_ca_topic_score_gemma":0.0023880668,"teacher_disagreement_score":0.0011700339,"about_ca_system_score_codex":0.00014785651,"about_ca_system_score_gemma":0.00007991147,"threshold_uncertainty_score":0.0039141774},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969037,0.00061853626,0.00055239705,0.000036088204,0.000024426025,0.000015077095,0.00087404624,0.00002207903,0.00095362676],"genre_scores_gemma":[0.9966517,0.0007327583,0.00085543253,0.000039559574,0.000007635323,0.000030313995,0.0006102588,0.000013413579,0.001059124],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976057,0.000020396656,0.000022223157,0.00006576346,0.000083367966,0.000047626152],"domain_scores_gemma":[0.9997844,0.00004634218,0.00003972682,0.000011702106,0.000086717744,0.00003114752],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002450167,0.00043740112,0.00041257328,0.00038392626,0.00032931622,0.00039334528,0.00023886809,0.0003987065,0.0009955098],"category_scores_gemma":[0.0002827993,0.00017742814,0.00032021586,0.0005600917,0.00024767054,0.00028788947,0.00017153818,0.0004801713,0.00019402176],"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":[0.00029144395,0.000065725246,0.003604245,0.00018959085,0.0000239266,0.00015792625,0.00012896719,0.001294389,0.98930246,0.000060534498,0.000090449896,0.0047903904],"study_design_scores_gemma":[0.000023184677,0.0014090564,0.063871756,0.000060426395,0.00009024162,0.00017561778,0.00073847506,0.005419468,0.9244847,0.00015273574,0.0035080963,0.000066302084],"about_ca_topic_score_codex":0.00878546,"about_ca_topic_score_gemma":0.018614953,"teacher_disagreement_score":0.00878546,"about_ca_system_score_codex":0.00033632602,"about_ca_system_score_gemma":0.00036059244,"threshold_uncertainty_score":0.017468631},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17506845,0.00056456315,0.79402846,0.0005566119,0.00030719102,0.00019623773,0.0009749448,0.001441523,0.026862055],"genre_scores_gemma":[0.9455519,0.00032858062,0.038189482,0.000086011634,0.0000646485,0.00028738874,0.0004992199,0.0000929028,0.0148997605],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999881,0.000019475072,0.000007697543,0.000029332843,0.00003863474,0.000023818704],"domain_scores_gemma":[0.99974436,0.00010014217,0.00003856997,0.000012418563,0.000087517066,0.000017028284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002983735,0.0006449954,0.00077136635,0.00040805596,0.0004198952,0.0007886585,0.0015182232,0.0019550398,0.0031133133],"category_scores_gemma":[0.00087518955,0.00052460557,0.00078924303,0.00031632138,0.0003819007,0.00063133583,0.0004948001,0.0008804355,0.0005801929],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012990177,0.000016251774,0.0003266794,0.000012670927,0.000008138788,0.0000333916,0.000008225306,0.99592185,0.0010541921,0.00074446324,0.00017515096,0.0016859025],"study_design_scores_gemma":[0.0000021685735,0.0000044023877,0.000041234896,7.338621e-7,0.0000011704425,0.000002969456,0.0000011304563,0.99970645,0.00007459358,0.000075008975,0.00008921887,9.265013e-7],"about_ca_topic_score_codex":0.021762267,"about_ca_topic_score_gemma":0.010875006,"teacher_disagreement_score":0.021762267,"about_ca_system_score_codex":0.0008083928,"about_ca_system_score_gemma":0.0011949514,"threshold_uncertainty_score":0.043271184},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99872905,0.000009076146,0.00086392846,0.0000026380762,0.0000016060028,0.000008020509,0.00012844984,0.000051958603,0.0002053304],"genre_scores_gemma":[0.9991999,0.000014594411,0.00039437943,0.0000020760783,3.9645437e-7,0.0000067267115,0.00015529279,0.00000627705,0.00022032314],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997949,0.00002091764,0.000010545801,0.000036970363,0.00009359173,0.000043214368],"domain_scores_gemma":[0.9996289,0.000089281144,0.00005078124,0.000061433646,0.00009406005,0.000075630276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019367042,0.00033362812,0.00027016498,0.0003100336,0.00015154209,0.00020245291,0.00045334361,0.00035654398,0.0011685932],"category_scores_gemma":[0.00041928803,0.0001672901,0.0002301707,0.00021884803,0.00023563697,0.00017429637,0.0002921475,0.00029162297,0.00022248592],"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":[0.0006119749,0.00024546636,0.01710681,0.00004701753,0.000042207015,0.00029738987,0.0002767364,0.03840286,0.9345268,0.000078750134,0.0001816788,0.0081823375],"study_design_scores_gemma":[0.00006202388,0.0048919064,0.12261506,0.000011215709,0.000072112525,0.00022048614,0.0005353778,0.12530631,0.74514043,0.000088559354,0.0010049155,0.000051597035],"about_ca_topic_score_codex":0.0025007844,"about_ca_topic_score_gemma":0.0040715006,"teacher_disagreement_score":0.0025007844,"about_ca_system_score_codex":0.00019675343,"about_ca_system_score_gemma":0.00014715115,"threshold_uncertainty_score":0.004972458},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.489269,0.00034546823,0.0970241,0.0013165694,0.00057809794,0.0014007993,0.0016740945,0.0054630036,0.40292874],"genre_scores_gemma":[0.7099187,0.00031501558,0.062935956,0.00031278748,0.00007780878,0.0003785631,0.0018615216,0.0006666648,0.223533],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994966,0.000040905183,0.000010455744,0.00006568462,0.00026698265,0.00011931199],"domain_scores_gemma":[0.9995797,0.000014183868,0.000022429056,0.00005381908,0.0002159411,0.00011401184],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054347224,0.0004948223,0.00024565318,0.00074275734,0.0012593535,0.0011683027,0.0009363787,0.00068778626,0.030203493],"category_scores_gemma":[0.0006309361,0.00024263782,0.00031515225,0.00041896358,0.000296092,0.0007102273,0.0015472774,0.00077417534,0.006815806],"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":[0.000648296,0.001507981,0.015033014,0.00036526372,0.000048925278,0.0018792873,0.001897829,0.028730124,0.091175474,0.019254765,0.113911666,0.7255474],"study_design_scores_gemma":[0.00038851556,0.004645466,0.06473306,0.0003861213,0.00011907838,0.0022279627,0.004217092,0.07143663,0.050140828,0.005617437,0.79587543,0.00021235466],"about_ca_topic_score_codex":0.022749878,"about_ca_topic_score_gemma":0.10241393,"teacher_disagreement_score":0.9772501,"about_ca_system_score_codex":0.0012482669,"about_ca_system_score_gemma":0.0033216872,"threshold_uncertainty_score":0.10104072},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9924051,0.000025910585,0.00481163,0.000013812205,0.000004708926,0.000027353699,0.00019933544,0.000045352317,0.0024667822],"genre_scores_gemma":[0.9970092,0.000042890475,0.0018699706,0.0000052259115,7.1592973e-7,0.000016152608,0.00009804628,0.000009889819,0.0009479782],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999224,0.000011512563,0.0000033461317,0.000017638871,0.000017691871,0.000027499487],"domain_scores_gemma":[0.999835,0.00006292543,0.000030185185,0.000019901041,0.000035584177,0.000016396867],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016649379,0.0004716698,0.00024005804,0.00025609796,0.00022414116,0.00061556837,0.00055193,0.00055018615,0.0011058673],"category_scores_gemma":[0.00032148926,0.0002718512,0.0003079943,0.0003000906,0.0003774583,0.00029710887,0.00028876663,0.00025970885,0.00017041442],"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":[0.00006030899,0.000063520456,0.0045918613,0.00002573625,0.000010644864,0.00007714167,0.000026227364,0.97268605,0.020684015,0.00025158096,0.0000434495,0.0014794633],"study_design_scores_gemma":[0.000017646847,0.00014058838,0.0048332307,0.000003879934,0.000016974383,0.000015760557,0.00005532827,0.9865892,0.008032272,0.0000988382,0.00018709317,0.000009219374],"about_ca_topic_score_codex":0.057969183,"about_ca_topic_score_gemma":0.07824433,"teacher_disagreement_score":0.9420308,"about_ca_system_score_codex":0.001149219,"about_ca_system_score_gemma":0.0010286297,"threshold_uncertainty_score":0.11526352},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968766,0.00004329649,0.0013724907,0.000008971476,0.0000033728618,0.000045009467,0.0007568609,0.000018050932,0.0008755216],"genre_scores_gemma":[0.99539655,0.0001653692,0.0020255875,0.000020226136,0.0000011719768,0.000060277187,0.0006323086,0.000008380922,0.0016900563],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998099,0.000015691092,0.000012883725,0.000042053252,0.00008741611,0.000032077118],"domain_scores_gemma":[0.9997284,0.00003958882,0.000040983083,0.000019271669,0.00014173314,0.000030044892],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023514143,0.00031460708,0.00021258794,0.00035310164,0.0003515827,0.0003740252,0.00020100761,0.00023492763,0.0011450894],"category_scores_gemma":[0.00019661691,0.0001458171,0.00025956254,0.00041429777,0.00028521838,0.00013209789,0.00021049155,0.00024779665,0.0003970206],"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":[0.000097064236,0.00008282154,0.010548982,0.00005383362,0.000012028435,0.00020037816,0.000121536425,0.0019477158,0.9845871,0.000058421247,0.00007113069,0.0022191182],"study_design_scores_gemma":[0.000019517227,0.002288513,0.1339843,0.00002291497,0.00008091734,0.00029934835,0.0010014682,0.010284474,0.849206,0.0000953221,0.0026735174,0.00004372237],"about_ca_topic_score_codex":0.019784288,"about_ca_topic_score_gemma":0.057745803,"teacher_disagreement_score":0.019784288,"about_ca_system_score_codex":0.000497281,"about_ca_system_score_gemma":0.000565976,"threshold_uncertainty_score":0.03933829},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961189,0.00007525856,0.00015350756,0.000030321291,0.0000045470206,0.00006295025,0.00054966664,0.000024701936,0.0029802306],"genre_scores_gemma":[0.99426264,0.00014973966,0.0006375765,0.00003291565,9.557506e-7,0.000035504978,0.0007307077,0.000009915774,0.0041400525],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.999146,0.00005690453,0.000034676603,0.00015018192,0.0003782399,0.00023399577],"domain_scores_gemma":[0.9982609,0.000090145266,0.000101243015,0.000065761764,0.0012173082,0.00026466884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004792584,0.00053779,0.00040356079,0.00085117057,0.0020532247,0.0008699296,0.0012423706,0.00039779593,0.0019741405],"category_scores_gemma":[0.0007300013,0.0002731588,0.00033417027,0.001552867,0.00082549936,0.00023574619,0.00060172577,0.0003946755,0.0003694077],"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":[0.00216664,0.0016145755,0.48929104,0.000515293,0.0004621319,0.0012530413,0.0029282535,0.03346642,0.32408494,0.0008694711,0.004026604,0.13932161],"study_design_scores_gemma":[0.000047809954,0.0010078863,0.96622825,0.000025484056,0.00008859574,0.00007560887,0.0023040532,0.0056795473,0.019627104,0.00006280629,0.004786676,0.00006618147],"about_ca_topic_score_codex":0.9719616,"about_ca_topic_score_gemma":0.9950029,"teacher_disagreement_score":0.029500822,"about_ca_system_score_codex":0.029500822,"about_ca_system_score_gemma":0.020104863,"threshold_uncertainty_score":0.21404445},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958454,0.000054260916,0.0015641033,0.000028383425,0.0000032462885,0.00013267221,0.00038995536,0.000035905,0.0019462553],"genre_scores_gemma":[0.99376583,0.00016786461,0.003447914,0.000051857667,0.0000012418233,0.000111590445,0.00063422136,0.000009680248,0.001809957],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995894,0.000039693397,0.000022644932,0.00009405077,0.00019193164,0.00006225792],"domain_scores_gemma":[0.9995926,0.000038290873,0.000060151193,0.000042604024,0.00022099254,0.000045301436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045215228,0.00031714514,0.00020033182,0.0005565775,0.0008769451,0.0005617782,0.00061435567,0.0003275459,0.0009288954],"category_scores_gemma":[0.00034079043,0.0002112588,0.00019612616,0.00075816235,0.0005992208,0.00029835274,0.0004227085,0.00032532695,0.00020846228],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036929184,0.0005481752,0.035604,0.0001205404,0.000038493537,0.00039949283,0.00037806827,0.010236828,0.9327746,0.000557235,0.0004147471,0.018558597],"study_design_scores_gemma":[0.00013272255,0.0028247067,0.21967702,0.000049098217,0.000112727415,0.00022593536,0.001988807,0.020395342,0.74566156,0.00055286934,0.008298637,0.00008067291],"about_ca_topic_score_codex":0.22591612,"about_ca_topic_score_gemma":0.5140251,"teacher_disagreement_score":0.77408385,"about_ca_system_score_codex":0.0037017548,"about_ca_system_score_gemma":0.0039259754,"threshold_uncertainty_score":0.4492023},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83479774,0.0002937249,0.0072947736,0.0003182407,0.000118388,0.0003902967,0.0025971055,0.00070239673,0.15348727],"genre_scores_gemma":[0.91985947,0.00015207192,0.008218231,0.000113647926,0.000005587852,0.0001456928,0.0028864853,0.00004964844,0.068569064],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996698,0.000016799555,0.000013894698,0.00007482968,0.00012920804,0.00009552132],"domain_scores_gemma":[0.99975616,0.000006239733,0.000014457442,0.000027088814,0.0001486344,0.000047534508],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025837688,0.00030202226,0.00018863946,0.00034695378,0.0014216554,0.00086344045,0.00085567066,0.0005304428,0.019603241],"category_scores_gemma":[0.00026829526,0.00016652889,0.00017675929,0.00065741804,0.0004123354,0.00054764707,0.0014949392,0.00037311332,0.0022727286],"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":[0.00191072,0.0010649987,0.2743398,0.00086700206,0.00014484141,0.0051159007,0.004888437,0.019353217,0.089659885,0.03412332,0.07500184,0.49352998],"study_design_scores_gemma":[0.0002000093,0.0019247506,0.32973084,0.0002105788,0.000115742594,0.0018593938,0.015877286,0.018117456,0.018218633,0.002519772,0.6110875,0.00013807835],"about_ca_topic_score_codex":0.0774584,"about_ca_topic_score_gemma":0.2904124,"teacher_disagreement_score":0.0774584,"about_ca_system_score_codex":0.0024671578,"about_ca_system_score_gemma":0.004475022,"threshold_uncertainty_score":0.15401506},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79617757,0.0004396429,0.15709588,0.00042319903,0.00008486499,0.000055258097,0.00027322347,0.0003321759,0.045118213],"genre_scores_gemma":[0.99505556,0.00008361692,0.0016890648,0.000012507164,0.00000778924,0.000015707948,0.000037548605,0.000011326684,0.0030867858],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999267,0.00001878645,0.000004167707,0.000009845268,0.000023141027,0.000017401524],"domain_scores_gemma":[0.99985147,0.000042264273,0.0000353631,0.000011206237,0.00004187946,0.000017770972],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013288928,0.0003128096,0.000354335,0.00035876993,0.0004900591,0.0004579166,0.0006202961,0.00086763414,0.0025340866],"category_scores_gemma":[0.0004933378,0.0002721746,0.00034451424,0.00032099464,0.000533686,0.00041936676,0.00045561502,0.0003015924,0.00022278311],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001087989,0.000013312089,0.00041651016,0.000010780593,0.000005042668,0.00005259393,0.000019506131,0.9953543,0.0011994978,0.001828973,0.00008959336,0.0009989992],"study_design_scores_gemma":[0.000001264954,0.0000045818774,0.00013489065,9.248319e-7,0.0000011153156,0.0000045774923,0.000005677029,0.99959964,0.00007124934,0.0001259674,0.000048717142,0.0000014945794],"about_ca_topic_score_codex":0.015852991,"about_ca_topic_score_gemma":0.009779775,"teacher_disagreement_score":0.015852991,"about_ca_system_score_codex":0.0005026083,"about_ca_system_score_gemma":0.00062656635,"threshold_uncertainty_score":0.03152144},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010352718,0.17609338,0.076026335,0.0039054595,0.006854946,0.00039758527,0.0010252661,0.0012736969,0.72407055],"genre_scores_gemma":[0.030009117,0.053438507,0.040267866,0.00066174363,0.00062383286,0.00011074688,0.0005876281,0.00023839474,0.8740622],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997888,0.000034800913,0.000012509407,0.000021925818,0.00013338405,0.000008608625],"domain_scores_gemma":[0.9997738,0.00010125778,0.000016825868,0.000021042548,0.0000751966,0.000011926344],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026559216,0.00066839583,0.00021310913,0.001446956,0.00054478156,0.0008625749,0.0004241495,0.00061925675,0.03389267],"category_scores_gemma":[0.00077993295,0.00020506592,0.00022511971,0.0014383005,0.00040725115,0.0012029427,0.00045164803,0.000701669,0.010645398],"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":[0.000025193334,0.000042286447,0.0002763828,0.00080795964,0.000003702278,0.00022571265,0.00043981202,0.002173515,0.0029215124,0.052479446,0.27120715,0.66939723],"study_design_scores_gemma":[0.0000019856973,0.000023208171,0.00044794302,0.0002349378,0.0000015560861,0.00032293078,0.000088472065,0.0002927104,0.00034877504,0.003709131,0.99452484,0.000003510204],"about_ca_topic_score_codex":0.0035711145,"about_ca_topic_score_gemma":0.017797302,"teacher_disagreement_score":0.03389267,"about_ca_system_score_codex":0.00067068596,"about_ca_system_score_gemma":0.00088156044,"threshold_uncertainty_score":0.11338222},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99452025,0.00013015185,0.0016686794,0.000029301837,0.00000751025,0.0001796231,0.0009440685,0.000044613203,0.0024758938],"genre_scores_gemma":[0.9866441,0.0003752432,0.007029643,0.000080356294,0.000010413361,0.00014080231,0.0017506545,0.000020308207,0.0039483923],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9992198,0.00003978451,0.000028604924,0.00017843753,0.0004229209,0.000110557536],"domain_scores_gemma":[0.99926037,0.000065732056,0.000048567355,0.000031659067,0.00052014436,0.000073385934],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063473824,0.00041652107,0.00029231468,0.000772614,0.0017394645,0.00069191895,0.0008003681,0.0004931528,0.000737606],"category_scores_gemma":[0.00042252682,0.00018381752,0.00025083404,0.0009811331,0.0007772485,0.00022123595,0.00030226394,0.0003194654,0.00031663277],"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":[0.0007116092,0.0014644441,0.060157754,0.00018027026,0.000032247306,0.00068925275,0.0011082604,0.0045705694,0.91264325,0.00029501304,0.0007458909,0.017401382],"study_design_scores_gemma":[0.00019615247,0.006458301,0.48286933,0.000073887546,0.00014633936,0.0005328912,0.0052175894,0.012770061,0.47839656,0.00041837437,0.012798649,0.00012193249],"about_ca_topic_score_codex":0.40397257,"about_ca_topic_score_gemma":0.63077414,"teacher_disagreement_score":0.59602743,"about_ca_system_score_codex":0.003002093,"about_ca_system_score_gemma":0.0032116352,"threshold_uncertainty_score":0.8032424},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47654822,0.0012940888,0.46360648,0.0011504882,0.00024914628,0.0022653951,0.0091100335,0.0007746438,0.045001466],"genre_scores_gemma":[0.94349974,0.0003265575,0.047168348,0.00022365723,0.000014311352,0.0011104495,0.0021905194,0.000072815856,0.0053937184],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99518716,0.0030168456,0.00013104535,0.0004925981,0.00069447065,0.00047778498],"domain_scores_gemma":[0.9894727,0.0079722665,0.0004852042,0.0005688439,0.0013748986,0.0001261697],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.010861003,0.0015930869,0.0011096034,0.0020964444,0.00075387023,0.0021629836,0.001840574,0.001625305,0.008698267],"category_scores_gemma":[0.0118814185,0.0011409379,0.0030542312,0.0014623475,0.00079088495,0.00092179887,0.0014852146,0.002448646,0.0004585591],"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":[0.00009251645,0.000050047536,0.002664817,0.00008633315,0.00011697418,0.00006718774,0.000024711426,0.98643166,0.00049636164,0.004755423,0.0007865414,0.0044274805],"study_design_scores_gemma":[0.000043626576,0.0002446458,0.004632847,0.000048847243,0.000105451705,0.000030863503,0.00013288116,0.9862976,0.0007052902,0.0043120063,0.0034003176,0.000045605255],"about_ca_topic_score_codex":0.07397451,"about_ca_topic_score_gemma":0.054964688,"teacher_disagreement_score":0.9260255,"about_ca_system_score_codex":0.0069685886,"about_ca_system_score_gemma":0.005321039,"threshold_uncertainty_score":0.14708787},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85400206,0.0007389823,0.0018523134,0.0010541459,0.00005562918,0.00027561578,0.00048712187,0.0001831223,0.14135106],"genre_scores_gemma":[0.7945287,0.0010020558,0.007326476,0.00014966205,0.000011538211,0.00007746813,0.00069157773,0.00007676381,0.1961358],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99922097,0.00007344739,0.000009428542,0.00006249172,0.0005165366,0.00011723771],"domain_scores_gemma":[0.99944884,0.00002923707,0.000021534595,0.00002249934,0.00032248936,0.00015528142],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049274357,0.00025841928,0.00014547184,0.00064662343,0.0028932763,0.0010312594,0.00049462,0.00030205914,0.0063095195],"category_scores_gemma":[0.00058723957,0.00018141551,0.000109328495,0.0006538486,0.00054102263,0.0002145471,0.0009042792,0.0004595494,0.0007581497],"study_design_candidate":"not_applicable","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":[0.00052201253,0.0012466997,0.07066481,0.00036459276,0.000041358653,0.0040832763,0.006164687,0.0049648494,0.06102191,0.0047589242,0.045936204,0.8002308],"study_design_scores_gemma":[0.00010090036,0.0017724219,0.46371964,0.0002788197,0.000051736908,0.0015614257,0.010313083,0.00588123,0.030831743,0.00075358,0.4846538,0.00008160437],"about_ca_topic_score_codex":0.5800504,"about_ca_topic_score_gemma":0.9157298,"teacher_disagreement_score":0.4199496,"about_ca_system_score_codex":0.0060955854,"about_ca_system_score_gemma":0.01136173,"threshold_uncertainty_score":0.84484553},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9049768,0.0009522214,0.03455269,0.0003529135,0.00010375163,0.00032183586,0.012599328,0.0018373438,0.04430306],"genre_scores_gemma":[0.96275795,0.0008499505,0.021978417,0.000085501495,0.00003362799,0.00020516259,0.004246775,0.00009352126,0.009749071],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9991235,0.000093097624,0.00004264231,0.00010701889,0.0005218682,0.000111815],"domain_scores_gemma":[0.99818736,0.00017023447,0.0004031812,0.000088507884,0.0010218755,0.00012880916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006122021,0.00036414998,0.00029655703,0.0023647265,0.00049703603,0.0006518575,0.00048516275,0.00050441024,0.0028555049],"category_scores_gemma":[0.0020424128,0.00014749532,0.00014897366,0.001802515,0.0001660266,0.00057272287,0.00059430406,0.00039945598,0.0015032185],"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":[0.00035835782,0.00026842856,0.46862957,0.00047628838,0.00009216345,0.00063074613,0.0012293607,0.004908137,0.058882218,0.0011227519,0.020282686,0.4431192],"study_design_scores_gemma":[0.000053624724,0.00074894173,0.837805,0.00024554852,0.00012577599,0.00092669396,0.0019228079,0.022192968,0.061452355,0.0013904592,0.072976254,0.00015969525],"about_ca_topic_score_codex":0.0090986,"about_ca_topic_score_gemma":0.024343861,"teacher_disagreement_score":0.0090986,"about_ca_system_score_codex":0.00044285716,"about_ca_system_score_gemma":0.00075822877,"threshold_uncertainty_score":0.018091261},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988493,0.000048626236,0.00026887184,0.0000043608834,0.000001385703,0.0000069088255,0.00011144646,0.0000109267485,0.0006981448],"genre_scores_gemma":[0.9993549,0.00003180548,0.00022810929,0.0000053219646,3.3069594e-7,0.0000030503413,0.00007641521,0.0000044340786,0.00029565854],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997199,0.000028872739,0.000017849392,0.000069786765,0.00010365336,0.000059842827],"domain_scores_gemma":[0.9994796,0.00012199042,0.00012219315,0.00005731847,0.0001487545,0.00007015984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035243624,0.00029676492,0.00021205877,0.00092389516,0.0003602787,0.00056163874,0.0002466344,0.00020298657,0.0012518216],"category_scores_gemma":[0.00056652166,0.00016327185,0.00020700628,0.0005407613,0.000507795,0.0002463155,0.0003769055,0.00020664757,0.00014417159],"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":[0.0006041535,0.00008333665,0.052929103,0.00012027206,0.00004973464,0.0002772032,0.00017738296,0.015202647,0.91757625,0.00022268506,0.00008817782,0.012668982],"study_design_scores_gemma":[0.000014022587,0.0009998637,0.28392696,0.000021146936,0.000069746806,0.00018101143,0.00053735054,0.008636219,0.70370585,0.00015081943,0.0017230592,0.000033983386],"about_ca_topic_score_codex":0.011026434,"about_ca_topic_score_gemma":0.03336913,"teacher_disagreement_score":0.011026434,"about_ca_system_score_codex":0.00075833243,"about_ca_system_score_gemma":0.0002863169,"threshold_uncertainty_score":0.021924496},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27496016,0.00039416217,0.69140065,0.00051973463,0.00033675274,0.0005645159,0.00586847,0.007683569,0.018271914],"genre_scores_gemma":[0.51627094,0.0004580056,0.4573704,0.00034455792,0.00013524613,0.001721695,0.0048631784,0.00025210006,0.018583845],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99911207,0.00008880185,0.000037694706,0.00016848577,0.0005052595,0.00008770921],"domain_scores_gemma":[0.99919397,0.00012611614,0.00010145475,0.00021356523,0.00027218595,0.000092690985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006491653,0.0004082178,0.0004305612,0.0011491386,0.00057667826,0.00038944828,0.0008281936,0.00058297085,0.0066379146],"category_scores_gemma":[0.0006513923,0.00028015167,0.00027933926,0.00082306727,0.0004629876,0.0009651437,0.0010725954,0.0008593304,0.0015897199],"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":[0.00011357389,0.00007070077,0.0038326737,0.000073080984,0.000009205897,0.00008040073,0.00007538348,0.00024343721,0.9681511,0.0016392561,0.0021156024,0.023595624],"study_design_scores_gemma":[0.00015197098,0.0013574471,0.04927241,0.000047238882,0.00009487943,0.0019786013,0.00014922203,0.02120333,0.8641954,0.0012112504,0.060173582,0.00016470232],"about_ca_topic_score_codex":0.0016636946,"about_ca_topic_score_gemma":0.004005605,"teacher_disagreement_score":0.0066379146,"about_ca_system_score_codex":0.00034828403,"about_ca_system_score_gemma":0.0006698118,"threshold_uncertainty_score":0.022206008},"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":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8842154,0.0005177956,0.003212821,0.0001563412,0.00005983647,0.0007108485,0.0076693376,0.00053615816,0.10292136],"genre_scores_gemma":[0.9036846,0.00035301672,0.005260872,0.000103901606,0.0000059600925,0.00018546185,0.0056758258,0.00011564254,0.08461475],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99862635,0.00006167383,0.000024766527,0.00017902511,0.00083167275,0.00027651372],"domain_scores_gemma":[0.9986235,0.000043332468,0.000028310518,0.000061974715,0.0010610119,0.00018187331],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043055258,0.0006394403,0.00034802663,0.0010611892,0.0030440628,0.0006165848,0.0012979191,0.00056455657,0.017780965],"category_scores_gemma":[0.00068977755,0.00040285313,0.00030068457,0.0020004087,0.00072787283,0.00035408325,0.00064555416,0.00037184494,0.0023107545],"study_design_candidate":"not_applicable","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":[0.0057571144,0.0021612744,0.15201922,0.0012197433,0.00016368988,0.0025910449,0.005651606,0.024144664,0.5296581,0.010209662,0.06606503,0.20035891],"study_design_scores_gemma":[0.00041597852,0.0054568183,0.43160054,0.00012955653,0.00023501778,0.00066563545,0.005854381,0.0061719674,0.252413,0.00071167987,0.29614028,0.00020519896],"about_ca_topic_score_codex":0.91298604,"about_ca_topic_score_gemma":0.9801313,"teacher_disagreement_score":0.08701396,"about_ca_system_score_codex":0.009119568,"about_ca_system_score_gemma":0.006989063,"threshold_uncertainty_score":0.17505276},"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":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3718992,0.00991276,0.21331377,0.00075039535,0.00019284047,0.00017873137,0.00022782566,0.0025103153,0.40101418],"genre_scores_gemma":[0.7191417,0.0072865924,0.061370585,0.00016977439,0.000075813055,0.00007307256,0.0003054918,0.00027330546,0.21130368],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9999335,0.000009750866,0.0000022048005,0.000011184819,0.000031145777,0.000012331987],"domain_scores_gemma":[0.9999666,0.000009846929,0.000006677275,0.0000046970954,0.000006893789,0.0000052586465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008670024,0.0003328339,0.00014706221,0.00039507603,0.00027222754,0.00061313726,0.00043211898,0.00029366865,0.005263293],"category_scores_gemma":[0.00014864744,0.00011725641,0.00012464207,0.0004886695,0.00037313913,0.0007392337,0.00082008017,0.0002868229,0.0013398762],"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":[0.00009701705,0.00019337582,0.0044079446,0.0010874927,0.000010548555,0.0010213252,0.0039258217,0.018990368,0.22232118,0.08124417,0.0207291,0.6459717],"study_design_scores_gemma":[0.000019771007,0.00023705252,0.014500503,0.00021509921,0.000023417671,0.0017874083,0.0014127694,0.0064928858,0.13444178,0.013586083,0.8272452,0.00003801933],"about_ca_topic_score_codex":0.0016584363,"about_ca_topic_score_gemma":0.011495556,"teacher_disagreement_score":0.005263293,"about_ca_system_score_codex":0.00052722404,"about_ca_system_score_gemma":0.0005178134,"threshold_uncertainty_score":0.01760751},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91198194,0.0062795216,0.03690969,0.0005395916,0.000079840946,0.00008295101,0.00012260147,0.00023979378,0.04376417],"genre_scores_gemma":[0.958567,0.0027872084,0.027023468,0.00007818649,0.000012363186,0.000018631252,0.000068802015,0.000024801862,0.011419455],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997931,0.000029170758,0.0000043454793,0.000027861863,0.00011968808,0.00002587133],"domain_scores_gemma":[0.99990034,0.000016617327,0.0000333538,0.000011062403,0.000030177685,0.000008450809],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025611214,0.00022550233,0.000113455404,0.0005580763,0.00034389488,0.00060649175,0.00033169735,0.00033034384,0.001497684],"category_scores_gemma":[0.00019755538,0.00009209668,0.00019672925,0.00046344442,0.00050074595,0.00029771085,0.0003006304,0.00029775142,0.00038963894],"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":[0.00017104633,0.00019129114,0.0106027825,0.00073640863,0.00002258691,0.00058561994,0.00046793584,0.0100424485,0.645368,0.0066346186,0.0012842135,0.323893],"study_design_scores_gemma":[0.000031729403,0.0023253434,0.106507145,0.00030831379,0.00013974178,0.0029417754,0.002080373,0.021041198,0.75206035,0.0024394433,0.110048644,0.00007590697],"about_ca_topic_score_codex":0.00855336,"about_ca_topic_score_gemma":0.041902937,"teacher_disagreement_score":0.00855336,"about_ca_system_score_codex":0.000904084,"about_ca_system_score_gemma":0.00072859804,"threshold_uncertainty_score":0.017007113},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99684817,0.00007750891,0.002305032,0.000023184075,0.000028077515,0.000011942313,0.00011844028,0.00006395946,0.00052368507],"genre_scores_gemma":[0.99722785,0.000040140603,0.0023405738,0.0000054022994,0.000004256861,0.000011837058,0.000065529646,0.000007544671,0.00029688017],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993013,0.000044597586,0.0000529256,0.000132974,0.00036841183,0.00009980725],"domain_scores_gemma":[0.9980229,0.00061436254,0.0002460739,0.00030437697,0.00065817696,0.00015421545],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076711725,0.00043399562,0.000408952,0.00039780576,0.00055498537,0.00036582028,0.0006621583,0.00069609,0.0017829236],"category_scores_gemma":[0.0013350447,0.00026492577,0.00038430435,0.00049931894,0.0007679207,0.0004854889,0.0003723932,0.00066671503,0.00017176404],"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":[0.000579616,0.00064498745,0.010695904,0.0003332584,0.00002570205,0.0005794286,0.0007581831,0.021633672,0.9484704,0.00059003447,0.0003716424,0.015317269],"study_design_scores_gemma":[0.00006072033,0.0030652315,0.036631897,0.00004538808,0.00006589017,0.00020768063,0.0008649211,0.085281506,0.87161714,0.00024345712,0.0018121736,0.000104038714],"about_ca_topic_score_codex":0.001203619,"about_ca_topic_score_gemma":0.0015066249,"teacher_disagreement_score":0.0017829236,"about_ca_system_score_codex":0.00025858366,"about_ca_system_score_gemma":0.00029822503,"threshold_uncertainty_score":0.005964458},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992993,0.00004665245,0.0003322957,0.0000034394882,0.0000031162751,0.000012263657,0.00008417735,0.0000040541845,0.00021477714],"genre_scores_gemma":[0.9976828,0.00012351912,0.0010354065,0.000009286418,0.0000021976066,0.000027266904,0.000119366785,0.000004973995,0.0009951877],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998223,0.00002093929,0.000014128899,0.00003278967,0.00006867936,0.000041138563],"domain_scores_gemma":[0.9996613,0.00007015247,0.000095805146,0.000024441393,0.00009610814,0.00005218591],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020297378,0.00040634215,0.0002503125,0.0002850928,0.00021416815,0.00017491836,0.00022434513,0.000309139,0.0010313955],"category_scores_gemma":[0.0002030547,0.00019560437,0.00024755887,0.00026514332,0.0002328919,0.00017264594,0.00021195384,0.0004263769,0.0001323878],"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":[0.00019904056,0.000081822596,0.0010981052,0.00004026879,0.000005088464,0.00004682144,0.00006015318,0.0002699555,0.9973431,0.000010644037,0.000006258106,0.000838712],"study_design_scores_gemma":[0.00000832629,0.0036434813,0.019370431,0.000005923072,0.000026032825,0.00006610057,0.00021686502,0.00071889325,0.97550577,0.000021401032,0.0004066904,0.00001006492],"about_ca_topic_score_codex":0.0011638646,"about_ca_topic_score_gemma":0.0029524362,"teacher_disagreement_score":0.0011638646,"about_ca_system_score_codex":0.00015746735,"about_ca_system_score_gemma":0.00018850047,"threshold_uncertainty_score":0.0034503937},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999218,0.000111215944,0.00020611797,0.000004516669,0.000003329227,0.000005709169,0.00008977421,0.000014328422,0.00034702956],"genre_scores_gemma":[0.99855477,0.00007802231,0.0003510184,0.000006759867,0.0000012305703,0.000008197315,0.0001449423,0.0000070734177,0.00084799825],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997857,0.000020245658,0.000021763672,0.000038818816,0.00009012295,0.000043310305],"domain_scores_gemma":[0.9995977,0.00007341975,0.00007483384,0.000028616534,0.0001244761,0.00010089874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020625938,0.0004187709,0.00035686637,0.0004963784,0.00028358607,0.00026671478,0.00023713417,0.00025944997,0.0020273072],"category_scores_gemma":[0.00034122934,0.00023435739,0.00020606712,0.0004179454,0.0003800883,0.00025749672,0.00026502757,0.0003534411,0.00022445958],"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":[0.0002874788,0.000026039339,0.0012543997,0.00004528073,0.000007196184,0.00010240123,0.000093405586,0.0003437935,0.99637634,0.000016487695,0.000010510334,0.0014366102],"study_design_scores_gemma":[0.000009267889,0.0007285787,0.035328604,0.000014973277,0.000023217444,0.00007988296,0.00026093185,0.0014783542,0.96128166,0.000019288123,0.0007565215,0.000018710474],"about_ca_topic_score_codex":0.0051800176,"about_ca_topic_score_gemma":0.016278377,"teacher_disagreement_score":0.0051800176,"about_ca_system_score_codex":0.00029372465,"about_ca_system_score_gemma":0.00027706986,"threshold_uncertainty_score":0.010299742},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992993,0.00004665245,0.0003322957,0.0000034394882,0.0000031162751,0.000012263657,0.00008417735,0.0000040541845,0.00021477714],"genre_scores_gemma":[0.9976828,0.00012351912,0.0010354065,0.000009286418,0.0000021976066,0.000027266904,0.000119366785,0.000004973995,0.0009951877],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998223,0.00002093929,0.000014128899,0.00003278967,0.00006867936,0.000041138563],"domain_scores_gemma":[0.9996613,0.00007015247,0.000095805146,0.000024441393,0.00009610814,0.00005218591],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020297378,0.00040634215,0.0002503125,0.0002850928,0.00021416815,0.00017491836,0.00022434513,0.000309139,0.0010313955],"category_scores_gemma":[0.0002030547,0.00019560437,0.00024755887,0.00026514332,0.0002328919,0.00017264594,0.00021195384,0.0004263769,0.0001323878],"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":[0.00019904056,0.000081822596,0.0010981052,0.00004026879,0.000005088464,0.00004682144,0.00006015318,0.0002699555,0.9973431,0.000010644037,0.000006258106,0.000838712],"study_design_scores_gemma":[0.00000832629,0.0036434813,0.019370431,0.000005923072,0.000026032825,0.00006610057,0.00021686502,0.00071889325,0.97550577,0.000021401032,0.0004066904,0.00001006492],"about_ca_topic_score_codex":0.0011638646,"about_ca_topic_score_gemma":0.0029524362,"teacher_disagreement_score":0.0011638646,"about_ca_system_score_codex":0.00015746735,"about_ca_system_score_gemma":0.00018850047,"threshold_uncertainty_score":0.0034503937},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999218,0.000111215944,0.00020611797,0.000004516669,0.000003329227,0.000005709169,0.00008977421,0.000014328422,0.00034702956],"genre_scores_gemma":[0.99855477,0.00007802231,0.0003510184,0.000006759867,0.0000012305703,0.000008197315,0.0001449423,0.0000070734177,0.00084799825],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997857,0.000020245658,0.000021763672,0.000038818816,0.00009012295,0.000043310305],"domain_scores_gemma":[0.9995977,0.00007341975,0.00007483384,0.000028616534,0.0001244761,0.00010089874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020625938,0.0004187709,0.00035686637,0.0004963784,0.00028358607,0.00026671478,0.00023713417,0.00025944997,0.0020273072],"category_scores_gemma":[0.00034122934,0.00023435739,0.00020606712,0.0004179454,0.0003800883,0.00025749672,0.00026502757,0.0003534411,0.00022445958],"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":[0.0002874788,0.000026039339,0.0012543997,0.00004528073,0.000007196184,0.00010240123,0.000093405586,0.0003437935,0.99637634,0.000016487695,0.000010510334,0.0014366102],"study_design_scores_gemma":[0.000009267889,0.0007285787,0.035328604,0.000014973277,0.000023217444,0.00007988296,0.00026093185,0.0014783542,0.96128166,0.000019288123,0.0007565215,0.000018710474],"about_ca_topic_score_codex":0.0051800176,"about_ca_topic_score_gemma":0.016278377,"teacher_disagreement_score":0.0051800176,"about_ca_system_score_codex":0.00029372465,"about_ca_system_score_gemma":0.00027706986,"threshold_uncertainty_score":0.010299742},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25850126,0.00033984403,0.67925143,0.00022094046,0.000109730354,0.00024682694,0.00066584855,0.00112432,0.05953982],"genre_scores_gemma":[0.7057881,0.00036955927,0.2839665,0.000046055622,0.000012636039,0.0005388873,0.00044000678,0.00032826976,0.008510091],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99925,0.00020457784,0.00004657813,0.000049398095,0.00038976135,0.000059643353],"domain_scores_gemma":[0.99849737,0.00069425313,0.00016527971,0.00021154864,0.00040507282,0.000026470767],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012855082,0.0006221691,0.0004457696,0.0008048022,0.00037623112,0.00086312124,0.0008811934,0.00075507996,0.006859083],"category_scores_gemma":[0.0030893628,0.00029501703,0.00044591754,0.00060944754,0.0003914118,0.00049616006,0.00052738213,0.00042266617,0.0008805409],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015537337,0.00018609349,0.0016078523,0.0002961251,0.000018660594,0.000094419265,0.00022078252,0.87739027,0.018143859,0.023385013,0.0013291064,0.07717242],"study_design_scores_gemma":[0.000039193546,0.00014039698,0.0006467127,0.000050363342,0.000008299232,0.00004333372,0.00011235497,0.9745609,0.016846994,0.002510542,0.005019624,0.000021370523],"about_ca_topic_score_codex":0.0021548755,"about_ca_topic_score_gemma":0.0037790488,"teacher_disagreement_score":0.006859083,"about_ca_system_score_codex":0.000870552,"about_ca_system_score_gemma":0.0011364217,"threshold_uncertainty_score":0.02294594},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99859864,0.00027426868,0.00061927567,0.000010368655,0.000005084774,0.000016791175,0.000034157405,0.000016067283,0.00042530886],"genre_scores_gemma":[0.996977,0.0002861126,0.0020271693,0.00000782076,0.0000022334232,0.000011307827,0.000059244034,0.000005234386,0.0006239239],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997187,0.00004205896,0.000023440725,0.000043555796,0.00012297966,0.000049231174],"domain_scores_gemma":[0.99976236,0.000026808542,0.00009694473,0.00001719378,0.000045827437,0.000050868337],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023752858,0.00048089414,0.0002335528,0.0004780072,0.00019284194,0.00028823302,0.00025687122,0.00022511372,0.00059830426],"category_scores_gemma":[0.00023755032,0.0002147331,0.00032819575,0.00023091058,0.00017797324,0.0002864313,0.00031921972,0.00029153872,0.00017980326],"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":[0.00009754031,0.000034948607,0.000902344,0.00008142247,0.000016323038,0.00010953875,0.00003360465,0.00021255591,0.99615747,0.000024383264,0.000016957129,0.00231306],"study_design_scores_gemma":[0.000006353625,0.001002038,0.009992325,0.000015151094,0.000044133234,0.000148023,0.00010125839,0.00042986148,0.9873784,0.000007746351,0.0008634978,0.000011184402],"about_ca_topic_score_codex":0.001212776,"about_ca_topic_score_gemma":0.0062834765,"teacher_disagreement_score":0.001212776,"about_ca_system_score_codex":0.00024043095,"about_ca_system_score_gemma":0.00021881798,"threshold_uncertainty_score":0.002411425},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9817692,0.000040207466,0.016455578,0.000036357793,0.000007110378,0.000028132632,0.0001723484,0.00009845753,0.0013926504],"genre_scores_gemma":[0.99276626,0.000041580868,0.0052447305,0.000008956068,0.0000014317565,0.00002325745,0.00014128363,0.000014293697,0.0017583057],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998266,0.000019218152,0.000012937475,0.000033076405,0.000083920146,0.000024264638],"domain_scores_gemma":[0.9996718,0.00013279643,0.000055678644,0.000050150193,0.0000695071,0.000020171352],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003547786,0.000301411,0.000322348,0.00047493147,0.00026072355,0.00047727893,0.0007420113,0.0008565223,0.0012098063],"category_scores_gemma":[0.00066485495,0.0002645512,0.0003743234,0.0002743992,0.0007211311,0.00025090267,0.00033869047,0.00028091448,0.00025051544],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017987029,0.000110845955,0.00707187,0.00012611023,0.000026686348,0.00042002398,0.00046175026,0.7811032,0.19561441,0.0006147995,0.00015609736,0.014114339],"study_design_scores_gemma":[0.000008935955,0.00017423976,0.010583804,0.00000996872,0.000011345919,0.00006671052,0.00021552888,0.9654837,0.02282355,0.00013289688,0.0004725459,0.000016858183],"about_ca_topic_score_codex":0.003680486,"about_ca_topic_score_gemma":0.0061284187,"teacher_disagreement_score":0.003680486,"about_ca_system_score_codex":0.00038928326,"about_ca_system_score_gemma":0.00042853047,"threshold_uncertainty_score":0.007318139},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37026834,0.073448226,0.40284127,0.009842114,0.006333524,0.0016796058,0.0016554563,0.0063309697,0.12760057],"genre_scores_gemma":[0.66827416,0.01717755,0.2866714,0.0026421424,0.0023735862,0.00048600955,0.0005759709,0.0003790479,0.021420076],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993436,0.0000753686,0.000073581556,0.00017013593,0.00019262939,0.00014460334],"domain_scores_gemma":[0.9996387,0.000083029336,0.00008810756,0.000083837745,0.000034513258,0.000071766946],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00071164226,0.0007827455,0.0006221964,0.0019385002,0.0010355504,0.0011147632,0.000673461,0.0013659904,0.0047072596],"category_scores_gemma":[0.0015834422,0.00028671682,0.0007029344,0.0014316317,0.001199088,0.0014373071,0.0013293517,0.0020105613,0.0019944268],"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":[0.0011316243,0.0005491163,0.029089853,0.003941782,0.0002022999,0.032195903,0.002145807,0.0017948444,0.09597284,0.0105207795,0.023191825,0.7992633],"study_design_scores_gemma":[0.00031378955,0.00186416,0.050651196,0.0011965375,0.00027903577,0.72847134,0.0006844489,0.0016353542,0.015316721,0.0048315013,0.1946055,0.0001504947],"about_ca_topic_score_codex":0.001450077,"about_ca_topic_score_gemma":0.003907454,"teacher_disagreement_score":0.0047072596,"about_ca_system_score_codex":0.0004020124,"about_ca_system_score_gemma":0.0010889579,"threshold_uncertainty_score":0.015747309},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00077752303,0.00045580394,0.00015118615,0.0012719433,0.0016690951,0.0000460871,0.002159603,0.00036235762,0.9931063],"genre_scores_gemma":[0.000760214,0.00009540846,0.000021796694,0.0000747124,0.00003191717,0.0000044578555,0.00030622096,0.000051836923,0.9986534],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996779,0.00001379336,0.0000053513963,0.000045969366,0.00016419755,0.00009274535],"domain_scores_gemma":[0.9997094,0.000015636517,0.000009918343,0.000022694741,0.00016645549,0.000075857424],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00032577265,0.00057521777,0.00030770668,0.0008399012,0.002464901,0.0027963053,0.00045503536,0.0010153977,0.61002576],"category_scores_gemma":[0.00094993046,0.00032604512,0.00020152767,0.0006647539,0.0003543931,0.0007597057,0.0014780057,0.0012970305,0.3717234],"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":[0.000045797005,0.000007720901,0.0001253542,0.000039193143,0.0000010481218,0.000040220504,0.000049109123,0.000023336364,0.00020494165,0.0015489825,0.9828137,0.015100644],"study_design_scores_gemma":[0.0000029171072,0.000006460884,0.0007045542,0.000028486505,8.522646e-7,0.000009895607,0.000079571124,0.00001304399,0.00009065555,0.00010218129,0.99895895,0.0000024422366],"about_ca_topic_score_codex":0.054834753,"about_ca_topic_score_gemma":0.26965111,"teacher_disagreement_score":0.61002576,"about_ca_system_score_codex":0.0019384007,"about_ca_system_score_gemma":0.0018866388,"threshold_uncertainty_score":0.55625093},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99302423,0.0015304248,0.0025963346,0.00011321574,0.00001853822,0.000023483926,0.00051687536,0.00004863839,0.0021281757],"genre_scores_gemma":[0.9852535,0.001792424,0.0034080083,0.00007050198,0.0000047621816,0.000037420436,0.0006460038,0.000025265588,0.008762006],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996892,0.000023571734,0.000009156247,0.00010172172,0.00011263005,0.000063705134],"domain_scores_gemma":[0.99973625,0.000034896726,0.00004980102,0.000012201041,0.00014193484,0.000024844754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037377316,0.00032595624,0.0004983613,0.00038683982,0.0005696211,0.0009937704,0.00036435484,0.00058156764,0.0015647388],"category_scores_gemma":[0.00041937,0.00023102554,0.00039489113,0.00044052143,0.00031096162,0.0005003399,0.00025812993,0.00058966695,0.00041425097],"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":[0.0001302452,0.000037166068,0.0067421435,0.00024809336,0.000034767956,0.00013075172,0.0002887831,0.0017857322,0.98291194,0.00033730528,0.00016853356,0.007184538],"study_design_scores_gemma":[0.000011583734,0.0005489681,0.08942818,0.00006442865,0.000100972844,0.0002032936,0.0012176926,0.011099601,0.8837855,0.00026279432,0.013204776,0.000072255556],"about_ca_topic_score_codex":0.06302287,"about_ca_topic_score_gemma":0.09891669,"teacher_disagreement_score":0.06302287,"about_ca_system_score_codex":0.0014880118,"about_ca_system_score_gemma":0.0012023258,"threshold_uncertainty_score":0.12531203},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98657227,0.000030604228,0.012722556,0.0000069721355,0.0000030502808,0.0000062655904,0.000018911984,0.000024718578,0.00061467296],"genre_scores_gemma":[0.9964432,0.000028955586,0.0026470984,0.000004398429,9.515436e-7,0.0000065044997,0.000020497057,0.000005784229,0.00084267656],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988556,0.000012356129,0.000002804598,0.000023710978,0.00005709892,0.000018365125],"domain_scores_gemma":[0.99969876,0.00012384639,0.000053207536,0.000018837505,0.000082429484,0.000023011997],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018587116,0.00020580323,0.0001343316,0.00028592465,0.00016135782,0.00022756633,0.00015652842,0.00022767288,0.0012497945],"category_scores_gemma":[0.00039911835,0.0001181666,0.00011354068,0.00013262394,0.00036475417,0.00022065453,0.00020974924,0.00012645323,0.0001633913],"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":[0.000113273294,0.000014144471,0.0025304873,0.000035626643,0.0000031157062,0.00008481423,0.00014535953,0.0030526284,0.9876266,0.00010405629,0.000017412767,0.006272523],"study_design_scores_gemma":[0.000009480942,0.00067009014,0.035123136,0.000012007777,0.000014020144,0.00033014966,0.0008727704,0.045138936,0.91646576,0.0001655935,0.0011672947,0.000030801417],"about_ca_topic_score_codex":0.0007935132,"about_ca_topic_score_gemma":0.0022192935,"teacher_disagreement_score":0.0012497945,"about_ca_system_score_codex":0.00019797117,"about_ca_system_score_gemma":0.00011684823,"threshold_uncertainty_score":0.004180968},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.015169787,0.0003694723,0.94439673,0.0042087017,0.001691299,0.00008139034,0.00012524734,0.00046977235,0.033487517],"genre_scores_gemma":[0.27683374,0.001201278,0.57867324,0.0015909218,0.0018735077,0.0001571755,0.00012977823,0.00035241133,0.13918798],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996687,0.000051656087,0.000014079225,0.00007464791,0.00014522858,0.000045670276],"domain_scores_gemma":[0.9996693,0.00007892822,0.00003534045,0.000087627,0.00009874706,0.00002998587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005020316,0.00061451265,0.000584319,0.0007553505,0.0009994098,0.0010457225,0.001245753,0.0021759174,0.010151928],"category_scores_gemma":[0.0019776234,0.00034546983,0.000897657,0.00043527005,0.0010291209,0.0018407843,0.002898554,0.001990815,0.0016504853],"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":[0.00010684321,0.00013200675,0.0007360724,0.00035435287,0.000087357286,0.00084612006,0.00029415882,0.055259954,0.018262783,0.6680948,0.04065986,0.21516572],"study_design_scores_gemma":[0.00012218306,0.00019881314,0.0009351877,0.00006781729,0.00013984132,0.0019372124,0.0002907586,0.25597203,0.0058536637,0.591005,0.14338656,0.00009097704],"about_ca_topic_score_codex":0.0007812544,"about_ca_topic_score_gemma":0.0014488464,"teacher_disagreement_score":0.010151928,"about_ca_system_score_codex":0.00035244887,"about_ca_system_score_gemma":0.000626307,"threshold_uncertainty_score":0.033961594},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78183186,0.004445771,0.0017770512,0.007883332,0.000042518277,0.00012362903,0.0007002305,0.00003374232,0.20316185],"genre_scores_gemma":[0.99122953,0.0009568432,0.00053254,0.00013580592,0.000007887631,0.000030440993,0.00009998233,0.000008217951,0.0069986857],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9986739,0.00027232803,0.000051191957,0.00015610766,0.0004677345,0.0003786941],"domain_scores_gemma":[0.997514,0.0008991822,0.0005879868,0.00010835967,0.00066277455,0.00022759834],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017802337,0.0002250798,0.0002420643,0.0028678554,0.002788754,0.0072609726,0.0005007562,0.00074190734,0.0062642866],"category_scores_gemma":[0.0033232395,0.00016685869,0.000249373,0.0057414044,0.0031638532,0.002738224,0.0019110278,0.0007994617,0.00022428032],"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":[0.00024739024,0.00010657483,0.35674185,0.0008794629,0.000093077215,0.0007652403,0.14458068,0.001541299,0.0016973414,0.36496004,0.006660378,0.12172667],"study_design_scores_gemma":[0.000016460323,0.000057741974,0.6076951,0.000587337,0.00007158744,0.000179813,0.24106793,0.000975041,0.0007377716,0.0076307706,0.14093646,0.0000439652],"about_ca_topic_score_codex":0.34796518,"about_ca_topic_score_gemma":0.49308705,"teacher_disagreement_score":0.34796518,"about_ca_system_score_codex":0.021690963,"about_ca_system_score_gemma":0.013460088,"threshold_uncertainty_score":0.69187963},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9150287,0.0002836777,0.07944653,0.00013052541,0.000028340693,0.00006846362,0.0005085036,0.00061562867,0.0038895982],"genre_scores_gemma":[0.9732727,0.00014978442,0.025452752,0.000018606435,0.0000034906416,0.00003940857,0.00026251102,0.000018000073,0.00078275567],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990106,0.000013742981,0.0000065575064,0.000015349206,0.000045947847,0.00001744787],"domain_scores_gemma":[0.9997484,0.00012827685,0.000043992048,0.000020005853,0.00003903278,0.00002018248],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024297534,0.0005890097,0.00040035872,0.00057959097,0.00017591474,0.000531686,0.00052000995,0.00060629466,0.0012240711],"category_scores_gemma":[0.00069134455,0.00021507079,0.00035788212,0.000333383,0.00029300916,0.00031762294,0.00042054197,0.00034122216,0.00014616498],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018760291,0.0001482402,0.013929299,0.00017634859,0.000030302623,0.00023615365,0.00009759285,0.9272232,0.029402012,0.00053637766,0.00035001506,0.027682882],"study_design_scores_gemma":[0.00000835155,0.00008077268,0.0028411343,0.000009086295,0.000010658086,0.000030204315,0.00005316738,0.9919288,0.004703088,0.00008446342,0.0002393615,0.000010920204],"about_ca_topic_score_codex":0.0065204846,"about_ca_topic_score_gemma":0.009026432,"teacher_disagreement_score":0.0065204846,"about_ca_system_score_codex":0.0002490731,"about_ca_system_score_gemma":0.00065903965,"threshold_uncertainty_score":0.0129650235},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982753,0.00033868453,0.0002907129,0.00002226272,0.000010985377,0.00000643191,0.00026175234,0.000009906533,0.0007841681],"genre_scores_gemma":[0.99710196,0.00020854069,0.00039200528,0.000014683006,0.0000031359807,0.000010745576,0.0002720869,0.0000072492526,0.0019897146],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978715,0.000018204762,0.00001166893,0.0000402579,0.00009959101,0.00004309345],"domain_scores_gemma":[0.9998118,0.00003312668,0.00006234551,0.000015340536,0.000055745313,0.00002166674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017015886,0.00024889768,0.00013906644,0.00026569652,0.00019767653,0.0001781116,0.00021572078,0.0003725061,0.0034960334],"category_scores_gemma":[0.0002577399,0.0001385419,0.00020313778,0.00029433798,0.00023012485,0.00023070833,0.00011778379,0.00047154818,0.00041691714],"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":[0.00007958952,0.000023773357,0.0007695854,0.00005735199,0.00000788597,0.00006919204,0.00005152686,0.00061119,0.99639314,0.000069293266,0.00005755839,0.0018098656],"study_design_scores_gemma":[0.0000034048974,0.00038655227,0.015133455,0.000014672023,0.000009218165,0.000068619025,0.0001833626,0.002179548,0.98074627,0.000026941289,0.0012347215,0.000013329428],"about_ca_topic_score_codex":0.0011193084,"about_ca_topic_score_gemma":0.0018909142,"teacher_disagreement_score":0.0034960334,"about_ca_system_score_codex":0.00020775748,"about_ca_system_score_gemma":0.00017472266,"threshold_uncertainty_score":0.011695385},"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":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0012398738,0.00548454,0.0009065165,0.0021874243,0.0014150097,0.000055177385,0.0018183117,0.0005180313,0.98637515],"genre_scores_gemma":[0.0030136167,0.002486087,0.0005774994,0.00047362578,0.00008649989,0.000022821643,0.0009400194,0.0002044076,0.9921955],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.99923193,0.000097020056,0.00003487234,0.0002780373,0.00025220445,0.000105927305],"domain_scores_gemma":[0.99927574,0.00015241187,0.00005298096,0.000120651566,0.0002074771,0.0001907159],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047526206,0.0015118906,0.0008370736,0.0015111328,0.0026849103,0.0075199385,0.0015387894,0.0029548344,0.8016599],"category_scores_gemma":[0.0014760976,0.00064074737,0.0006980388,0.0015058574,0.0010395631,0.0031782496,0.0042487727,0.0024063569,0.5205196],"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":[0.00029232187,0.00015184128,0.0011942739,0.00094499986,0.000033103104,0.0011817,0.00076522114,0.000595167,0.0024189735,0.06230518,0.5281313,0.40198603],"study_design_scores_gemma":[0.000009123089,0.000015322466,0.00046804076,0.00019030868,0.0000039814,0.000161483,0.00018889197,0.00006504188,0.00015222908,0.0020620865,0.9966762,0.000007226634],"about_ca_topic_score_codex":0.012048885,"about_ca_topic_score_gemma":0.027721697,"teacher_disagreement_score":0.8016599,"about_ca_system_score_codex":0.0020773208,"about_ca_system_score_gemma":0.0024457984,"threshold_uncertainty_score":0},"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":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012163511,0.0070525208,0.0068113403,0.23743416,0.004372842,0.00030967014,0.0020208212,0.0005274362,0.7293077],"genre_scores_gemma":[0.1886673,0.006861636,0.011467503,0.0756163,0.0005697873,0.00017836012,0.0011840314,0.0005976173,0.7148575],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99588925,0.000470931,0.00009487066,0.00036685815,0.0024522922,0.00072584325],"domain_scores_gemma":[0.994713,0.0008213001,0.0002039872,0.00048263904,0.0028312379,0.00094783236],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025501398,0.00031631475,0.00027318252,0.0012700647,0.01107332,0.01020377,0.0013448879,0.0028385092,0.021722555],"category_scores_gemma":[0.0069504105,0.00019347567,0.00038544304,0.002949466,0.007676154,0.0039910725,0.0027031347,0.004970813,0.001742876],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002202655,0.000040592775,0.0023632122,0.00026619426,0.00001311892,0.00024273788,0.007900155,0.00018084513,0.0008830208,0.38698658,0.5426033,0.05849816],"study_design_scores_gemma":[0.000003559852,0.000004306645,0.0014042974,0.0000750431,0.0000036648066,0.000032522697,0.0027470984,0.000042456893,0.00036238084,0.003609705,0.9916997,0.000015302056],"about_ca_topic_score_codex":0.929675,"about_ca_topic_score_gemma":0.9738486,"teacher_disagreement_score":0.07032502,"about_ca_system_score_codex":0.038195617,"about_ca_system_score_gemma":0.11508618,"threshold_uncertainty_score":0.2771299},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992385,0.00003527879,0.00027726646,0.000002202285,0.000002446912,0.0000037931272,0.0000299301,0.000011230875,0.00039927356],"genre_scores_gemma":[0.99941516,0.000042524054,0.00025222282,0.0000011841404,6.831464e-7,0.0000018789888,0.000030826315,0.0000025152165,0.00025296427],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997601,0.000023695773,0.000017826598,0.000041049396,0.000095474934,0.00006182895],"domain_scores_gemma":[0.99955684,0.000102626465,0.00008425953,0.000049056416,0.00013581025,0.0000713474],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027860785,0.00049410353,0.00031122676,0.00045493784,0.00024659044,0.00044889245,0.00041345877,0.00027003547,0.0012838667],"category_scores_gemma":[0.00072660315,0.00011883555,0.00018447138,0.000378576,0.00024262902,0.00022828717,0.00037137532,0.0001483102,0.00024636672],"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":[0.0019441766,0.00031497492,0.021967035,0.0002948371,0.000060249324,0.0006818343,0.00034465463,0.1063761,0.8208324,0.00030583813,0.00017017756,0.046707768],"study_design_scores_gemma":[0.00007872374,0.009183262,0.07101884,0.000053856507,0.00013864333,0.00036441503,0.0008677994,0.10820186,0.80765754,0.00026192167,0.0021151765,0.000058003752],"about_ca_topic_score_codex":0.0031679631,"about_ca_topic_score_gemma":0.004580789,"teacher_disagreement_score":0.0031679631,"about_ca_system_score_codex":0.000314842,"about_ca_system_score_gemma":0.00027269305,"threshold_uncertainty_score":0.006299019},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9632183,0.00010102259,0.035335172,0.00001041406,0.000020738047,0.000037038244,0.0003046783,0.00015329072,0.00081934774],"genre_scores_gemma":[0.97307205,0.0001311412,0.025435612,0.0000122299725,0.0000051009533,0.000054687083,0.00020754016,0.000023778659,0.0010579667],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99979264,0.000012346759,0.000011809618,0.000051549294,0.0001102889,0.000021432332],"domain_scores_gemma":[0.9995454,0.00011143599,0.00007452398,0.00004066051,0.00019840129,0.00002962598],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036310425,0.00037791487,0.00022300858,0.0013870529,0.0002072579,0.0003055612,0.00026945013,0.00032299492,0.001345695],"category_scores_gemma":[0.0003557549,0.00017627272,0.00025521195,0.00082847336,0.00024728733,0.00043993245,0.0002121419,0.00030710764,0.00022756003],"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":[0.00020190625,0.00017783583,0.025537489,0.00010618698,0.000030402834,0.00011937831,0.00018526457,0.0077611078,0.90942353,0.00027034307,0.0001751599,0.056011472],"study_design_scores_gemma":[0.000020818989,0.001369926,0.19255798,0.000018505847,0.00007278533,0.00024475346,0.000608528,0.113416806,0.68928343,0.0002879954,0.0020207055,0.00009782313],"about_ca_topic_score_codex":0.0023033363,"about_ca_topic_score_gemma":0.007583494,"teacher_disagreement_score":0.0023033363,"about_ca_system_score_codex":0.00027584215,"about_ca_system_score_gemma":0.00029321568,"threshold_uncertainty_score":0.0045799017},"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":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13096729,0.002217853,0.0024337196,0.0034567313,0.0010143424,0.00010178954,0.0010616151,0.0005064266,0.8582403],"genre_scores_gemma":[0.28809756,0.001290868,0.002449574,0.0010370908,0.000040984847,0.000028246242,0.00081544294,0.00010728179,0.706133],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998042,0.000009785459,0.0000033225563,0.000032110718,0.000051584215,0.00009899688],"domain_scores_gemma":[0.9998549,0.0000034029715,0.0000047802178,0.000012176414,0.00005996597,0.00006477847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011178049,0.00026816636,0.00017718521,0.00038034725,0.004040556,0.0016991737,0.00056042575,0.00076907384,0.07196271],"category_scores_gemma":[0.0002492886,0.00015744452,0.00016399239,0.0006338892,0.0006318998,0.0005074731,0.0025171787,0.0008305637,0.009851614],"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":[0.00022046806,0.00016161245,0.02145687,0.0002501628,0.000021924367,0.003945209,0.0046579335,0.0010235235,0.017557992,0.11406823,0.34792376,0.4887123],"study_design_scores_gemma":[0.000009521402,0.000067381545,0.012367931,0.00007619733,0.0000060087964,0.000527362,0.0022631246,0.00018968344,0.0022991712,0.0010999085,0.9810786,0.000014913954],"about_ca_topic_score_codex":0.29171818,"about_ca_topic_score_gemma":0.6739988,"teacher_disagreement_score":0.7082818,"about_ca_system_score_codex":0.004091746,"about_ca_system_score_gemma":0.006717811,"threshold_uncertainty_score":0.5800404},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.058086436,0.0130038615,0.009709761,0.013568269,0.003444714,0.000067883055,0.00021833711,0.000116691364,0.90178394],"genre_scores_gemma":[0.56887853,0.007245875,0.003512327,0.002735771,0.0014123637,0.00014539847,0.00018161017,0.00036312148,0.415525],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990796,0.00041748854,0.00003333685,0.00012870526,0.00023052278,0.00011027996],"domain_scores_gemma":[0.99890125,0.0004928255,0.00008979592,0.00013910914,0.00023151991,0.0001455816],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014130009,0.000535047,0.00028195904,0.001031086,0.006095355,0.0073457775,0.00056414295,0.0014245034,0.011595855],"category_scores_gemma":[0.0029755388,0.00021717533,0.00027350514,0.001174688,0.01040552,0.0051006167,0.0029968682,0.003356159,0.001885768],"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":[0.000071694136,0.000019904717,0.0009153878,0.00019718455,0.000006232409,0.00035540404,0.1582612,0.00007269735,0.0013169623,0.79085,0.023034055,0.024899354],"study_design_scores_gemma":[0.000004369563,0.000033086482,0.0010347576,0.00023881817,0.000006489231,0.00028530232,0.021620298,0.000083473264,0.0009388952,0.016294032,0.9594403,0.000020222582],"about_ca_topic_score_codex":0.0056526563,"about_ca_topic_score_gemma":0.009071067,"teacher_disagreement_score":0.011595855,"about_ca_system_score_codex":0.0029072256,"about_ca_system_score_gemma":0.00237914,"threshold_uncertainty_score":0.038791955},"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":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1700409,0.0022930605,0.043381244,0.01128874,0.0063337195,0.003957186,0.01810889,0.010331751,0.73426455],"genre_scores_gemma":[0.16305956,0.0013206606,0.016056271,0.0009793867,0.00016689865,0.00037541636,0.006577719,0.00029120952,0.8111729],"study_design_codex":"not_applicable","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995433,0.000042567444,0.00001909201,0.0000682614,0.00024369909,0.00008314129],"domain_scores_gemma":[0.998005,0.00009421979,0.000065960565,0.00013079088,0.0015624334,0.00014167662],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00073817425,0.00068819575,0.00024074315,0.00068911456,0.0012582097,0.001232378,0.0010292076,0.000882476,0.11772874],"category_scores_gemma":[0.00090140034,0.00024408523,0.00018103034,0.00047377145,0.00033880287,0.00060918217,0.0008272006,0.0010996338,0.026079154],"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":[0.00038432665,0.00054711726,0.022422887,0.0004269907,0.000033353557,0.0008667859,0.0004612522,0.0022564188,0.06644709,0.0070879157,0.51498705,0.38407874],"study_design_scores_gemma":[0.00014642822,0.00051053666,0.0443838,0.00022944769,0.00004919521,0.0003629737,0.0013476999,0.006150328,0.021846851,0.0009930438,0.92389643,0.000083207575],"about_ca_topic_score_codex":0.14024585,"about_ca_topic_score_gemma":0.40248978,"teacher_disagreement_score":0.14024585,"about_ca_system_score_codex":0.002667216,"about_ca_system_score_gemma":0.010871406,"threshold_uncertainty_score":0.39384186},"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":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.029557355,0.02260658,0.062248275,0.109145276,0.052991018,0.0012022848,0.03796948,0.009292682,0.674987],"genre_scores_gemma":[0.0732003,0.007915362,0.020458603,0.0025422475,0.0034476295,0.00061656046,0.009991134,0.0020790715,0.87974906],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9943884,0.0008731181,0.00023494927,0.0009866004,0.00302436,0.00049260585],"domain_scores_gemma":[0.9867099,0.0018079632,0.000553084,0.0013145269,0.007897974,0.0017165955],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0035511272,0.0020256639,0.0018650078,0.0032291783,0.0015415774,0.0060802503,0.002078636,0.0011401691,0.28955013],"category_scores_gemma":[0.01290201,0.00042739813,0.0007207944,0.0028189726,0.00073439686,0.002670508,0.00381958,0.0024371233,0.119170986],"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":[0.0005866973,0.00017181688,0.0051050624,0.00046347198,0.00004606619,0.00084640866,0.0016543028,0.0016620165,0.0047459826,0.061347477,0.6021984,0.3211723],"study_design_scores_gemma":[0.000023706394,0.000057825302,0.0020811362,0.00013354796,0.000007172628,0.00018236009,0.00028723598,0.0011512538,0.0015077154,0.0033866381,0.9911505,0.000030860403],"about_ca_topic_score_codex":0.0181976,"about_ca_topic_score_gemma":0.008528499,"teacher_disagreement_score":0.7104499,"about_ca_system_score_codex":0.00354872,"about_ca_system_score_gemma":0.0047875773,"threshold_uncertainty_score":0.96864164},"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":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.048029475,0.0013378374,0.021430928,0.0042488575,0.0014780081,0.0011394811,0.09497381,0.0054110843,0.8219505],"genre_scores_gemma":[0.1073198,0.002911696,0.011544868,0.00034966235,0.0001850537,0.000714808,0.10205115,0.00093242986,0.7739905],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.99913424,0.0000686829,0.00003545332,0.00013588766,0.0005623708,0.00006333439],"domain_scores_gemma":[0.99819285,0.00009099749,0.00006878802,0.00031384928,0.001251998,0.00008144898],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00085506466,0.00054925214,0.00038697536,0.0017787201,0.0012693541,0.0019329515,0.001097769,0.0006199039,0.12639031],"category_scores_gemma":[0.0010300766,0.00032223645,0.00031020568,0.0029205715,0.00035865934,0.0012332539,0.000817611,0.0007250782,0.09914147],"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":[0.00037334327,0.0003540568,0.019053066,0.00041442132,0.000029545376,0.00020586625,0.0004379767,0.0027040397,0.014874119,0.0071466314,0.63548917,0.3189179],"study_design_scores_gemma":[0.000030325287,0.00019414171,0.020625424,0.00011647498,0.000017910528,0.00005036784,0.0005733326,0.0025558306,0.009152966,0.00037731882,0.9662675,0.00003839754],"about_ca_topic_score_codex":0.063180886,"about_ca_topic_score_gemma":0.092278525,"teacher_disagreement_score":0.12639031,"about_ca_system_score_codex":0.0027250422,"about_ca_system_score_gemma":0.0033914852,"threshold_uncertainty_score":0.4228177},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99920815,0.00008811212,0.00019527698,0.000006395635,0.0000033810602,0.000008561415,0.00006138325,0.000010234317,0.00041852618],"genre_scores_gemma":[0.9990619,0.00007470219,0.00027810238,0.000005505697,0.0000010577171,0.0000042230436,0.00005505658,0.00000408565,0.0005154422],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977225,0.000038227914,0.000023560184,0.000036890633,0.000091558235,0.000037544654],"domain_scores_gemma":[0.9997223,0.000047608617,0.000097373646,0.000024122959,0.00006988456,0.000038710623],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003259311,0.00044846005,0.00017907117,0.00048614465,0.00019625094,0.0002486114,0.0002707369,0.00031715058,0.0013552932],"category_scores_gemma":[0.00043290725,0.00016424715,0.00026500053,0.00025316796,0.00027589526,0.00029370893,0.00022819969,0.00034877012,0.00015167841],"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":[0.0003685552,0.00008483838,0.0021368272,0.0000712959,0.000016487611,0.00011858814,0.00007473649,0.0023937067,0.9909915,0.000080791695,0.00003316032,0.0036294425],"study_design_scores_gemma":[0.000011248004,0.0009219985,0.008831881,0.0000056031954,0.000022402202,0.00004631409,0.00006731871,0.0019394752,0.98768926,0.000019417928,0.00043618467,0.000008881702],"about_ca_topic_score_codex":0.0039256043,"about_ca_topic_score_gemma":0.011203141,"teacher_disagreement_score":0.0039256043,"about_ca_system_score_codex":0.000446863,"about_ca_system_score_gemma":0.0002694378,"threshold_uncertainty_score":0.0078054667},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9463809,0.0003630745,0.04367119,0.000064006075,0.00004585625,0.00005870431,0.00053911476,0.00089398003,0.007983181],"genre_scores_gemma":[0.98290217,0.00015173276,0.014291862,0.000019328294,0.000013586645,0.00001853767,0.00017221174,0.000022691782,0.0024079161],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99987924,0.00001729869,0.000004195144,0.000024758798,0.000063800544,0.000010757598],"domain_scores_gemma":[0.99971753,0.00013937533,0.000033908178,0.000029861065,0.00006890695,0.000010417382],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016988245,0.0002560333,0.00015161393,0.00067674846,0.0002117884,0.00032155393,0.0003794086,0.00032897858,0.0008398852],"category_scores_gemma":[0.00038913265,0.00015276628,0.00011974555,0.00042001272,0.00017438213,0.00025185922,0.0002141802,0.00014748238,0.0002166056],"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":[0.0008573708,0.00035018974,0.075536124,0.00019945296,0.00008857891,0.0005378096,0.00047396985,0.025838157,0.4344853,0.00070617796,0.0028472913,0.45807958],"study_design_scores_gemma":[0.000070751485,0.0021851182,0.35587153,0.000053267973,0.00017893531,0.0013710258,0.0003438057,0.32411247,0.303448,0.0012488416,0.01101391,0.00010233808],"about_ca_topic_score_codex":0.0018506541,"about_ca_topic_score_gemma":0.0048186374,"teacher_disagreement_score":0.0018506541,"about_ca_system_score_codex":0.00014262974,"about_ca_system_score_gemma":0.00015500173,"threshold_uncertainty_score":0.003679812},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.063844785,0.00026028676,0.9026742,0.00014908404,0.000032331776,0.0002814677,0.00016869607,0.0006865496,0.03190264],"genre_scores_gemma":[0.5532417,0.0011580372,0.41668898,0.00004887688,0.00002275524,0.0005602119,0.0005617672,0.00018138588,0.027536249],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996792,0.000041389314,0.000013135389,0.000053232383,0.00014312982,0.00006990201],"domain_scores_gemma":[0.9998512,0.00003832672,0.00002054587,0.000010757461,0.000048845068,0.000030281717],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036399154,0.0006876896,0.0005216497,0.0006870993,0.00054157083,0.0009020263,0.0010833489,0.0007571075,0.0062771025],"category_scores_gemma":[0.00052198645,0.00067430525,0.00048530035,0.00037181602,0.00047013242,0.0007330739,0.0008533855,0.00041414693,0.0007067574],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003651912,0.000030210374,0.0005669875,0.000078327845,0.0000063632524,0.00013503773,0.00011438522,0.9263704,0.012258393,0.009752354,0.0010437539,0.049607344],"study_design_scores_gemma":[0.0000122441825,0.000120822806,0.00077129697,0.000026103988,0.000012739514,0.000060615617,0.00017074095,0.9799258,0.0047087213,0.0069537316,0.007223569,0.000013614699],"about_ca_topic_score_codex":0.010825672,"about_ca_topic_score_gemma":0.015031039,"teacher_disagreement_score":0.010825672,"about_ca_system_score_codex":0.0010869058,"about_ca_system_score_gemma":0.0022369598,"threshold_uncertainty_score":0.021525323},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8975345,0.0017034409,0.067235135,0.000662271,0.00028889216,0.00012604178,0.0010554416,0.0008650036,0.030529302],"genre_scores_gemma":[0.9610044,0.0006952382,0.027690485,0.00006161669,0.00002704971,0.000057294936,0.0008218568,0.00010536464,0.009536844],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99912804,0.00010450728,0.00007039329,0.00017920526,0.00042313925,0.00009464407],"domain_scores_gemma":[0.9988739,0.00021795902,0.00012544489,0.000052413387,0.0006959301,0.000034439196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010728678,0.0007786772,0.00066835864,0.0012918985,0.0006253279,0.0019687065,0.00059675437,0.0006238082,0.0075448663],"category_scores_gemma":[0.0020118782,0.0002524304,0.0005567478,0.0011692323,0.00047845754,0.0011151938,0.000630652,0.0006384106,0.0012825252],"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":[0.002085732,0.00047088592,0.091156095,0.0015082468,0.0004250839,0.0010476388,0.0060759573,0.017259661,0.1079924,0.008896018,0.012413762,0.7506686],"study_design_scores_gemma":[0.000089605826,0.002544744,0.3840482,0.00088421884,0.0014747707,0.0024898914,0.041041728,0.14070895,0.2723517,0.01360031,0.14028645,0.00047936113],"about_ca_topic_score_codex":0.007098982,"about_ca_topic_score_gemma":0.008896282,"teacher_disagreement_score":0.0075448663,"about_ca_system_score_codex":0.0006907392,"about_ca_system_score_gemma":0.00096522603,"threshold_uncertainty_score":0.025240123},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98883235,0.00016429368,0.0065918625,0.000026641534,0.000020791984,0.000043242817,0.00021315493,0.00007223764,0.004035516],"genre_scores_gemma":[0.99395615,0.00008663867,0.003778688,0.000003935767,0.0000023602568,0.000035769823,0.00010568434,0.00001645797,0.002014344],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995427,0.000033665732,0.000018709197,0.000073202886,0.00027681814,0.000054991277],"domain_scores_gemma":[0.99939287,0.00017210645,0.00008783549,0.00013286412,0.00017980201,0.000034607987],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006955724,0.00042390314,0.00028915398,0.00037680182,0.00052354136,0.00033401672,0.0007706672,0.0005616356,0.0056099617],"category_scores_gemma":[0.00087470136,0.0002999413,0.00021794948,0.00051215466,0.00066279,0.0003176208,0.00038578306,0.00043958685,0.0003861063],"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":[0.00032714655,0.0004310766,0.005180391,0.0002821955,0.000021959424,0.00015965122,0.0005332073,0.064462155,0.9049514,0.002136784,0.00029460338,0.021219315],"study_design_scores_gemma":[0.000053115324,0.0016823831,0.027891347,0.000033499095,0.0000364013,0.00011580804,0.00041358723,0.2129799,0.7517858,0.0004555245,0.004506442,0.000046146248],"about_ca_topic_score_codex":0.0029443086,"about_ca_topic_score_gemma":0.0054488406,"teacher_disagreement_score":0.0056099617,"about_ca_system_score_codex":0.0004219295,"about_ca_system_score_gemma":0.00047178537,"threshold_uncertainty_score":0.018767178},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97416717,0.00032344184,0.01961024,0.00006857495,0.00004058423,0.000062521736,0.00039753818,0.00027792592,0.0050520664],"genre_scores_gemma":[0.9704349,0.0003324571,0.021479579,0.000014121027,0.0000036018937,0.000056505607,0.00041336485,0.0000735447,0.007192057],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999833,0.000013172085,0.0000064103965,0.00002378011,0.000099144294,0.000024440391],"domain_scores_gemma":[0.99986255,0.00004297173,0.000023083427,0.000021686694,0.00003888271,0.00001073519],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032962812,0.00046030307,0.00038506952,0.00041090787,0.00031498764,0.000514644,0.0005495939,0.000611368,0.002578931],"category_scores_gemma":[0.00037259614,0.0002576942,0.00039974376,0.00036603413,0.00035865352,0.00033032842,0.00031563063,0.00024068441,0.00045451822],"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":[0.0005659805,0.00038543073,0.010834708,0.0007293795,0.000059224512,0.00031394462,0.00047345556,0.3495886,0.570907,0.0015356258,0.00086822454,0.06373852],"study_design_scores_gemma":[0.00004639472,0.0018477528,0.027497405,0.0001042216,0.00007769202,0.00013161071,0.0008090874,0.6592254,0.2975149,0.00045960353,0.012214444,0.00007146738],"about_ca_topic_score_codex":0.009876525,"about_ca_topic_score_gemma":0.03736732,"teacher_disagreement_score":0.009876525,"about_ca_system_score_codex":0.00052154256,"about_ca_system_score_gemma":0.0005597536,"threshold_uncertainty_score":0.019638062},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988343,0.00007718841,0.0006092256,0.000007821504,0.0000026913253,0.0000063587527,0.000045533605,0.000015585418,0.0004012657],"genre_scores_gemma":[0.9990257,0.000052811793,0.00040573208,0.000004070133,7.660678e-7,0.0000027801302,0.000047944417,0.0000034202872,0.00045680767],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997974,0.000026161732,0.000012700526,0.000020047957,0.000093817776,0.000049899816],"domain_scores_gemma":[0.99961686,0.000060915776,0.00008103213,0.000025645802,0.0001429208,0.00007264262],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028655393,0.0003699439,0.00018921358,0.0004433782,0.0003061634,0.00026578162,0.00022969738,0.00025820057,0.001381839],"category_scores_gemma":[0.0004141019,0.00014982226,0.00018099876,0.00023478054,0.00031545252,0.00027630143,0.00028233055,0.00020287378,0.00041185142],"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":[0.00021664736,0.00004376274,0.003351899,0.00004608046,0.0000043146906,0.00006133655,0.00005701318,0.0014713466,0.9911608,0.000031575186,0.000034066696,0.0035211332],"study_design_scores_gemma":[0.0000045027073,0.0008333697,0.033631846,0.00000864935,0.000011275233,0.000079651196,0.00021763396,0.0046494557,0.96005714,0.000028442222,0.00046419434,0.0000137001525],"about_ca_topic_score_codex":0.0022096415,"about_ca_topic_score_gemma":0.0053485627,"teacher_disagreement_score":0.0022096415,"about_ca_system_score_codex":0.00032431216,"about_ca_system_score_gemma":0.00020687545,"threshold_uncertainty_score":0.0046227574},"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":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07511582,0.0069417036,0.66869164,0.0005725693,0.0004508645,0.00017379905,0.00029003093,0.0012163431,0.24654733],"genre_scores_gemma":[0.5480769,0.007883303,0.22901273,0.00015446065,0.00018538882,0.0003042237,0.00040055215,0.0004399054,0.21354249],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99993324,0.000010492643,0.0000023672012,0.000009279385,0.000039984752,0.0000046228142],"domain_scores_gemma":[0.9999294,0.000023991892,0.000008820386,0.0000064662654,0.000026373446,0.000004954776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012479097,0.00050394866,0.00020392549,0.00033807723,0.00010301044,0.00035455497,0.0005680042,0.0002514741,0.008624871],"category_scores_gemma":[0.00032449618,0.00028469512,0.0002119581,0.0001852466,0.000147601,0.0002597128,0.000267716,0.00032767645,0.0025139027],"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":[0.000054942953,0.00006457078,0.0010946074,0.00064993487,0.000039821174,0.0005095434,0.00014356057,0.18706279,0.1560986,0.089992724,0.012656744,0.5516321],"study_design_scores_gemma":[0.00005778326,0.0006121914,0.005765682,0.0008890753,0.000098823686,0.0010744324,0.00019840611,0.32155314,0.12024157,0.095005296,0.45442978,0.00007386709],"about_ca_topic_score_codex":0.00024400912,"about_ca_topic_score_gemma":0.0007910467,"teacher_disagreement_score":0.008624871,"about_ca_system_score_codex":0.00018241254,"about_ca_system_score_gemma":0.00024285259,"threshold_uncertainty_score":0.028853118},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9158529,0.0007520495,0.07527667,0.00021706936,0.0001094747,0.00009918665,0.00069554965,0.00081924093,0.006177816],"genre_scores_gemma":[0.9485626,0.00043058535,0.043462902,0.000062159495,0.000012687776,0.00006209254,0.0002725184,0.00012400077,0.0070104883],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995641,0.000034184104,0.000017916853,0.00009187808,0.00026473723,0.000027178516],"domain_scores_gemma":[0.9993837,0.00024461292,0.00010143405,0.000089374065,0.00015592524,0.000025000103],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005799444,0.0005622778,0.0003907372,0.0006938689,0.0004480663,0.0007085094,0.0004778049,0.0008729467,0.004221916],"category_scores_gemma":[0.00090206234,0.00042175798,0.00027569753,0.0005589044,0.0005877124,0.00066838023,0.0005632771,0.00061964104,0.00061732094],"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":[0.0004065558,0.000046861205,0.010771917,0.00052667904,0.000045378612,0.00074327824,0.00082930503,0.005809401,0.9057994,0.00059903285,0.0005487161,0.07387348],"study_design_scores_gemma":[0.00005598854,0.0013464594,0.1222395,0.00018221833,0.00020276208,0.0027256457,0.0022447219,0.038827024,0.7998245,0.001370393,0.030797515,0.00018324913],"about_ca_topic_score_codex":0.001519567,"about_ca_topic_score_gemma":0.004745889,"teacher_disagreement_score":0.004221916,"about_ca_system_score_codex":0.00021977811,"about_ca_system_score_gemma":0.00029694775,"threshold_uncertainty_score":0.014123738},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99902344,0.00033080124,0.00017323681,0.000004316107,0.000008271786,0.0000060533143,0.000055764605,0.000013840354,0.00038432618],"genre_scores_gemma":[0.99839574,0.0002575774,0.0003991031,0.00001231078,0.00000344374,0.000004527376,0.00011135719,0.00001584459,0.00080004253],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997676,0.00002491995,0.000021176533,0.00004526609,0.00007830489,0.00006265],"domain_scores_gemma":[0.9992656,0.00018595226,0.0001638413,0.000047515805,0.00016058209,0.00017656284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035698732,0.0004140591,0.00032722286,0.0002596977,0.00016856514,0.00026546785,0.00021693835,0.00020757214,0.0015572713],"category_scores_gemma":[0.00045655694,0.00021971337,0.00038101486,0.00020858496,0.0001980716,0.00030383308,0.00021168948,0.0007235011,0.00022658447],"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":[0.0007173772,0.00019371546,0.001606483,0.00010464227,0.000021249454,0.0000863058,0.00014394641,0.0007155292,0.99258125,0.000045271125,0.000047543148,0.0037366154],"study_design_scores_gemma":[0.00000805256,0.0013351213,0.009957977,0.000010682835,0.0000343333,0.000041168383,0.00006083091,0.0011554562,0.9870351,0.0000072198377,0.00034526637,0.00000882665],"about_ca_topic_score_codex":0.0014968201,"about_ca_topic_score_gemma":0.002788982,"teacher_disagreement_score":0.0015572713,"about_ca_system_score_codex":0.00018277466,"about_ca_system_score_gemma":0.000204215,"threshold_uncertainty_score":0.005209565},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964097,0.00049357605,0.0011249414,0.000022603272,0.000006891827,0.000014602624,0.00016155101,0.000033986005,0.0017321005],"genre_scores_gemma":[0.98662263,0.0010826073,0.0022293671,0.00003748205,0.000004924919,0.000019103541,0.00036569044,0.000017999475,0.009620111],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999542,0.0000048675224,0.000002478824,0.0000128038055,0.000016102618,0.0000094738725],"domain_scores_gemma":[0.9999813,0.000006333946,0.000003766676,0.0000017864081,0.000004171124,0.0000026476891],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000647315,0.0002577168,0.00019184005,0.00029123732,0.00018364425,0.0004213033,0.00025256933,0.00033320856,0.00046604042],"category_scores_gemma":[0.000071813956,0.00011324237,0.000188567,0.00029720663,0.00019332042,0.00028642884,0.00015619906,0.00020580264,0.00017879577],"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":[0.0001582551,0.000058400976,0.002012583,0.000082063,0.000011751657,0.0003170336,0.00010678391,0.0010964294,0.9866306,0.00009735711,0.00005658031,0.009371979],"study_design_scores_gemma":[0.000016958713,0.0006015386,0.01081693,0.0000154658,0.000028572957,0.00018720624,0.00016887902,0.002466449,0.98293453,0.00016309775,0.0025873801,0.000012892923],"about_ca_topic_score_codex":0.0039345045,"about_ca_topic_score_gemma":0.0049003037,"teacher_disagreement_score":0.0039345045,"about_ca_system_score_codex":0.00032078967,"about_ca_system_score_gemma":0.0002729352,"threshold_uncertainty_score":0.007823229},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9686521,0.00012743889,0.01621364,0.00019093935,0.000054603657,0.000022760067,0.00012086333,0.000105620835,0.014511971],"genre_scores_gemma":[0.9956964,0.000039741968,0.0020843765,0.000017515196,0.0000060654274,0.000010152179,0.000037064296,0.000010639615,0.0020980085],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999039,0.00002610734,0.0000043270898,0.0000131892975,0.00002829836,0.000024255014],"domain_scores_gemma":[0.99974126,0.00011186322,0.000051853567,0.000019009918,0.000043830252,0.000032164848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017082423,0.00035642774,0.0004624905,0.0005031464,0.00048418515,0.0006289671,0.0006395665,0.0013887997,0.0024313314],"category_scores_gemma":[0.00077120063,0.00028443467,0.0003635473,0.00042821807,0.0008969192,0.00026468112,0.0004664875,0.0003223535,0.00017583945],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008633569,0.00005337621,0.0011195404,0.000029157713,0.000022587143,0.00030373072,0.000035708257,0.9853587,0.008782635,0.0023037577,0.00017565614,0.0017288534],"study_design_scores_gemma":[0.000017065586,0.00005665184,0.0012120149,0.00000599295,0.000008838358,0.00002350406,0.000041963824,0.99715483,0.0010368135,0.00029208336,0.00014311587,0.0000072525],"about_ca_topic_score_codex":0.0073853615,"about_ca_topic_score_gemma":0.004777849,"teacher_disagreement_score":0.0073853615,"about_ca_system_score_codex":0.0004559996,"about_ca_system_score_gemma":0.00060541986,"threshold_uncertainty_score":0.014684796},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9849782,0.00019812463,0.008793702,0.0000533409,0.000031816606,0.00011082878,0.00008253938,0.00041024666,0.0053412626],"genre_scores_gemma":[0.98366034,0.0001403662,0.008428525,0.000019736588,0.0000036928627,0.000025527575,0.000094277944,0.000038338247,0.007589294],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998338,0.000017463877,0.0000074224445,0.000020936275,0.00008438647,0.00003598615],"domain_scores_gemma":[0.999871,0.000009561196,0.000022007396,0.000012942565,0.000050507962,0.00003386549],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016818239,0.00033682448,0.00020500923,0.0007238997,0.00039087224,0.00030767414,0.00047211692,0.00017327876,0.002660008],"category_scores_gemma":[0.00028102886,0.00013293097,0.00019860681,0.00031705084,0.00028012495,0.00017309777,0.0005752441,0.00021676281,0.0005199307],"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":[0.00096844544,0.0007920014,0.021993821,0.00037096892,0.00005182639,0.0020217926,0.000737077,0.0106696,0.6449513,0.00070385024,0.0020829577,0.31465644],"study_design_scores_gemma":[0.00024332355,0.016588727,0.12006798,0.00012858055,0.00014981753,0.0030421857,0.002109099,0.027044691,0.78728014,0.00045659472,0.042782117,0.00010674575],"about_ca_topic_score_codex":0.009514807,"about_ca_topic_score_gemma":0.042425666,"teacher_disagreement_score":0.009514807,"about_ca_system_score_codex":0.0004349486,"about_ca_system_score_gemma":0.00061949523,"threshold_uncertainty_score":0.018918872},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5959223,0.007625567,0.35612413,0.00021232935,0.00052518805,0.0005102941,0.00059196004,0.0010857539,0.037402395],"genre_scores_gemma":[0.6913667,0.0025036556,0.24303101,0.00018538152,0.0000514538,0.00037876773,0.0009447968,0.00018961688,0.06134867],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991941,0.000083364605,0.000035661007,0.000100094876,0.0005644129,0.000022484017],"domain_scores_gemma":[0.9990004,0.00035720615,0.00011635315,0.00014814406,0.0003191512,0.000058813945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000537912,0.00049341284,0.00037334106,0.0007332032,0.00016332588,0.0002543377,0.0008404944,0.0006164455,0.0040126154],"category_scores_gemma":[0.00081269606,0.00032673904,0.00025628044,0.00041266927,0.0003231452,0.0006644476,0.00048259756,0.0005010446,0.0018971981],"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":[0.00012290743,0.00014340067,0.0018539319,0.0002379648,0.0000184969,0.00020598872,0.000086538465,0.00060742977,0.9183256,0.0006043214,0.0006205182,0.07717276],"study_design_scores_gemma":[0.000031669028,0.0024230527,0.030496353,0.00010055819,0.000048543454,0.001864706,0.0001444708,0.0052723484,0.93935126,0.0011290357,0.019090896,0.000047025616],"about_ca_topic_score_codex":0.0001274585,"about_ca_topic_score_gemma":0.0006570691,"teacher_disagreement_score":0.0040126154,"about_ca_system_score_codex":0.000101784135,"about_ca_system_score_gemma":0.00018286251,"threshold_uncertainty_score":0.013423562},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9871192,0.000056766134,0.00019723533,0.000111473135,0.000010507119,0.000045199376,0.00047798187,0.000023568691,0.01195808],"genre_scores_gemma":[0.98369664,0.00006534459,0.0003461096,0.000012684914,0.0000015087537,0.00001158308,0.00017722501,0.0000053541507,0.015683524],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997993,0.000009287916,0.0000047174026,0.000022904087,0.00008323924,0.00008060371],"domain_scores_gemma":[0.9997385,0.000016907257,0.000019055682,0.000014496354,0.0001133922,0.00009766716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014047262,0.00015292676,0.00021707782,0.00048125733,0.0038191427,0.0008892019,0.00065842347,0.00030776067,0.004793809],"category_scores_gemma":[0.00035637984,0.00020423741,0.00021871077,0.0007522101,0.001087775,0.00022417791,0.00071730616,0.00025961327,0.0005098007],"study_design_candidate":"bench_or_experimental","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":[0.0057521043,0.001141115,0.5950176,0.000768716,0.00023226487,0.0096969055,0.018644879,0.039344136,0.13102196,0.008862912,0.022903578,0.16661382],"study_design_scores_gemma":[0.00009193311,0.0005858911,0.9502451,0.000066660454,0.000047334797,0.00028648291,0.014001418,0.0058812276,0.006678231,0.00045174785,0.02161742,0.00004654977],"about_ca_topic_score_codex":0.9281296,"about_ca_topic_score_gemma":0.9916603,"teacher_disagreement_score":0.07187039,"about_ca_system_score_codex":0.010254025,"about_ca_system_score_gemma":0.013910409,"threshold_uncertainty_score":0.14458722},"labels":[],"label_agreement":null}]}