{"meta":{"query_hash":"30092b490f55","filters":{"venue":"International Journal of Geotechnical Engineering"},"cohort_total":30,"direct_labels_cover":0,"predictions_cover":30,"exported":30,"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/30092b490f55","api":"https://metacan.xera.ac/api/v1/cohort?venue=International+Journal+of+Geotechnical+Engineering"},"results":[{"id":"W1855476106","doi":"10.1179/1939787915y.0000000022","title":"Thermally induced pore pressure response in peat beneath a railway embankment","year":2015,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","cited_by":7,"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 Alberta; Canadian Natural Resources","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Peat; Pore water pressure; Levee; Subgrade; Geotechnical engineering; Geology; Settlement (finance); Liquefaction; Environmental science","score_opus":0.03608797377415003,"score_gpt":0.2583429562065836,"score_spread":0.22225498243243358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1855476106","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9997981,0.000013229244,0.00010916792,0.0000017155568,5.7888695e-7,0.0000016269648,0.000019749375,0.000003865625,0.00005197331],"genre_scores_gemma":[0.99967825,0.000019149957,0.0001752981,0.0000017187702,7.5158226e-7,0.000003211496,0.00003244548,0.0000018952418,0.00008734852],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998858,0.000012319246,0.0000070092874,0.000028670653,0.000042894444,0.000023298673],"domain_scores_gemma":[0.9997918,0.00004564093,0.000057765188,0.000012034988,0.00005682999,0.00003592922],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014603013,0.00020200478,0.00025820427,0.000295001,0.00032162876,0.00034167006,0.0001823155,0.00021836237,0.0006772094],"category_scores_gemma":[0.00035803535,0.00015171805,0.0001690398,0.00016042356,0.00030819818,0.0002580561,0.00028099562,0.00023976,0.00010631891],"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":[0.00047121075,0.000058398065,0.06178004,0.000067618814,0.000020794629,0.00044890193,0.0005401296,0.00082768744,0.93161935,0.000024676105,0.000021493059,0.004119668],"study_design_scores_gemma":[0.000007827734,0.00082563143,0.81988263,0.000011804657,0.00003347769,0.00042232338,0.0010503837,0.0033859604,0.17398004,0.000036234072,0.00034098545,0.00002262513],"about_ca_topic_score_codex":0.0033481172,"about_ca_topic_score_gemma":0.005556711,"teacher_disagreement_score":0.0033481172,"about_ca_system_score_codex":0.00019463657,"about_ca_system_score_gemma":0.00020434435,"threshold_uncertainty_score":0.006657243},"labels":[],"label_agreement":null},{"id":"W2002479218","doi":"10.3328/ijge.2009.03.02.303-311","title":"Environmental influences on the engineering behavior of unsaturated undisturbed subgrade soils: effect of soil suctions on resilient modulus","year":2009,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":26,"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":"Oklahoma Department of Transportation","keywords":"Geotechnical engineering; Subgrade; Suction; Soil water; Modulus; Soil test; Soil science; Environmental science; Geology; Materials science; Engineering; Composite material","score_opus":0.004954685376928043,"score_gpt":0.21244391714089547,"score_spread":0.20748923176396744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002479218","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99949586,0.000023181583,0.00017976943,0.0000021522048,5.54627e-7,0.0000030280871,0.00008851283,0.0000053746994,0.00020142268],"genre_scores_gemma":[0.9995939,0.000023631426,0.00015742186,0.0000024841959,3.8356086e-7,0.0000024082362,0.00007146868,0.0000020083244,0.0001463194],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998343,0.00001523862,0.000012984644,0.00003394919,0.00007278708,0.00003067098],"domain_scores_gemma":[0.9995889,0.0000989986,0.00012107603,0.000029764595,0.00012552294,0.00003577117],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024890434,0.00030836836,0.00019862574,0.00037318427,0.00028124973,0.00036569618,0.0002243229,0.00017131408,0.00095435476],"category_scores_gemma":[0.00045736475,0.00013898914,0.00018011831,0.0004321064,0.00029047832,0.0002473293,0.00025027955,0.00018787174,0.00017893514],"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":[0.0006099077,0.00016940208,0.51797193,0.00016107815,0.00009028482,0.0005741165,0.00050850515,0.01024799,0.45295358,0.00007086131,0.00011030629,0.016532017],"study_design_scores_gemma":[0.0000026197563,0.00033824568,0.9476123,0.000007505024,0.000027047565,0.000103283426,0.00050092384,0.0033752064,0.047662716,0.000034857774,0.000322444,0.000012936563],"about_ca_topic_score_codex":0.013651172,"about_ca_topic_score_gemma":0.043282494,"teacher_disagreement_score":0.013651172,"about_ca_system_score_codex":0.00056470913,"about_ca_system_score_gemma":0.0005187318,"threshold_uncertainty_score":0.027143419},"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":"W2036280346","doi":"10.1179/1938636212z.0000000005","title":"Assessment of slurry consolidation using index properties","year":2013,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Soil and Unsaturated Flow","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":"University of Regina; Cameco (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Consolidation (business); Hydraulic conductivity; Tailings; Atterberg limits; Dewatering; Geotechnical engineering; Compressibility; Void ratio; Slurry; Materials science; Soil water; Geology; Water content; Soil science; Composite material; Metallurgy; Thermodynamics; Accounting","score_opus":0.013325282148564328,"score_gpt":0.23994324144650442,"score_spread":0.2266179592979401,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036280346","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9712504,0.0008045626,0.02513865,0.00001763084,0.000011277444,0.00009191597,0.00050843327,0.00022694466,0.001950211],"genre_scores_gemma":[0.99283123,0.0002713091,0.0057905135,0.000012170587,0.000004466621,0.00004363533,0.00050468993,0.000018325007,0.00052357774],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999278,0.0000561134,0.00008880932,0.0001295576,0.00040299405,0.00004452082],"domain_scores_gemma":[0.9988783,0.00036641883,0.000279265,0.00007336019,0.00035502642,0.00004757922],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009064318,0.00043376358,0.0005312645,0.0017026959,0.00018500106,0.00081721606,0.00038531114,0.000370833,0.00082828035],"category_scores_gemma":[0.002327974,0.00020814569,0.00036886873,0.0017254887,0.00028817452,0.00076189043,0.0005754642,0.00040152867,0.00033253102],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040047767,0.00017079046,0.1487161,0.00038333,0.000115334034,0.00015768985,0.0003222217,0.0067919665,0.7706049,0.00044499215,0.0002023664,0.07168991],"study_design_scores_gemma":[0.000015791864,0.0012546874,0.25069794,0.00004534369,0.00014590922,0.00036346773,0.00035841623,0.077216074,0.6667852,0.00037638788,0.00267323,0.00006753014],"about_ca_topic_score_codex":0.0012907296,"about_ca_topic_score_gemma":0.0018562053,"teacher_disagreement_score":0.0017026959,"about_ca_system_score_codex":0.00041759256,"about_ca_system_score_gemma":0.00027094348,"threshold_uncertainty_score":0.004793763},"labels":[],"label_agreement":null},{"id":"W2061795430","doi":"10.1179/1939787914y.0000000082","title":"Bearing capacity of shallow foundations in saturated and unsaturated sands from SPT–CPT correlations","year":2014,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":10,"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; Ministère de l'Education Nationale, de l'Enseignement Superieur et de la Recherche; Ministry of Higher Education and Scientific Research","keywords":"Bearing capacity; Geotechnical engineering; Suction; Soil water; Penetration test; Geology; Shallow foundation; Environmental science; Soil science; Engineering","score_opus":0.008577654450684383,"score_gpt":0.20309597082723288,"score_spread":0.19451831637654848,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2061795430","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933436,0.000057137375,0.0033923988,0.000008086148,0.0000026917924,0.000015013212,0.0007162065,0.00006522748,0.0023996662],"genre_scores_gemma":[0.9988642,0.000038811082,0.0005618214,0.000002332848,6.280146e-7,0.0000038122505,0.00031486287,0.0000042878146,0.00020915423],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99959713,0.00002164982,0.000026863125,0.00007509145,0.00021341091,0.00006590859],"domain_scores_gemma":[0.9986265,0.00026908118,0.0002829804,0.00007661715,0.0006748668,0.00006997032],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038275518,0.00032727807,0.00025782912,0.0022634915,0.0002936325,0.000546553,0.0005102458,0.00020692774,0.0016244961],"category_scores_gemma":[0.0029966375,0.00021381414,0.00019785983,0.0023089412,0.00049850025,0.0005216457,0.0004771224,0.00022210187,0.00049365626],"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":[0.00035603705,0.00007847638,0.7446212,0.00034205333,0.00011897716,0.0012281275,0.0006458934,0.07282407,0.11545421,0.0009991179,0.000943547,0.06238822],"study_design_scores_gemma":[0.000009120085,0.000092311064,0.90725446,0.00003229496,0.00005290882,0.00034371365,0.00074029405,0.06355645,0.026585538,0.00033974164,0.0009442137,0.00004897977],"about_ca_topic_score_codex":0.13841385,"about_ca_topic_score_gemma":0.3062519,"teacher_disagreement_score":0.13841385,"about_ca_system_score_codex":0.001041645,"about_ca_system_score_gemma":0.001077713,"threshold_uncertainty_score":0.2752164},"labels":[],"label_agreement":null},{"id":"W2077651904","doi":"10.3328/ijge.2012.06.02.185-191","title":"Stability evaluation of slope with soft cliff","year":2012,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","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":"Cliff; Slumping; Erosion; Geotechnical engineering; Geology; Landslide; Slope stability; Coastal erosion; Rockfall; Geomorphology","score_opus":0.017327419322118655,"score_gpt":0.234313863182068,"score_spread":0.21698644385994936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077651904","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99181443,0.000047961777,0.007151575,0.000007873837,0.000004866429,0.0000155744,0.00011214573,0.00006345674,0.0007820602],"genre_scores_gemma":[0.9991567,0.000012399834,0.00058492966,0.0000014105638,9.771567e-7,0.0000032582882,0.0000771022,0.0000036203255,0.00015964877],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980086,0.000021442935,0.0000135989285,0.00004189244,0.000094748,0.000027455819],"domain_scores_gemma":[0.9991037,0.00012358738,0.00017717549,0.00009083867,0.00043306858,0.00007150349],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036933902,0.00036864288,0.00023593708,0.0015411135,0.00032256503,0.000378615,0.00026710794,0.00031628308,0.0011326424],"category_scores_gemma":[0.0013677777,0.00012552661,0.0003415911,0.0006002505,0.00021515979,0.00027252306,0.00028154376,0.00018828386,0.00026305995],"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":[0.0012327138,0.00016866661,0.4076926,0.00025254572,0.00014931471,0.0012696775,0.0009896428,0.12972915,0.33660108,0.0008225361,0.0009182215,0.12017383],"study_design_scores_gemma":[0.00003141252,0.0010718511,0.37858638,0.000033415567,0.000073704454,0.0007671905,0.00071194104,0.5516752,0.06524425,0.0005527682,0.0011749223,0.000076969234],"about_ca_topic_score_codex":0.0036115444,"about_ca_topic_score_gemma":0.00317692,"teacher_disagreement_score":0.0036115444,"about_ca_system_score_codex":0.00028433546,"about_ca_system_score_gemma":0.00015496685,"threshold_uncertainty_score":0.0071810484},"labels":[],"label_agreement":null},{"id":"W2323541895","doi":"10.1080/19386362.2015.1132123","title":"A numerical analysis of the stress distribution in backfilled stopes considering nonplanar interfaces between the backfill and rock walls","year":2016,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Tailings Management and Properties","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":"Polytechnique Montréal","funders":"","keywords":"Planar; Stress (linguistics); Geotechnical engineering; Computer simulation; Interface (matter); Numerical analysis; Geology; Shear stress; Numerical models; Shear (geology); Surface finish; Numerical modeling; Structural engineering; Engineering; Materials science; Composite material; Computer science; Capillary action","score_opus":0.008332203687414561,"score_gpt":0.20871643526888173,"score_spread":0.20038423158146718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323541895","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97415495,0.00009401524,0.024038447,0.00003631939,0.000008550806,0.000008476329,0.00007388227,0.000120076926,0.0014652497],"genre_scores_gemma":[0.9935999,0.000045702334,0.0058296015,0.0000048235274,0.000002195248,0.000009974871,0.000062323445,0.000008772513,0.00043668633],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986124,0.00001376586,0.000009419049,0.000029018054,0.000060705566,0.000025892125],"domain_scores_gemma":[0.999684,0.00011019407,0.000066911474,0.000038226543,0.000075292606,0.00002541953],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000227659,0.00034637575,0.00037386443,0.00049729855,0.0002630228,0.000598541,0.0003782443,0.0006560748,0.00096450985],"category_scores_gemma":[0.0005588455,0.00023374459,0.00039465897,0.0003872352,0.0007306973,0.00037632298,0.00026849614,0.00022586921,0.00012971231],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027421635,0.00010611908,0.01788599,0.00018542548,0.000049014125,0.0009977436,0.00058716745,0.7212373,0.23420635,0.0023504635,0.00025807024,0.021862103],"study_design_scores_gemma":[0.000012616131,0.00012572369,0.00781115,0.000014110733,0.000011143256,0.00011019448,0.00019040788,0.9781051,0.012841764,0.00037858394,0.00037486872,0.000024329549],"about_ca_topic_score_codex":0.001788078,"about_ca_topic_score_gemma":0.0014566927,"teacher_disagreement_score":0.001788078,"about_ca_system_score_codex":0.00022761253,"about_ca_system_score_gemma":0.00033739625,"threshold_uncertainty_score":0.0035553575},"labels":[],"label_agreement":null},{"id":"W2334507662","doi":"10.1080/19386362.2016.1147193","title":"Comparison of different methods for normal stress calculation during pipe jacking/microtunneling","year":2016,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Underground Structures","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":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; University of Alberta","keywords":"Jacking; Stress (linguistics); Parametric statistics; Structural engineering; Geotechnical engineering; Geology; Engineering; Mechanics; Mathematics; Statistics; Physics","score_opus":0.012784277411796052,"score_gpt":0.31154825722501606,"score_spread":0.29876397981322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2334507662","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":[0.46255666,0.0018608017,0.5259358,0.00016342082,0.00021484806,0.00024243786,0.0005747453,0.0029104073,0.0055408617],"genre_scores_gemma":[0.8915031,0.001168529,0.10521632,0.00002197464,0.000024592387,0.00019129564,0.0003640804,0.00022889042,0.0012812972],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9967629,0.00044978887,0.00022040539,0.00036389512,0.0021055383,0.00009740311],"domain_scores_gemma":[0.99543697,0.0014940391,0.0005017385,0.0006922668,0.0017888981,0.00008610943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021540371,0.0011524502,0.000806459,0.0023465813,0.00045590114,0.00080290984,0.0017109278,0.00074269756,0.001437498],"category_scores_gemma":[0.0049578585,0.0006981259,0.00083517184,0.0016298456,0.0004293347,0.0012350118,0.0006080382,0.00060742424,0.00046910864],"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":[0.0013894689,0.000617871,0.050320808,0.002318578,0.00025630405,0.0003423048,0.0017281784,0.13040285,0.19812478,0.0026818418,0.002550047,0.609267],"study_design_scores_gemma":[0.00008702824,0.0017122509,0.05243814,0.00023061472,0.00022990216,0.00063898566,0.0010545488,0.6362704,0.298871,0.0013449658,0.0067099724,0.00041211562],"about_ca_topic_score_codex":0.0021403346,"about_ca_topic_score_gemma":0.0047117835,"teacher_disagreement_score":0.0023465813,"about_ca_system_score_codex":0.00051962724,"about_ca_system_score_gemma":0.00062278495,"threshold_uncertainty_score":0.011391759},"labels":[],"label_agreement":null},{"id":"W2466871129","doi":"10.1080/19386362.2016.1198109","title":"Axial and lateral load transfer of fibre-reinforced polymer (FRP) piles in soft clay","year":2016,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Structural Behavior of Reinforced Concrete","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":"Carleton University","funders":"","keywords":"Fibre-reinforced plastic; Pile; Materials science; Geotechnical engineering; Structural engineering; Stiffness; Waviness; Composite material; Displacement (psychology); Geology; Engineering","score_opus":0.005686578013523118,"score_gpt":0.2111650359312621,"score_spread":0.20547845791773897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2466871129","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993407,0.000029160674,0.00037055858,0.000003659778,0.0000017929555,0.0000076216484,0.00003008263,0.000014370966,0.00020207246],"genre_scores_gemma":[0.99925,0.000026680696,0.00032457244,0.000002358272,0.0000011526032,0.0000038434805,0.000025808718,0.000004442425,0.0003611127],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970645,0.000041964893,0.000014273181,0.00003573528,0.00012291897,0.000078689656],"domain_scores_gemma":[0.9995542,0.00017774441,0.00009705376,0.000041328214,0.00006066945,0.00006888177],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027027138,0.00047807797,0.00032608086,0.00050378556,0.00034477233,0.00024465745,0.00032743506,0.0004470665,0.0016061027],"category_scores_gemma":[0.0005502837,0.00022089956,0.000274349,0.00025003342,0.0005150126,0.0003411425,0.0003745511,0.00027929028,0.0004106285],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004043994,0.00007784661,0.00060958404,0.0000717342,0.0000059338954,0.00013086281,0.000104704435,0.0021369494,0.9939744,0.000013363443,0.000013249197,0.0024569784],"study_design_scores_gemma":[0.00001690598,0.0020861751,0.015891694,0.000009950605,0.00001556852,0.00012283649,0.00021227301,0.0071531273,0.97419804,0.000027918528,0.00024645007,0.000019046447],"about_ca_topic_score_codex":0.0008084652,"about_ca_topic_score_gemma":0.0015100425,"teacher_disagreement_score":0.0016061027,"about_ca_system_score_codex":0.00021151354,"about_ca_system_score_gemma":0.00013807557,"threshold_uncertainty_score":0.0053729415},"labels":[],"label_agreement":null},{"id":"W2522127353","doi":"10.1080/19386362.2016.1236224","title":"Load sharing ratio of pile-raft system in loose sand: an experimental investigation","year":2016,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Mechanics","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":"Université de Sherbrooke","funders":"","keywords":"Pile; Raft; Settlement (finance); Geotechnical engineering; Foundation (evidence); Load sharing; Geology; Materials science; Computer science; Geography","score_opus":0.009747139179602737,"score_gpt":0.2216044829554758,"score_spread":0.21185734377587306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2522127353","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998485,0.000014668414,0.001197332,0.0000034189934,0.000003846021,0.000012037819,0.000040672883,0.000020540623,0.00022241453],"genre_scores_gemma":[0.99899894,0.000023036977,0.0006857894,0.000001842249,0.0000014402506,0.000007385932,0.00003168249,0.0000031546172,0.00024677775],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994673,0.00006826038,0.00003718317,0.00007065444,0.0002126275,0.0001439808],"domain_scores_gemma":[0.9991966,0.0002862807,0.00010487678,0.00016012006,0.00014736384,0.00010488889],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047783653,0.0005155263,0.000452837,0.0006417723,0.00045019967,0.00030398867,0.00060566945,0.00052501477,0.0020333729],"category_scores_gemma":[0.0011215146,0.00022925323,0.00036494198,0.0004280691,0.0005621334,0.00046023045,0.00067702355,0.00030901138,0.00028309494],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023618417,0.00090089743,0.01058808,0.00031930613,0.000047545745,0.0006800486,0.00058148557,0.032756343,0.93424207,0.00029863254,0.00013438234,0.017089354],"study_design_scores_gemma":[0.00009745032,0.014495339,0.042187594,0.000025407595,0.00010374117,0.0004199126,0.0013949267,0.063242964,0.8766463,0.00024441414,0.0010770613,0.000064874504],"about_ca_topic_score_codex":0.00103006,"about_ca_topic_score_gemma":0.0015342569,"teacher_disagreement_score":0.0020333729,"about_ca_system_score_codex":0.00020090528,"about_ca_system_score_gemma":0.0002364616,"threshold_uncertainty_score":0.0068023205},"labels":[],"label_agreement":null},{"id":"W2570478199","doi":"10.1080/19386362.2016.1277621","title":"Clogging potential of tunnel boring machine (TBM): a review","year":2017,"lang":"en","type":"review","venue":"International Journal of Geotechnical Engineering","topic":"Tunneling and Rock Mechanics","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":false,"ca_institutions":"University of Alberta","funders":"University of Alberta","keywords":"Clogging; Engineering; Identification (biology); Current (fluid); Schedule; Risk analysis (engineering); Computer science","score_opus":0.03169733160462109,"score_gpt":0.3198743864131424,"score_spread":0.28817705480852135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2570478199","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":[0.0008631128,0.99744546,0.00029959524,0.000087129745,0.000096335825,0.000009174775,0.00003184912,0.00000902556,0.0011582762],"genre_scores_gemma":[0.004441495,0.9942333,0.00049303443,0.000072582836,0.00010235839,0.0000101051955,0.00005451264,0.0000040009213,0.0005886318],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99937576,0.00007538626,0.00011328275,0.00013707632,0.00025167034,0.00004683791],"domain_scores_gemma":[0.99853265,0.00079537777,0.0002800507,0.000032493183,0.0003115961,0.000047768863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008796993,0.0011558618,0.0017520555,0.004113073,0.00037773873,0.0018100732,0.0011957,0.0015743655,0.003255894],"category_scores_gemma":[0.0013898463,0.00055253814,0.0011895235,0.003112084,0.0005539205,0.0020101345,0.00055903645,0.00070078025,0.0012054599],"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":[0.00014329965,0.00017288733,0.0010122755,0.085726246,0.00018887488,0.0003187402,0.00012974386,0.0016264,0.0052647563,0.0032733884,0.009695123,0.8924483],"study_design_scores_gemma":[0.000018029583,0.0006745193,0.0033852072,0.015253473,0.00071431405,0.0027953433,0.0003065808,0.000762615,0.007307192,0.0017572945,0.966934,0.00009137702],"about_ca_topic_score_codex":0.0018114867,"about_ca_topic_score_gemma":0.0017314077,"teacher_disagreement_score":0.004113073,"about_ca_system_score_codex":0.00051703484,"about_ca_system_score_gemma":0.0013491837,"threshold_uncertainty_score":0.010892093},"labels":[],"label_agreement":null},{"id":"W2576614678","doi":"10.1080/19386362.2016.1250042","title":"Drilled shaft foundation construction problems","year":2017,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Underground Structures","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":"University of Alberta","keywords":"Geotechnical engineering; Foundation (evidence); Engineering; Excavation; Bearing capacity; Slurry; Civil engineering; Structural engineering; Geology","score_opus":0.007734091291753953,"score_gpt":0.23025118694275634,"score_spread":0.2225170956510024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2576614678","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.68638605,0.0016467513,0.2183185,0.0016681437,0.0009653274,0.0009283175,0.0017749611,0.004961811,0.083350055],"genre_scores_gemma":[0.9010567,0.0005726002,0.069013834,0.00022710224,0.00005238617,0.00026054043,0.0012811671,0.00029092483,0.02724484],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9957628,0.0005151143,0.00036868438,0.00041868293,0.0024014283,0.0005332127],"domain_scores_gemma":[0.9916359,0.0024456012,0.00128795,0.0015168337,0.0026074483,0.00050632516],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003116214,0.0009014888,0.000471784,0.001468226,0.0017919042,0.0014505218,0.0015187198,0.0011453136,0.013531245],"category_scores_gemma":[0.009943988,0.0007185401,0.00046675798,0.0014075227,0.00077460747,0.00097402255,0.0016038654,0.0010790861,0.0034849758],"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":[0.0006898371,0.0002221584,0.07844792,0.0012803319,0.000056471654,0.007819916,0.0024698647,0.05241724,0.059542943,0.009377007,0.041763674,0.7459125],"study_design_scores_gemma":[0.00022597286,0.004710568,0.20354015,0.0010093085,0.00023689952,0.03681694,0.008733284,0.054000326,0.08272245,0.006333354,0.60126776,0.00040294527],"about_ca_topic_score_codex":0.008041232,"about_ca_topic_score_gemma":0.030524073,"teacher_disagreement_score":0.013531245,"about_ca_system_score_codex":0.0012192966,"about_ca_system_score_gemma":0.0030436618,"threshold_uncertainty_score":0.04526651},"labels":[],"label_agreement":null},{"id":"W2604504443","doi":"10.1080/19386362.2017.1311086","title":"Mechanical properties of clayey soil relevant for clogging potential","year":2017,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Tunneling and Rock Mechanics","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":"University of Alberta","funders":"","keywords":"Clogging; Geotechnical engineering; Atterberg limits; Direct shear test; Clay soil; Soil water; Environmental science; Geology; Shear (geology); Engineering; Civil engineering; Soil science; Water content","score_opus":0.013358535626803295,"score_gpt":0.22682778871937745,"score_spread":0.21346925309257414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2604504443","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99708956,0.0005223503,0.0012805049,0.000011585564,0.000004388055,0.000016770293,0.00015659932,0.0000117127,0.00090659095],"genre_scores_gemma":[0.99907887,0.00016445652,0.00041463098,0.00000653205,0.0000023371263,0.000007092914,0.000091491514,0.000002717329,0.00023177428],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997608,0.000034841818,0.000017195556,0.000038508562,0.00011341387,0.000035278787],"domain_scores_gemma":[0.9987791,0.0004571335,0.00038729247,0.00003628546,0.00026085594,0.00007933625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027971264,0.00038168393,0.00025935302,0.0013370145,0.0002601242,0.00057710276,0.00015224598,0.0004153732,0.0012184533],"category_scores_gemma":[0.0011715641,0.0001575196,0.00016489885,0.0009872227,0.0003313481,0.00033570584,0.00015061551,0.00019350447,0.00020265183],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027323578,0.00008403843,0.05876035,0.00043949,0.000039000628,0.0006834965,0.0002305218,0.002169764,0.924564,0.00018278086,0.00008853468,0.012484731],"study_design_scores_gemma":[0.000013992443,0.001103609,0.5286433,0.00006737408,0.00011094652,0.0014391235,0.0017278544,0.0071639502,0.45692948,0.00055921596,0.0021679932,0.000073170646],"about_ca_topic_score_codex":0.00095128,"about_ca_topic_score_gemma":0.0017011483,"teacher_disagreement_score":0.0013370145,"about_ca_system_score_codex":0.0001570177,"about_ca_system_score_gemma":0.00019691953,"threshold_uncertainty_score":0.004076183},"labels":[],"label_agreement":null},{"id":"W2773725293","doi":"10.1080/19386362.2017.1408242","title":"Tensile and shear failure behaviour of compacted clay – hybrid failure mode","year":2017,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Soil and Unsaturated Flow","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":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Ultimate tensile strength; Materials science; Geotechnical engineering; Cohesion (chemistry); Shear (geology); Failure mode and effects analysis; Composite material; Direct shear test; Geology; Chemistry","score_opus":0.0073364417081549305,"score_gpt":0.2327385058117415,"score_spread":0.22540206410358657,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2773725293","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991372,0.000102174476,0.00038087077,0.0000025969648,0.0000014993959,0.0000034966251,0.00013612295,0.000024028666,0.00021185586],"genre_scores_gemma":[0.99925226,0.000035497596,0.00018379408,0.000002203483,6.5981993e-7,0.000003868864,0.00012596698,0.0000030322437,0.00039278265],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998976,0.0000054510265,0.000009347765,0.000027875963,0.000033224627,0.000026486863],"domain_scores_gemma":[0.99965644,0.000060083195,0.00010067829,0.000039696286,0.0000964359,0.000046720605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021074798,0.00029122675,0.00022944652,0.0008317314,0.00016483251,0.00020290841,0.00022750364,0.00028961417,0.0019152563],"category_scores_gemma":[0.00035302187,0.00013990664,0.00017444068,0.0003203337,0.0003145813,0.00021473065,0.00020887074,0.0001679015,0.00022980604],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002880052,0.000026853242,0.0128407,0.0000996363,0.000015688607,0.00036807632,0.00024196651,0.001755495,0.9769428,0.00005683801,0.000051370174,0.0073124836],"study_design_scores_gemma":[0.0000134933525,0.0012892196,0.31545785,0.000034382694,0.000043042888,0.0010688724,0.0006490363,0.014350922,0.66566783,0.00012544061,0.001257226,0.00004275014],"about_ca_topic_score_codex":0.0017944553,"about_ca_topic_score_gemma":0.003147719,"teacher_disagreement_score":0.0019152563,"about_ca_system_score_codex":0.00013787295,"about_ca_system_score_gemma":0.00007301339,"threshold_uncertainty_score":0.0064071417},"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":"W2792358998","doi":"10.1080/19386362.2018.1439671","title":"Performance evaluation of TBM clogging potential for plain and conditioning soil using a newly developed laboratory apparatus","year":2018,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":21,"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 Alberta","funders":"University of Alberta","keywords":"Clogging; Geotechnical engineering; Penetration (warfare); Soil water; Environmental science; Rotational speed; Petroleum engineering; Engineering; Soil science; Mechanical engineering","score_opus":0.01585916282107632,"score_gpt":0.26441613555361976,"score_spread":0.24855697273254343,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2792358998","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9485941,0.0005908347,0.049308855,0.000042650914,0.000047021855,0.00012666464,0.00027591825,0.00045165763,0.0005624016],"genre_scores_gemma":[0.97097933,0.0003701026,0.027770035,0.00001627509,0.000012061366,0.000090912996,0.00015405854,0.000021355165,0.0005858759],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99904376,0.00017461706,0.00014254995,0.00015921278,0.00039072454,0.00008907473],"domain_scores_gemma":[0.9978435,0.0006052396,0.0003757366,0.00035803695,0.0006897073,0.00012775761],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013974799,0.00070687226,0.0006778793,0.0014472661,0.00027033273,0.00047501724,0.0008893458,0.00079484633,0.00081620394],"category_scores_gemma":[0.0020912008,0.00032323613,0.0004593814,0.0007423395,0.00038071405,0.00068035687,0.00051311677,0.00035101135,0.00026576163],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003466935,0.00016113644,0.006711916,0.0002975418,0.000026215097,0.00007655707,0.0001399975,0.0018110614,0.9762057,0.00018091228,0.00005989123,0.013982405],"study_design_scores_gemma":[0.000042759828,0.0026519499,0.013613296,0.000022200162,0.00012196567,0.00023668185,0.00015608426,0.019829564,0.9616148,0.000058756705,0.0015961597,0.000055825996],"about_ca_topic_score_codex":0.0009253254,"about_ca_topic_score_gemma":0.0010855653,"teacher_disagreement_score":0.0014472661,"about_ca_system_score_codex":0.0003422179,"about_ca_system_score_gemma":0.00033927333,"threshold_uncertainty_score":0.0073906183},"labels":[],"label_agreement":null},{"id":"W2811301502","doi":"10.1080/19386362.2018.1483812","title":"A finite-discrete element approach for modelling polyethylene pipes subjected to axial ground movement","year":2018,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":10,"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":"Finite element method; Polyethylene; Distortion (music); Geotechnical engineering; Discrete element method; Materials science; Granular material; Soil structure interaction; Structural engineering; Engineering; Mechanics; Composite material; Physics","score_opus":0.011122056102258067,"score_gpt":0.2323552695718953,"score_spread":0.22123321346963726,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2811301502","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":[0.038546767,0.0002058997,0.9556371,0.00011398863,0.00004718265,0.000104511106,0.00015825755,0.00022392893,0.004962441],"genre_scores_gemma":[0.61156523,0.0006434563,0.37632343,0.00007620739,0.000021823917,0.00062403793,0.00033405275,0.00012881473,0.0102829365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979633,0.00005398312,0.00001639914,0.000024700523,0.00009268772,0.000015830768],"domain_scores_gemma":[0.99967086,0.00019474758,0.000033081633,0.000026781763,0.0000604398,0.000014044147],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004829802,0.0005114821,0.0005337913,0.00059480977,0.00037362584,0.00065189356,0.0011301414,0.0016498514,0.0020865956],"category_scores_gemma":[0.0008971077,0.0005005763,0.0007059594,0.00037003402,0.0005844741,0.00055025093,0.00057648285,0.0007899322,0.0004964044],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030592906,0.00004137384,0.0006325464,0.00010878549,0.000016482842,0.00009283573,0.00013731909,0.96871626,0.013456039,0.0051626787,0.00017575677,0.011429352],"study_design_scores_gemma":[0.0000037267755,0.000019871482,0.00011376619,0.000013271593,0.000004065798,0.000025365067,0.00002637278,0.99676514,0.0011173724,0.0005494756,0.00135597,0.000005579793],"about_ca_topic_score_codex":0.003813822,"about_ca_topic_score_gemma":0.004231859,"teacher_disagreement_score":0.003813822,"about_ca_system_score_codex":0.00042035076,"about_ca_system_score_gemma":0.0008154569,"threshold_uncertainty_score":0.0075832605},"labels":[],"label_agreement":null},{"id":"W2883380161","doi":"10.1080/19386362.2018.1498578","title":"Prediction of standard penetration test <i>N</i>-value from dynamic probing light <i>N</i>-value using ANFIS and multiple regression models","year":2018,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Soil and Unsaturated Flow","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":"Concordia University","funders":"","keywords":"Adaptive neuro fuzzy inference system; Standard penetration test; Regression; Regression analysis; Mathematics; Statistics; Geotechnical engineering; Fuzzy logic; Engineering; Computer science; Artificial intelligence; Fuzzy control system","score_opus":0.010562479108975033,"score_gpt":0.22229931810024428,"score_spread":0.21173683899126924,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2883380161","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72413355,0.00021298572,0.2720654,0.00007861383,0.000039185856,0.00005127241,0.00030020706,0.0008940681,0.0022247466],"genre_scores_gemma":[0.9854767,0.00007519192,0.0138076,0.000008376173,0.0000029089388,0.000028381775,0.00012390906,0.000017234554,0.00045966747],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977833,0.000032043325,0.000017041357,0.000060925035,0.000079768804,0.000031936182],"domain_scores_gemma":[0.99940073,0.000315252,0.00010393469,0.000034062934,0.00012842644,0.000017625332],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049697777,0.0007835194,0.00037401053,0.00073739095,0.00013578893,0.0004215902,0.0003359117,0.0005872726,0.0007983834],"category_scores_gemma":[0.0019167474,0.00023367643,0.0005201852,0.00037240688,0.00021713204,0.0004796418,0.00020614987,0.00037509017,0.00019930603],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031528834,0.00019281314,0.04406961,0.00029545205,0.00008292568,0.00058879465,0.00019027661,0.76598716,0.07388363,0.0008139271,0.00095652917,0.11262365],"study_design_scores_gemma":[0.0000041215885,0.00005019414,0.008039787,0.000007018832,0.000009136186,0.000040434297,0.000023075292,0.98536265,0.0061798873,0.00017343611,0.000099046316,0.000011195767],"about_ca_topic_score_codex":0.0054538897,"about_ca_topic_score_gemma":0.005468131,"teacher_disagreement_score":0.0054538897,"about_ca_system_score_codex":0.0003635485,"about_ca_system_score_gemma":0.00035013838,"threshold_uncertainty_score":0.01084429},"labels":[],"label_agreement":null},{"id":"W2967043432","doi":"10.1080/19386362.2019.1655622","title":"Improve the design process of pile foundations using construction control techniques","year":2019,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"BIM and Construction Integration","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":"National Research Council Canada","keywords":"Pile; Load testing; Engineering; Process (computing); Control (management); Plan (archaeology); Dynamic load testing; Static analysis; Structural engineering; Civil engineering; Reliability engineering; Computer science","score_opus":0.007398493236170634,"score_gpt":0.23736875133851273,"score_spread":0.2299702581023421,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2967043432","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":[0.06149137,0.00006775636,0.9345218,0.0000335812,0.000011878944,0.00007403038,0.000015558078,0.0010131745,0.0027707743],"genre_scores_gemma":[0.6646691,0.00013203754,0.3330261,0.000030322937,0.000010016785,0.000077909506,0.00008858345,0.00017681488,0.0017891182],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991073,0.00011705479,0.00004903374,0.00012283135,0.00052139314,0.00008225668],"domain_scores_gemma":[0.9990827,0.00024415704,0.00015608134,0.00013510174,0.0003531457,0.000028813087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008218482,0.0008667735,0.0004980749,0.0014899649,0.00042588238,0.00069297844,0.0006876857,0.00048882345,0.0026007944],"category_scores_gemma":[0.002437479,0.0004829966,0.00065353117,0.000550392,0.00053028454,0.00078343466,0.00061788014,0.00046242168,0.0005732712],"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":[0.00015592975,0.00018271487,0.0037375367,0.00032980266,0.000023226596,0.000283629,0.00031883287,0.4377223,0.2491348,0.0068049897,0.00067418534,0.3006321],"study_design_scores_gemma":[0.000052029576,0.00042155877,0.0030307025,0.000036008023,0.000046197576,0.0002618587,0.00012448723,0.8590247,0.12908778,0.0027899537,0.0050696013,0.000055275705],"about_ca_topic_score_codex":0.0027296552,"about_ca_topic_score_gemma":0.0025190064,"teacher_disagreement_score":0.0027296552,"about_ca_system_score_codex":0.00042612563,"about_ca_system_score_gemma":0.0012041447,"threshold_uncertainty_score":0.00870049},"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":"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":"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":"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":"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":"W4396547664","doi":"10.1080/19386362.2024.2344408","title":"Calibration of resistance factors for reliability-based design of driven steel piles considering separate factors for toe and shaft resistances","year":2023,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Analysis","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 Ottawa","funders":"","keywords":"Pile; Foundation (evidence); Reliability (semiconductor); Structural engineering; Geotechnical engineering; Engineering; Resistance Factors; Field (mathematics); Mathematics","score_opus":0.021571730894434923,"score_gpt":0.25576582264843783,"score_spread":0.2341940917540029,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396547664","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":[0.21704778,0.00016992183,0.7787503,0.000020420599,0.000011419305,0.00015870754,0.0001360272,0.0011161662,0.002589293],"genre_scores_gemma":[0.84470105,0.00006486009,0.15457428,0.000005151141,0.0000035938783,0.000097961034,0.00015569845,0.00007706772,0.0003203632],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988261,0.00039168206,0.0000646595,0.00015188343,0.0004886708,0.00007700624],"domain_scores_gemma":[0.99628216,0.0018264108,0.00049444,0.0003260203,0.0009966018,0.00007442973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020620448,0.0011522406,0.0005774612,0.0024803623,0.00020408654,0.00059273257,0.00074895873,0.00060395023,0.0010714603],"category_scores_gemma":[0.008952784,0.0005274875,0.000746419,0.00065280905,0.00026989312,0.00052648433,0.00036381284,0.00035354187,0.00052135345],"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":[0.00017272981,0.00009762026,0.012748493,0.0001754914,0.00005844775,0.000102445745,0.00015782204,0.82780707,0.03466558,0.0010846615,0.0003555579,0.12257405],"study_design_scores_gemma":[0.000019877612,0.00031101648,0.009391554,0.000032031425,0.000033761567,0.00011855093,0.000061232844,0.9745088,0.013911136,0.000653009,0.0009231369,0.000035801073],"about_ca_topic_score_codex":0.0034097848,"about_ca_topic_score_gemma":0.004442353,"teacher_disagreement_score":0.0034097848,"about_ca_system_score_codex":0.0006938709,"about_ca_system_score_gemma":0.00073064055,"threshold_uncertainty_score":0.010905206},"labels":[],"label_agreement":null},{"id":"W4399096097","doi":"10.1080/19386362.2024.2353415","title":"Neutral plane of single pile in clay subjected to surcharge loading using the “critical state soil mechanics” (CSSM)","year":2023,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Mechanics","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","funders":"","keywords":"Geotechnical engineering; Pile; Critical state soil mechanics; Geology; Soil mechanics; Plane (geometry); Clay soil; Engineering; Structural engineering; Soil water; Mathematics; Geometry; Finite element method; Soil science; Constitutive equation","score_opus":0.01723925565777701,"score_gpt":0.24816799567886497,"score_spread":0.23092874002108796,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399096097","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9614145,0.00014370063,0.030218223,0.000091923226,0.000026029096,0.000053008735,0.00028284852,0.00015087741,0.0076188687],"genre_scores_gemma":[0.99662054,0.00005249441,0.0025019764,0.0000066780794,0.0000023572156,0.000012156718,0.000062290106,0.000006896027,0.00073456747],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998983,0.000014493032,0.000005402435,0.000021452472,0.000038552444,0.000021866907],"domain_scores_gemma":[0.999775,0.00009535988,0.000052872623,0.00001858781,0.000039701637,0.000018491133],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015817537,0.00045239928,0.00039470373,0.00054490386,0.00037977844,0.0006678635,0.0004799746,0.0009611273,0.0013652933],"category_scores_gemma":[0.00045938668,0.00024632536,0.0004670192,0.00042451135,0.00064138795,0.00037977393,0.00040447107,0.00033651298,0.00014837031],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000086499684,0.00004387618,0.003936518,0.00007548328,0.0000108680315,0.0006294991,0.000092856826,0.97399116,0.016419705,0.0012201029,0.00018605303,0.0033073842],"study_design_scores_gemma":[0.0000057877546,0.000039808085,0.0015311847,0.000008022898,0.0000053075373,0.00005591069,0.00006266981,0.99530447,0.002634246,0.00018648381,0.00015583073,0.000010316293],"about_ca_topic_score_codex":0.010182323,"about_ca_topic_score_gemma":0.006011896,"teacher_disagreement_score":0.010182323,"about_ca_system_score_codex":0.00053517724,"about_ca_system_score_gemma":0.0006237476,"threshold_uncertainty_score":0.020246089},"labels":[],"label_agreement":null},{"id":"W4400651390","doi":"10.1080/19386362.2024.2377450","title":"Advanced method for estimating the volumetric intensity along tunnels using ANN","year":2024,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geophysical Methods and Applications","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":"Polytechnique Montréal","funders":"Fundação de Amparo à Pesquisa do Estado de São Paulo","keywords":"Intensity (physics); Geotechnical engineering; Geology; Computer science; Environmental science; Civil engineering; Engineering; Physics; Optics","score_opus":0.018942512777984317,"score_gpt":0.32622669453665254,"score_spread":0.30728418175866823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400651390","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":[0.012272705,0.000104501705,0.9848573,0.0000545343,0.000026679882,0.000040080056,0.00012881318,0.00080651103,0.0017088639],"genre_scores_gemma":[0.39940524,0.00031832085,0.5949471,0.000058185156,0.000040442792,0.0005057565,0.0003958155,0.00014663587,0.0041825473],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998217,0.000048611462,0.000018039513,0.000042119897,0.000054939468,0.000014631152],"domain_scores_gemma":[0.9994691,0.00029369863,0.000054937223,0.000028137487,0.00014348523,0.000010726555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000575732,0.0008124758,0.00042811866,0.0007777657,0.00031288477,0.0005969546,0.00077598897,0.0008319197,0.003025002],"category_scores_gemma":[0.0015078088,0.0003981493,0.00064441696,0.00067053357,0.00020683325,0.0005310931,0.00048070095,0.00081517675,0.0005404683],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030085866,0.000028749118,0.0013475803,0.000095295065,0.00003655189,0.00006854695,0.000038620332,0.9186061,0.002836388,0.0019268786,0.0004932383,0.07449191],"study_design_scores_gemma":[0.0000017136764,0.000005135573,0.00016941462,0.0000069253747,0.000002936502,0.000008504857,0.0000038856533,0.9986708,0.0003772777,0.00047493118,0.00027488032,0.0000035804853],"about_ca_topic_score_codex":0.006212107,"about_ca_topic_score_gemma":0.006062203,"teacher_disagreement_score":0.006212107,"about_ca_system_score_codex":0.0003398881,"about_ca_system_score_gemma":0.00073698704,"threshold_uncertainty_score":0.01235193},"labels":[],"label_agreement":null},{"id":"W4401977913","doi":"10.1080/19386362.2024.2391835","title":"Dimensioning equivalent of circular footing subjected to eccentric load with effective area approach","year":2024,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Underground Structures","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":"Eccentricity (behavior); Bearing capacity; Dimensioning; Structural engineering; Moment (physics); Engineering; Reduction (mathematics); Structural load; Geotechnical engineering; Mathematics; Geometry; Physics","score_opus":0.004942875672023091,"score_gpt":0.20566658922114583,"score_spread":0.20072371354912275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401977913","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":[0.1698257,0.00023393324,0.7967138,0.000057400346,0.000095238545,0.00006785917,0.00012121699,0.00025435362,0.032630544],"genre_scores_gemma":[0.92693615,0.00017904324,0.067070656,0.000017989158,0.000024833347,0.000051373074,0.00008478409,0.00004698459,0.0055881594],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982053,0.000025018735,0.00000812076,0.00003351317,0.0000903676,0.000022480592],"domain_scores_gemma":[0.9998394,0.000037517293,0.00003052485,0.000031151136,0.000049833616,0.000011494515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015536678,0.00031294202,0.00020133676,0.0004600962,0.00015695856,0.0004957469,0.00037328052,0.00025526964,0.0035458852],"category_scores_gemma":[0.00039426974,0.00009894192,0.00022180326,0.00020329474,0.0004021253,0.0004363217,0.00038666363,0.00018929946,0.0003010612],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023348298,0.00008531375,0.0028313086,0.0003247297,0.000027486445,0.0007328205,0.00022375911,0.5484589,0.13302186,0.10451169,0.0022034962,0.20734522],"study_design_scores_gemma":[0.000029648156,0.0005190273,0.004622853,0.000039402697,0.000043028722,0.0009448272,0.0001992157,0.9030868,0.036964558,0.02450404,0.02900746,0.00003917317],"about_ca_topic_score_codex":0.0005580463,"about_ca_topic_score_gemma":0.00058038096,"teacher_disagreement_score":0.0035458852,"about_ca_system_score_codex":0.00018862562,"about_ca_system_score_gemma":0.00024707356,"threshold_uncertainty_score":0.011862159},"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":"W4408495988","doi":"10.1080/19386362.2025.2475892","title":"Temperature-dependent interface and creep modelling of steel piles in frozen ground","year":2025,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","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":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Creep; Geotechnical engineering; Pile; Interface (matter); Geology; Materials science; Structural engineering; Engineering; Composite material; Wetting","score_opus":0.01881637595622586,"score_gpt":0.2410432536170387,"score_spread":0.22222687766081284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408495988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9834442,0.000032794364,0.015235148,0.000010728535,0.0000031432382,0.000011698076,0.00007053235,0.00006633811,0.0011253026],"genre_scores_gemma":[0.99853575,0.000019595276,0.001018409,0.0000014389377,4.0099025e-7,0.000006084847,0.000033713448,0.000005635829,0.00037897786],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999424,0.000007881674,0.000003931664,0.000011343723,0.000020965645,0.000013472121],"domain_scores_gemma":[0.999902,0.000027323284,0.000027552189,0.000013574102,0.000021004862,0.000008536425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009560709,0.00032694032,0.00023139303,0.0003382199,0.00021927433,0.00044557996,0.0004547182,0.00051136833,0.00068719726],"category_scores_gemma":[0.000272679,0.00022686247,0.00033094938,0.00023174076,0.00042977574,0.00028115403,0.00021525685,0.00018177636,0.0001588092],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000075493685,0.000047998514,0.005913061,0.000039022365,0.000011570279,0.00025881076,0.00008963764,0.935709,0.054298468,0.00038945468,0.000050840044,0.0031165497],"study_design_scores_gemma":[0.000003896815,0.000060823513,0.0052385945,0.0000044325584,0.000005623949,0.000037623,0.00003704324,0.9888228,0.005592555,0.00008902472,0.000099533754,0.000008041037],"about_ca_topic_score_codex":0.008880131,"about_ca_topic_score_gemma":0.009106289,"teacher_disagreement_score":0.008880131,"about_ca_system_score_codex":0.00029913685,"about_ca_system_score_gemma":0.00042133324,"threshold_uncertainty_score":0.017656922},"labels":[],"label_agreement":null}]}