{"meta":{"query_hash":"9357d94f31a7","filters":{"venue":"Geotechnical Research"},"cohort_total":22,"direct_labels_cover":0,"predictions_cover":22,"exported":22,"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/9357d94f31a7","api":"https://metacan.xera.ac/api/v1/cohort?venue=Geotechnical+Research"},"results":[{"id":"W2002439369","doi":"10.1680/gr.14.00006","title":"Elasticity moduli of expansive soils from dimensional analysis","year":2014,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de l'Education Nationale, de l'Enseignement Superieur et de la Recherche; Ministry of Higher Education and Scientific Research; Ministry of Education, Libya","keywords":"Dimensionless quantity; Expansive clay; Geotechnical engineering; Elasticity (physics); Shear modulus; Aggregate modulus; Young's modulus; Soil water; Elastic modulus; Bulk modulus; Materials science; Mathematics; Mechanics; Geology; Composite material; Dynamic modulus; Physics; Soil science; Dynamic mechanical analysis","score_opus":0.03170309159961788,"score_gpt":0.29935270594735014,"score_spread":0.26764961434773227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002439369","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":[0.43797216,0.0017539576,0.5518505,0.00011059466,0.00005303339,0.000083919454,0.0004428708,0.0002277585,0.0075051826],"genre_scores_gemma":[0.9723331,0.00089683424,0.025067728,0.000024956145,0.000009894356,0.00006853532,0.00021003431,0.0000194221,0.0013696244],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997532,0.000036586098,0.00001942858,0.0000505274,0.0001242581,0.000015977796],"domain_scores_gemma":[0.99952316,0.00025522202,0.00009806046,0.000050792765,0.000059093967,0.000013611808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041515726,0.00055462605,0.00024504613,0.0018630347,0.000120243174,0.0005420147,0.000526458,0.00038012743,0.0009887033],"category_scores_gemma":[0.0017716746,0.00024339872,0.00025849196,0.000750702,0.00044319162,0.0013137776,0.00065202935,0.00032605662,0.0002826629],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012427318,0.00012648109,0.019536804,0.00058503845,0.000044095723,0.0005523885,0.0004412393,0.49124554,0.30489707,0.032859024,0.0005257303,0.14906234],"study_design_scores_gemma":[0.000007664611,0.0000985315,0.015767505,0.00009632946,0.000023365414,0.00061528,0.00023190715,0.8930542,0.06712436,0.016048964,0.0068309703,0.000100982244],"about_ca_topic_score_codex":0.00040773067,"about_ca_topic_score_gemma":0.00053113844,"teacher_disagreement_score":0.0018630347,"about_ca_system_score_codex":0.00023235759,"about_ca_system_score_gemma":0.00021599165,"threshold_uncertainty_score":0.0033075213},"labels":[],"label_agreement":null},{"id":"W2038299179","doi":"10.1680/gr.14.00002","title":"Evaluation of a logarithmic-law strength rate parameter using full-flow penetrometers","year":2014,"lang":"en","type":"article","venue":"Geotechnical Research","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":"University of Calgary","funders":"","keywords":"Penetrometer; Logarithm; Strain rate; Penetration (warfare); Penetration depth; Plasticity; Volumetric flow rate; Mechanics; Materials science; Penetration rate; Geotechnical engineering; Mathematics; Physics; Geology; Mathematical analysis; Soil science; Composite material; Soil water; Optics","score_opus":0.1699127908653119,"score_gpt":0.41846147189694877,"score_spread":0.24854868103163685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2038299179","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7834792,0.00026299222,0.21281622,0.00006114906,0.000022576163,0.0001998628,0.00031970334,0.00089289434,0.0019452593],"genre_scores_gemma":[0.9729111,0.00012851636,0.02650327,0.00001223391,0.000003744917,0.000045989196,0.00008446439,0.000037160484,0.0002734507],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993267,0.0001284179,0.00005792059,0.000114478324,0.00032530393,0.00004719854],"domain_scores_gemma":[0.99592006,0.0022591972,0.0006341824,0.0004798585,0.0006507959,0.000055832483],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021998682,0.0005892919,0.0003130071,0.0009138803,0.00012094048,0.00056943635,0.0010099688,0.00059727073,0.00092693086],"category_scores_gemma":[0.009855522,0.00029939332,0.00024624928,0.0006817345,0.00048655493,0.001429759,0.00057138567,0.00039719662,0.0002176187],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046527272,0.0003337524,0.023417711,0.00053389557,0.000033929755,0.00027677478,0.00031988203,0.059440248,0.8166758,0.0016950622,0.00020616496,0.09660145],"study_design_scores_gemma":[0.00003916889,0.00075772597,0.038335964,0.00004838387,0.000039133905,0.00046156437,0.00016477719,0.3064671,0.6511856,0.00072278554,0.0016484343,0.00012944454],"about_ca_topic_score_codex":0.0008485509,"about_ca_topic_score_gemma":0.0013117078,"teacher_disagreement_score":0.0021998682,"about_ca_system_score_codex":0.00038260382,"about_ca_system_score_gemma":0.0003114283,"threshold_uncertainty_score":0.011634171},"labels":[],"label_agreement":null},{"id":"W2066894755","doi":"10.1680/gr.14.00007","title":"Extending the Kenney–Lau method to dam core soils of glacial till","year":2014,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Dam Engineering and Safety","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":"Svenska kraftnät; Uppsala Universitet; Luleå Tekniska Universitet; Chalmers Tekniska Högskola; University of British Columbia; Kungliga Tekniska Högskolan","keywords":"Glacial period; Soil water; Erosion; Internal erosion; Geology; Core (optical fiber); Benchmark (surveying); Environmental science; Geotechnical engineering; Soil science; Geomorphology; Engineering; Geodesy","score_opus":0.07290259726803795,"score_gpt":0.3885764818528093,"score_spread":0.31567388458477136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066894755","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4972623,0.0009477708,0.47944278,0.00016170651,0.0000896638,0.00061988883,0.001444303,0.0009951269,0.019036477],"genre_scores_gemma":[0.7499759,0.00045921828,0.24488828,0.000070228576,0.000029789133,0.0002706173,0.0005831447,0.00016602308,0.003556736],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99896586,0.00022531819,0.00013010988,0.00024887826,0.00035774882,0.00007205346],"domain_scores_gemma":[0.995067,0.0018460398,0.0006525481,0.0007887132,0.0015494935,0.00009612893],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024350674,0.0004912012,0.0003765499,0.004153464,0.00060548505,0.0011502884,0.00084073434,0.00040342307,0.002320517],"category_scores_gemma":[0.0060307635,0.00027480212,0.00037513717,0.002170176,0.0005057103,0.0012187677,0.00090256357,0.00046909187,0.0006866117],"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":[0.00040612806,0.000111670095,0.30038008,0.0006747844,0.00016528326,0.00055177603,0.0026533057,0.016418288,0.08048007,0.0060881316,0.0028697064,0.58920085],"study_design_scores_gemma":[0.00003130673,0.00047975068,0.6813128,0.00027639067,0.0001679566,0.0015617689,0.0018387032,0.16091931,0.10444199,0.006917449,0.041823667,0.0002289485],"about_ca_topic_score_codex":0.008728214,"about_ca_topic_score_gemma":0.029394334,"teacher_disagreement_score":0.008728214,"about_ca_system_score_codex":0.00045060803,"about_ca_system_score_gemma":0.000869073,"threshold_uncertainty_score":0.017354786},"labels":[],"label_agreement":null},{"id":"W2200592653","doi":"10.1680/jgere.15.00002","title":"Principal stress rotation as cause of cyclic mobility","year":2015,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Surrey Memorial Hospital","funders":"","keywords":"Yield surface; Geotechnical engineering; Stress path; Constitutive equation; Rotation (mathematics); Triaxial shear test; Shear stress; Simple shear; Principal (computer security); Geology; Shear (geology); Mathematics; Structural engineering; Engineering; Geometry; Mechanics; Computer science; Physics; Finite element method","score_opus":0.10033392911579668,"score_gpt":0.3624178277575306,"score_spread":0.2620838986417339,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2200592653","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9390046,0.0012604123,0.029333385,0.0013222777,0.0002019481,0.0000898018,0.0004911063,0.0008000597,0.027496476],"genre_scores_gemma":[0.99582076,0.00022981907,0.0013003963,0.00006080929,0.000032241438,0.0000222251,0.00011498282,0.00007262547,0.002346116],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995394,0.000042867396,0.00002143242,0.00012367722,0.00010516018,0.0001674143],"domain_scores_gemma":[0.99913114,0.00016400745,0.00021864106,0.00020828741,0.00015566673,0.00012218421],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038922852,0.00036497312,0.00040720263,0.0012791406,0.0009325814,0.00094529794,0.0009241989,0.00065684214,0.0071698115],"category_scores_gemma":[0.0018471772,0.00035627995,0.00063755177,0.00073996355,0.0030172148,0.0011066572,0.0017733139,0.0005900256,0.00077687134],"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":[0.0011240931,0.0002742916,0.09817744,0.0009261656,0.00018844604,0.010331757,0.0053692735,0.047748838,0.4359533,0.27274063,0.011880526,0.11528533],"study_design_scores_gemma":[0.00016664184,0.0010115057,0.23257175,0.00030833314,0.00029905015,0.015958052,0.0049271006,0.20903893,0.17521209,0.281748,0.07813737,0.000621278],"about_ca_topic_score_codex":0.0036636007,"about_ca_topic_score_gemma":0.0019761513,"teacher_disagreement_score":0.0071698115,"about_ca_system_score_codex":0.00082804996,"about_ca_system_score_gemma":0.0007318329,"threshold_uncertainty_score":0.023985386},"labels":[],"label_agreement":null},{"id":"W2560376507","doi":"10.1680/jgere.16.00006","title":"Negative skin friction pile concepts with soil–structure interaction","year":2016,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Professional Engineers Ontario","funders":"","keywords":"Pile; Drag; Parasitic drag; Geotechnical engineering; Neutral plane; Foundation (evidence); Structural engineering; Settlement (finance); Consolidation (business); Finite element method; Engineering; Computer science; Law","score_opus":0.02403741524143197,"score_gpt":0.30867945798581264,"score_spread":0.28464204274438065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2560376507","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":[0.04722469,0.0005108627,0.9134509,0.00018195508,0.00013089944,0.00006869635,0.000036679194,0.0003991465,0.037996177],"genre_scores_gemma":[0.9074957,0.00038223717,0.08053431,0.0000807077,0.000059890906,0.00007686889,0.000037092537,0.000111667505,0.011221484],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996381,0.00008635631,0.000012503276,0.00003610811,0.00016832259,0.000058597005],"domain_scores_gemma":[0.99975365,0.00005865925,0.0000500341,0.000045304198,0.00005867469,0.000033731012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026328853,0.00068106595,0.00040838012,0.0006955261,0.0003664746,0.0008818221,0.0010790136,0.0007096951,0.0029349045],"category_scores_gemma":[0.00066881644,0.00032915303,0.0005237278,0.00038069172,0.0014597762,0.001006518,0.0012688852,0.00068483804,0.00057840673],"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":[0.00012484498,0.000085679756,0.001003706,0.00036518453,0.00003377641,0.0009528143,0.0003769974,0.4229127,0.044492804,0.4793305,0.002118853,0.04820222],"study_design_scores_gemma":[0.00002491161,0.0001874262,0.0010452268,0.00005811417,0.000021877357,0.0011135389,0.00012812318,0.8956801,0.013084109,0.06809849,0.020498615,0.000059322454],"about_ca_topic_score_codex":0.0006457834,"about_ca_topic_score_gemma":0.0007376457,"teacher_disagreement_score":0.0029349045,"about_ca_system_score_codex":0.00045616936,"about_ca_system_score_gemma":0.00034483196,"threshold_uncertainty_score":0.009818256},"labels":[],"label_agreement":null},{"id":"W2560477648","doi":"10.1680/jgere.16.00008","title":"Determining silt state from CPTu","year":2016,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Surrey Memorial Hospital","funders":"","keywords":"Silt; Tailings; Geotechnical engineering; Slurry; Geology; Environmental science; Mining engineering; Materials science; Environmental engineering; Geomorphology","score_opus":0.05178896467851257,"score_gpt":0.30071289543604246,"score_spread":0.2489239307575299,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2560477648","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90591717,0.00014280237,0.08355855,0.00003160277,0.000028618928,0.00009275257,0.0021507875,0.0011965366,0.0068811155],"genre_scores_gemma":[0.98764277,0.00008839115,0.009991165,0.000013834128,0.0000027517947,0.000029398,0.00096526224,0.00007553469,0.0011908449],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975294,0.0000120315135,0.000012372282,0.000059817186,0.00013692839,0.00002583001],"domain_scores_gemma":[0.9995285,0.00010675721,0.000081006816,0.000058023186,0.00019424448,0.000031446936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030106664,0.00041718732,0.00020205796,0.0010693657,0.00023436028,0.0005024301,0.0004433484,0.00039408787,0.0026877325],"category_scores_gemma":[0.0013647212,0.00020970387,0.00020476896,0.00084327447,0.00034812783,0.00055547594,0.00038782554,0.0003567444,0.00074293115],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004067625,0.00017079413,0.1198779,0.00030388788,0.000046668294,0.00055017776,0.00073033106,0.088354945,0.6530543,0.0017269413,0.0014604538,0.13331687],"study_design_scores_gemma":[0.000012506232,0.0002908833,0.1255528,0.000057003293,0.000037059726,0.0002545265,0.00046051556,0.39940253,0.46777177,0.0011345181,0.0049567614,0.00006919186],"about_ca_topic_score_codex":0.0051419255,"about_ca_topic_score_gemma":0.012063043,"teacher_disagreement_score":0.0051419255,"about_ca_system_score_codex":0.00051155547,"about_ca_system_score_gemma":0.000325618,"threshold_uncertainty_score":0.010223985},"labels":[],"label_agreement":null},{"id":"W2595773943","doi":"10.1680/jgere.16.00018","title":"Research-oriented ground investigation projects at Changi, Singapore","year":2017,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"Thailand Research Fund; Suranaree University of Technology","keywords":"Land reclamation; Consolidation (business); Civil engineering; Compressibility; Geotechnical engineering; Settlement (finance); Geotechnical investigation; Engineering; Environmental science; Mining engineering; Geology; Geography; Computer science; Archaeology; Business; Accounting","score_opus":0.1746534141606793,"score_gpt":0.3796235866689336,"score_spread":0.20497017250825428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2595773943","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95576894,0.00023515867,0.005791405,0.00038677934,0.00004081763,0.00091270445,0.0013065679,0.0003263046,0.035231393],"genre_scores_gemma":[0.9457287,0.00035530783,0.018996513,0.000056040684,0.000011016947,0.00047314982,0.0018561082,0.00006558158,0.03245747],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999418,0.00014479559,0.000026120748,0.00009651189,0.000234195,0.000080416605],"domain_scores_gemma":[0.9990627,0.00007081495,0.00012426847,0.0001372827,0.00037069124,0.0002341975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086723495,0.00041447158,0.00024508892,0.0010209419,0.0008338657,0.000688077,0.0004929641,0.00032628176,0.004635714],"category_scores_gemma":[0.0007299358,0.00020621139,0.0002922606,0.0009503188,0.00044453415,0.0004027224,0.0010313842,0.00033209764,0.0010688957],"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":[0.0010280362,0.0012803724,0.19167858,0.0010631726,0.00016544563,0.0074110967,0.012948824,0.0123171,0.31847256,0.0065444843,0.014879528,0.43221068],"study_design_scores_gemma":[0.00026619292,0.0078377575,0.65854084,0.00016378771,0.00012849618,0.0019577472,0.016277602,0.0150426375,0.09480355,0.0014402458,0.20342174,0.000119331184],"about_ca_topic_score_codex":0.00973342,"about_ca_topic_score_gemma":0.047421534,"teacher_disagreement_score":0.00973342,"about_ca_system_score_codex":0.0010409034,"about_ca_system_score_gemma":0.0041191205,"threshold_uncertainty_score":0.019353509},"labels":[],"label_agreement":null},{"id":"W2900184170","doi":"10.1680/jgere.18.00033","title":"Application of specialised in situ tests in Changi East reclamation projects, Singapore","year":2018,"lang":"en","type":"article","venue":"Geotechnical Research","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":"Golder Associates (Canada)","funders":"","keywords":"Land reclamation; Geography; Engineering; Archaeology","score_opus":0.05978072259841662,"score_gpt":0.3277038566049792,"score_spread":0.2679231340065626,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2900184170","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.993682,0.00006014003,0.003920815,0.000023489918,0.000015489446,0.0000400971,0.00012194901,0.000049107715,0.0020868885],"genre_scores_gemma":[0.99437815,0.0001061907,0.0042056637,0.000011906168,0.0000041214835,0.000030557323,0.00011432609,0.000015264326,0.001133748],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989347,0.0002582944,0.00012593415,0.00017884144,0.00039780958,0.000104389444],"domain_scores_gemma":[0.9983492,0.00027458352,0.0003421826,0.00015914821,0.00074096816,0.00013400063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00090379425,0.00053410325,0.0003316923,0.00096571544,0.0004139904,0.0005581441,0.0005473632,0.00060451636,0.0006331538],"category_scores_gemma":[0.0012169686,0.00029024025,0.00029172335,0.0014547928,0.00044437105,0.00046690818,0.0006039427,0.00033770615,0.00020507492],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00058769155,0.0005560494,0.0961562,0.00051556586,0.000090988986,0.0023170316,0.005181732,0.0072680176,0.8247089,0.00028095275,0.0004785393,0.06185832],"study_design_scores_gemma":[0.00005346246,0.0047492515,0.44468725,0.00006035249,0.0001327719,0.0012834945,0.008304296,0.014901101,0.5173865,0.00042563185,0.007905468,0.00011037629],"about_ca_topic_score_codex":0.0053865216,"about_ca_topic_score_gemma":0.023393089,"teacher_disagreement_score":0.0053865216,"about_ca_system_score_codex":0.0004157337,"about_ca_system_score_gemma":0.00035372697,"threshold_uncertainty_score":0.010710359},"labels":[],"label_agreement":null},{"id":"W2921812396","doi":"10.1680/jgere.2019.6.1.1","title":"Editorial: in situ tests in geotechnical engineering","year":2019,"lang":"en","type":"editorial","venue":"Geotechnical Research","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Geotechnical engineering; Geology; In situ; Engineering; Civil engineering; Geography","score_opus":0.015583061284487613,"score_gpt":0.3044899122795754,"score_spread":0.2889068509950878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2921812396","genre_codex":"editorial","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000015089429,0.006310667,0.000115236435,0.01555473,0.97682834,0.000014187813,0.00004376302,0.00004103493,0.0010771133],"genre_scores_gemma":[0.00020355138,0.0031052118,0.0000719147,0.011092409,0.9796195,0.000016620928,0.000029238374,0.000034178818,0.0058274334],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9901917,0.0018637415,0.0013331138,0.0012064831,0.004918082,0.0004868142],"domain_scores_gemma":[0.95753044,0.016740229,0.0025324281,0.0011635552,0.017562661,0.0044706305],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009226729,0.005798817,0.0068269446,0.007891037,0.0045339144,0.010999073,0.005058052,0.029249167,0.020246733],"category_scores_gemma":[0.03368005,0.0021670547,0.004127895,0.0028030016,0.003426618,0.0051586637,0.0027409834,0.021816872,0.016433349],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000344881,0.000013010578,0.000012396561,0.00020725014,0.00001656118,0.00006669085,0.000004965299,0.000019764097,0.000052235093,0.000119165925,0.9957353,0.0037181904],"study_design_scores_gemma":[0.00013519272,0.000039448147,0.00036060077,0.00073123747,0.00010548871,0.0003190509,0.000027359954,0.0002123943,0.00013305474,0.0012210205,0.9966863,0.000028845774],"about_ca_topic_score_codex":0.0023639423,"about_ca_topic_score_gemma":0.007238762,"teacher_disagreement_score":0.029249167,"about_ca_system_score_codex":0.004080193,"about_ca_system_score_gemma":0.003160922,"threshold_uncertainty_score":0.067732096},"labels":[],"label_agreement":null},{"id":"W2966215706","doi":"10.1680/jgere.19.00015","title":"Briefing: An experimental procedure to assess the erosional behaviour of cohesionless soils","year":2019,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Dam Engineering and Safety","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":"Polytechnique Montréal","funders":"Polytechnique Montréal","keywords":"Internal erosion; Piping; Geotechnical engineering; Soil water; Erosion; Geology; Hydraulic head; Flow (mathematics); Environmental science; Mechanics; Soil science; Geomorphology","score_opus":0.08686944492295554,"score_gpt":0.3720763675302167,"score_spread":0.2852069226072612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2966215706","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.62025976,0.0016939209,0.34599027,0.000303745,0.0006707978,0.016920593,0.0028863738,0.0024378973,0.008836551],"genre_scores_gemma":[0.48412147,0.0021232213,0.4696229,0.00060028926,0.00036294875,0.020145178,0.0037450267,0.0005705446,0.018708436],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991572,0.00012226784,0.00011723715,0.0002771117,0.0002244025,0.00010186926],"domain_scores_gemma":[0.99751127,0.0007009882,0.00036533782,0.00070670544,0.0004676326,0.00024804653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011988413,0.0012290025,0.0005226999,0.00081985316,0.00086585974,0.0003611811,0.0007393873,0.00084178406,0.0075688297],"category_scores_gemma":[0.0018498588,0.0005608185,0.00047633352,0.00051025744,0.00078283943,0.00055241206,0.0006339647,0.001336283,0.0019565523],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000469812,0.00034013082,0.0005687968,0.0002530534,0.000008820479,0.00016026547,0.00014607166,0.00011957993,0.9838442,0.00034945988,0.0002444034,0.013495416],"study_design_scores_gemma":[0.0002547139,0.019757126,0.01716844,0.00009346179,0.000105221305,0.0006603091,0.00012902758,0.0016083084,0.94070596,0.00058408716,0.01886669,0.000066714936],"about_ca_topic_score_codex":0.0004764087,"about_ca_topic_score_gemma":0.0011715395,"teacher_disagreement_score":0.0075688297,"about_ca_system_score_codex":0.00023456574,"about_ca_system_score_gemma":0.0007699467,"threshold_uncertainty_score":0.025320292},"labels":[],"label_agreement":null},{"id":"W2983603719","doi":"10.1680/jgere.19.00029","title":"Characterisation of fibre-reinforced backfill/rock interface through direct shear tests","year":2019,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Materials science; Direct shear test; Composite material; Shear (geology); Cementation (geology); Microstructure; Curing (chemistry); Shear stress; Geotechnical engineering; Cement; Geology","score_opus":0.04862648629178773,"score_gpt":0.31764924763518815,"score_spread":0.2690227613434004,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2983603719","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99366075,0.00061228656,0.004587127,0.000014176571,0.000013686783,0.000043789772,0.00031142833,0.000061357925,0.00069541135],"genre_scores_gemma":[0.99213624,0.00049771095,0.0052958596,0.000021500466,0.000008741924,0.00006346498,0.00038694066,0.00003329622,0.0015561963],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995214,0.000048377216,0.000045672383,0.0000760796,0.00023749529,0.000071063325],"domain_scores_gemma":[0.99933547,0.00018771035,0.0001539219,0.000042888336,0.00021965645,0.000060261274],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063943054,0.0005378443,0.0004706669,0.00079792395,0.00030639494,0.00032205862,0.00030366424,0.00038137683,0.0019503153],"category_scores_gemma":[0.00068834756,0.00021032522,0.00042991873,0.0005108716,0.00034220712,0.00036697838,0.00037802765,0.00050529663,0.00039958357],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010984523,0.000020335025,0.0013471796,0.00006378646,0.0000075123085,0.000066640634,0.0001492384,0.0001012013,0.99608874,0.000023612338,0.000014290459,0.0020076344],"study_design_scores_gemma":[0.000009095329,0.00077691604,0.019555895,0.000013648343,0.000029050645,0.00017416397,0.00031238343,0.00074216933,0.97715604,0.000040764615,0.0011740165,0.000015974678],"about_ca_topic_score_codex":0.00095920655,"about_ca_topic_score_gemma":0.002202476,"teacher_disagreement_score":0.0019503153,"about_ca_system_score_codex":0.00013910077,"about_ca_system_score_gemma":0.00018185367,"threshold_uncertainty_score":0.006524503},"labels":[],"label_agreement":null},{"id":"W3202424509","doi":"10.1680/jgere.21.00007","title":"Validation of computational liquefaction for tailings: Tar Island slump","year":2021,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Slump; Rubble; Liquefaction; Geotechnical engineering; Landslide; Geology; Tailings; Civil engineering; Engineering; Materials science","score_opus":0.041548736983202966,"score_gpt":0.3220556347395533,"score_spread":0.2805068977563503,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3202424509","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97997576,0.000045297642,0.013250992,0.00014222055,0.000027850678,0.000053960146,0.00074508647,0.0005619211,0.005196906],"genre_scores_gemma":[0.99182117,0.000030203948,0.0064978283,0.000020073385,0.0000034197906,0.000038989234,0.00043423538,0.000058422032,0.0010956973],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999818,0.000026973708,0.00001372251,0.000030330364,0.00006950878,0.000041546296],"domain_scores_gemma":[0.9993024,0.0003349269,0.000050762766,0.00010552017,0.00015751319,0.000048884787],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047493033,0.00056068006,0.00045387095,0.0005637482,0.0005071493,0.0006333593,0.0011109896,0.0009240928,0.002686103],"category_scores_gemma":[0.001718343,0.00021089855,0.00040377048,0.0003311596,0.00079462666,0.0004295447,0.0006369177,0.0007209823,0.0003168209],"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":[0.00029343247,0.0002536179,0.015900327,0.00021018967,0.000034299108,0.0007918036,0.00043145398,0.9346782,0.027645472,0.0027692844,0.0011084529,0.015883511],"study_design_scores_gemma":[0.000021764055,0.00012455157,0.0025970812,0.000018521823,0.000007358582,0.00003695376,0.00018472438,0.983479,0.012257815,0.00039335195,0.00086592376,0.000012942974],"about_ca_topic_score_codex":0.019186804,"about_ca_topic_score_gemma":0.017101405,"teacher_disagreement_score":0.019186804,"about_ca_system_score_codex":0.00060935895,"about_ca_system_score_gemma":0.0010013325,"threshold_uncertainty_score":0.03815025},"labels":[],"label_agreement":null},{"id":"W4212881352","doi":"10.1680/jgere.22.00003","title":"Discussion: Validation of computational liquefaction for tailings: Tar Island slump","year":2022,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Tailings; Slump; Liquefaction; tar (computing); Geology; Geotechnical engineering; Environmental science; Mining engineering; Petroleum engineering; Engineering; Materials science; Computer science; Metallurgy","score_opus":0.0372061196132628,"score_gpt":0.31418210609617064,"score_spread":0.27697598648290783,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4212881352","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.781084,0.00040802406,0.07737838,0.03227023,0.0033125004,0.0006695708,0.008972062,0.006393247,0.08951198],"genre_scores_gemma":[0.9490767,0.00024243283,0.03280499,0.0031503744,0.00023367474,0.0002174678,0.0027683887,0.0007679742,0.010737967],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99855727,0.00031953945,0.000095847856,0.00023226181,0.0006591074,0.0001360372],"domain_scores_gemma":[0.9909871,0.0039672228,0.00024076195,0.0012158749,0.0033292056,0.00025987875],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004216711,0.00085847883,0.0007762468,0.0005046639,0.0020301773,0.002634409,0.0036709146,0.0036805137,0.0140617695],"category_scores_gemma":[0.016401155,0.0003008767,0.0013181838,0.000572081,0.001606664,0.002917669,0.0013302319,0.002283844,0.00220118],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002618846,0.0008446477,0.040333368,0.0010393575,0.00029909,0.001047432,0.0015701855,0.70572096,0.04691066,0.012264456,0.084524654,0.1028264],"study_design_scores_gemma":[0.0007136518,0.0006589634,0.017844316,0.00040119683,0.00017358782,0.00019321548,0.0021513004,0.8459867,0.0870472,0.00647965,0.038137376,0.00021279644],"about_ca_topic_score_codex":0.048189618,"about_ca_topic_score_gemma":0.028723875,"teacher_disagreement_score":0.048189618,"about_ca_system_score_codex":0.0013282014,"about_ca_system_score_gemma":0.0029504336,"threshold_uncertainty_score":0.09581822},"labels":[],"label_agreement":null},{"id":"W4281664601","doi":"10.1680/jgere.22.00011","title":"A simplified method to predict failure of sands under general cyclic simple shear loading","year":2022,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Shear (geology); Simple shear; Geotechnical engineering; Yield (engineering); Structural engineering; Direct shear test; Test data; Mathematics; Geology; Materials science; Engineering; Composite material","score_opus":0.04325672213076101,"score_gpt":0.34353511436382095,"score_spread":0.30027839223305997,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281664601","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.114131376,0.00015814485,0.8802013,0.000061607716,0.00003249543,0.00018093034,0.0010149915,0.0022568041,0.001962298],"genre_scores_gemma":[0.7398727,0.0003420898,0.25432813,0.000056645826,0.00004281882,0.00032142646,0.0015028327,0.00019601765,0.0033372613],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993787,0.00012281128,0.000032385746,0.00012296,0.00031041505,0.000032598564],"domain_scores_gemma":[0.99850607,0.00070255005,0.00028348778,0.00015442613,0.00031689293,0.000036539313],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00075948925,0.00115656,0.0008167408,0.0019302545,0.0002484645,0.00044564786,0.0010171967,0.00047854034,0.0031553858],"category_scores_gemma":[0.0043049175,0.00039781412,0.00086156913,0.00084474223,0.000283823,0.000612815,0.00055601785,0.00052341184,0.0009569018],"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":[0.00024869127,0.00016007225,0.01718225,0.000258075,0.00016444796,0.00015036463,0.00006292507,0.80162984,0.029365087,0.0018583914,0.0015565257,0.14736328],"study_design_scores_gemma":[0.000010007986,0.0000982146,0.00889045,0.00000784279,0.00002766194,0.00006330051,0.000010194131,0.986628,0.0030070196,0.0004200891,0.000803528,0.00003369366],"about_ca_topic_score_codex":0.013370288,"about_ca_topic_score_gemma":0.016982164,"teacher_disagreement_score":0.013370288,"about_ca_system_score_codex":0.00051859056,"about_ca_system_score_gemma":0.0009791963,"threshold_uncertainty_score":0.026584923},"labels":[],"label_agreement":null},{"id":"W4293173296","doi":"10.1680/jgere.22.00017","title":"Shear characteristics of the rock/cemented tailings interface exposed to sulfate attack","year":2022,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Sulfate; Tailings; Shear (geology); Direct shear test; Geotechnical engineering; Materials science; Cementitious; Composite material; Geology; Metallurgy; Cement","score_opus":0.07462474603577654,"score_gpt":0.31948316594722126,"score_spread":0.24485841991144472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293173296","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989888,0.00018355894,0.00042246806,0.000005576073,0.0000056788813,0.00000614566,0.0001126076,0.000012140739,0.0002629809],"genre_scores_gemma":[0.9987206,0.0001279552,0.0003187644,0.000012345054,0.000003878165,0.0000077391405,0.00017068037,0.000007624789,0.0006303523],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973816,0.00002658,0.000027668444,0.00004479726,0.00011194751,0.00005084528],"domain_scores_gemma":[0.99930215,0.0001581957,0.00021504215,0.000040881583,0.0002034183,0.000080239675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003622848,0.00038608917,0.0002765257,0.00062682113,0.00025347833,0.00033044652,0.00021079459,0.0004574506,0.0020667277],"category_scores_gemma":[0.0004904094,0.00019481518,0.0002747906,0.00036771607,0.000363765,0.00034199402,0.0002565623,0.00053895306,0.00032737543],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002872474,0.000025141466,0.004016829,0.0000390285,0.000008884819,0.00012186273,0.00017325836,0.00023100796,0.99317604,0.000032254185,0.000026233023,0.0018622404],"study_design_scores_gemma":[0.0000092188275,0.00096780696,0.07456108,0.000016375263,0.00003180664,0.00018840597,0.00065004366,0.0015540974,0.92121905,0.000045943085,0.00073434593,0.000021789596],"about_ca_topic_score_codex":0.0010558572,"about_ca_topic_score_gemma":0.0014545594,"teacher_disagreement_score":0.0020667277,"about_ca_system_score_codex":0.00017037544,"about_ca_system_score_gemma":0.00013495608,"threshold_uncertainty_score":0.0069139004},"labels":[],"label_agreement":null},{"id":"W4319972850","doi":"10.1680/jgere.22.00060","title":"Analysis of a landslide in sensitive clays using the material point method","year":2023,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Landslide; Geology; Finite element method; Geotechnical engineering; Displacement (psychology); Failure mechanism; Material point method; Point (geometry); Kinematics; Slope failure; Deformation (meteorology); Magnitude (astronomy); Displacement field; Structural engineering; Engineering; Geometry; Mathematics","score_opus":0.06570608168876226,"score_gpt":0.40224972488268507,"score_spread":0.3365436431939228,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319972850","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5128419,0.00026479305,0.48195887,0.00004640595,0.000019348496,0.000100933554,0.00042604175,0.0004968057,0.0038449254],"genre_scores_gemma":[0.91501635,0.0001447525,0.082840405,0.0000092256,0.0000057619786,0.000057567082,0.00024438018,0.000025977875,0.0016556063],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999088,0.000011088999,0.000004043359,0.000014187482,0.00004947764,0.000012347476],"domain_scores_gemma":[0.9998796,0.000033389235,0.000025441748,0.000009606172,0.00004644814,0.0000054929315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019550443,0.00040555233,0.00027714358,0.0011600925,0.00023971681,0.00032539642,0.00046741444,0.0003873932,0.0010498905],"category_scores_gemma":[0.00037755512,0.00016294944,0.00031166238,0.00063843286,0.00023156052,0.00018750541,0.00022392905,0.00020034578,0.00028068584],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001349038,0.000104771425,0.035756025,0.00027772904,0.00008160236,0.0006594608,0.000245435,0.65968394,0.1320907,0.0031253072,0.0005930251,0.16724713],"study_design_scores_gemma":[0.0000046637174,0.00005426208,0.017973645,0.0000094744155,0.000008800069,0.000090432964,0.00006751615,0.9749978,0.005798248,0.00034694132,0.0006346449,0.000013512195],"about_ca_topic_score_codex":0.0267023,"about_ca_topic_score_gemma":0.030451111,"teacher_disagreement_score":0.0267023,"about_ca_system_score_codex":0.00044096258,"about_ca_system_score_gemma":0.00070561835,"threshold_uncertainty_score":0.05309373},"labels":[],"label_agreement":null},{"id":"W4402676716","doi":"10.1680/jgere.24.00008","title":"Results of a dilatancy round robin","year":2024,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Klohn Crippen Berger (Canada); BGC Engineering (Canada)","funders":"Freeport-McMoRan Foundation","keywords":"Dilatant; Geology; Geotechnical engineering","score_opus":0.04741213687736821,"score_gpt":0.3525718989671578,"score_spread":0.30515976208978957,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402676716","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9376445,0.00033211638,0.036312878,0.00021265565,0.00013040318,0.0019997023,0.0029698836,0.0007508544,0.019646967],"genre_scores_gemma":[0.9037593,0.00022353709,0.04766309,0.0003771917,0.0000495221,0.0012048351,0.003983274,0.00048194284,0.04225726],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99245536,0.001944796,0.0004279928,0.0017134127,0.002584058,0.0008743318],"domain_scores_gemma":[0.9802757,0.005758235,0.00124161,0.0035418242,0.008129645,0.0010529852],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.007613381,0.0007389347,0.0011439746,0.0013644067,0.0012652634,0.0007872817,0.0011986517,0.0010084872,0.009593165],"category_scores_gemma":[0.009718058,0.0003219349,0.001043908,0.0009799681,0.0008063649,0.00062323676,0.0017266046,0.0008188054,0.0048920936],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007643731,0.00415669,0.0337756,0.0005559315,0.00016166638,0.0011917603,0.0073456615,0.005905978,0.7189409,0.0022516942,0.00433073,0.21373975],"study_design_scores_gemma":[0.0002030571,0.023246335,0.16709092,0.000059200724,0.00026615427,0.0011451198,0.0040677274,0.0073690964,0.7530704,0.0012315947,0.041865088,0.00038524737],"about_ca_topic_score_codex":0.003284116,"about_ca_topic_score_gemma":0.0028119483,"teacher_disagreement_score":0.009593165,"about_ca_system_score_codex":0.000908436,"about_ca_system_score_gemma":0.00074796274,"threshold_uncertainty_score":0.04026383},"labels":[],"label_agreement":null},{"id":"W4402677282","doi":"10.1680/jgere.23.00073","title":"On stress ratio equations in three-dimensional stress space for modelling soil behaviour","year":2024,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Soil, Finite Element Methods","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":"Hudbay Minerals (Canada); University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stress (linguistics); Space (punctuation); Stress space; Geotechnical engineering; Mathematics; Geology; Computer science; Engineering; Structural engineering; Finite element method; Constitutive equation; Philosophy","score_opus":0.15132247525792378,"score_gpt":0.41253271165119954,"score_spread":0.2612102363932758,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402677282","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":[0.0035591868,0.00073729706,0.98864764,0.00011472668,0.00008796433,0.00008105308,0.00010335928,0.00015282491,0.0065159663],"genre_scores_gemma":[0.17144433,0.00465406,0.7964738,0.0004266138,0.00030251424,0.00086951116,0.0005702138,0.0006410716,0.024617855],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993773,0.0002234852,0.000059595626,0.00007204363,0.00024119318,0.000026387908],"domain_scores_gemma":[0.99924976,0.00033385277,0.00009075575,0.000077834244,0.0002283946,0.000019465078],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016513955,0.0010788784,0.0006476809,0.0013948587,0.00039967347,0.0010370639,0.0016674736,0.0011582931,0.004476023],"category_scores_gemma":[0.0033186814,0.00036225683,0.0011684891,0.0017148064,0.0011128384,0.0022401367,0.0010684859,0.0019790998,0.0026919025],"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":[0.00003000173,0.00007726291,0.0011560124,0.00036673518,0.000032443066,0.00021795095,0.00043607425,0.33784297,0.016674686,0.5410978,0.005436605,0.09663149],"study_design_scores_gemma":[0.0000075812845,0.00005104293,0.00038407062,0.00008599571,0.000012729277,0.00011655475,0.00004850373,0.9138357,0.0020596557,0.065149054,0.018217623,0.000031447027],"about_ca_topic_score_codex":0.0024628383,"about_ca_topic_score_gemma":0.0024229093,"teacher_disagreement_score":0.004476023,"about_ca_system_score_codex":0.00070281344,"about_ca_system_score_gemma":0.0007897034,"threshold_uncertainty_score":0.01497376},"labels":[],"label_agreement":null},{"id":"W4403185494","doi":"10.1680/jgere.23.00072","title":"Evaluation of state parameter interpretation methods using CPT calibration chamber data","year":2024,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Calibration; Interpretation (philosophy); State (computer science); Environmental science; Remote sensing; Mathematics; Soil science; Geology; Computer science; Biological system; Statistics; Algorithm; Programming language; Biology","score_opus":0.33301121420505375,"score_gpt":0.5194831690156667,"score_spread":0.18647195481061296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403185494","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82730836,0.00056543265,0.16585638,0.000065223394,0.00004868552,0.00043086032,0.0013948929,0.0010998617,0.0032303296],"genre_scores_gemma":[0.8823046,0.0003105513,0.1153666,0.000020367897,0.0000145947,0.00020719676,0.0009956576,0.000111387366,0.00066903647],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9953461,0.0014235221,0.00041827292,0.00055936066,0.0021085555,0.00014410556],"domain_scores_gemma":[0.98280257,0.008668549,0.0015514968,0.0018490806,0.0049651186,0.00016323285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0050980602,0.0009247534,0.0004689041,0.0025984847,0.00034143662,0.0008414957,0.0010100073,0.00055146276,0.0009935166],"category_scores_gemma":[0.017354272,0.0002512232,0.0004052677,0.002063967,0.00026869154,0.0006429486,0.0006411432,0.00028214755,0.00032481962],"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":[0.0020011931,0.0007006582,0.132192,0.0006844484,0.00026048196,0.00033314893,0.0011165106,0.10600414,0.20738153,0.0010562869,0.0013539433,0.5469156],"study_design_scores_gemma":[0.00013767258,0.0031887428,0.20242131,0.00014322101,0.00027167794,0.0010113268,0.00094284554,0.37548846,0.40768337,0.00071300287,0.007712033,0.0002863294],"about_ca_topic_score_codex":0.0029659914,"about_ca_topic_score_gemma":0.0046681436,"teacher_disagreement_score":0.0050980602,"about_ca_system_score_codex":0.0006389137,"about_ca_system_score_gemma":0.0004637732,"threshold_uncertainty_score":0.026961446},"labels":[],"label_agreement":null},{"id":"W4416948001","doi":"10.1680/jgere.24.00054","title":"Effect of voids on soil-nailed wall performance; a numerical study","year":2025,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Void (composites); Deformation (meteorology); Horizontal and vertical; Surface (topology); Computer simulation","score_opus":0.0166842746724812,"score_gpt":0.3279323590400778,"score_spread":0.3112480843675966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416948001","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957741,0.000047045956,0.0028806683,0.000009490778,0.0000069125745,0.000007361022,0.000056568642,0.000049544073,0.001168241],"genre_scores_gemma":[0.99894947,0.000023529596,0.0007472276,0.000002055156,6.8688666e-7,0.000003033008,0.000022015503,0.000004565733,0.00024737176],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998449,0.000025003961,0.000012472513,0.000024180694,0.000044447672,0.000048949685],"domain_scores_gemma":[0.99929154,0.00036448493,0.0001343992,0.000072143106,0.00007145196,0.00006594238],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032947544,0.00028180936,0.0004186779,0.0004432068,0.0003002105,0.00061631564,0.00031375972,0.0006096055,0.0011796706],"category_scores_gemma":[0.0010647111,0.00017745253,0.00032063466,0.0004183779,0.0006552509,0.00033984566,0.0003894314,0.00019610896,0.00012879583],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025557718,0.00017905676,0.019279579,0.00012777951,0.0000384347,0.0006803118,0.00012662272,0.9307843,0.037876777,0.00046167328,0.00016967683,0.010020123],"study_design_scores_gemma":[0.00001944227,0.0003841762,0.01533702,0.000025338502,0.00003369215,0.0001596907,0.00024970932,0.96588904,0.017262371,0.00023323619,0.0003760619,0.00003022023],"about_ca_topic_score_codex":0.0033672927,"about_ca_topic_score_gemma":0.0030159126,"teacher_disagreement_score":0.0033672927,"about_ca_system_score_codex":0.0002529829,"about_ca_system_score_gemma":0.0003031647,"threshold_uncertainty_score":0.0066953897},"labels":[],"label_agreement":null},{"id":"W7105601887","doi":"10.1680/jgere.25.00015","title":"Cadia dam: a critical state view of residual soil behaviour","year":2025,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Residual; Cohesion (chemistry); Slump; Soil water; Brittleness; Soil mechanics; Critical state soil mechanics","score_opus":0.03522309834792079,"score_gpt":0.3545495757770286,"score_spread":0.3193264774291078,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7105601887","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":[0.12035742,0.002350036,0.79354095,0.0020182761,0.0002032445,0.00010251998,0.000544338,0.00076711166,0.08011609],"genre_scores_gemma":[0.92889756,0.0015162922,0.05762215,0.00022714546,0.00013811364,0.0001068663,0.00016720328,0.0001721756,0.01115258],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.9997706,0.000030332452,0.0000126927625,0.000058288064,0.000095002455,0.00003314225],"domain_scores_gemma":[0.9996308,0.0000883705,0.000055878703,0.0000604285,0.00012842954,0.000036013927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048851885,0.00059229013,0.00045746547,0.0017428178,0.00045230272,0.0020895933,0.0015466139,0.00097089,0.002405259],"category_scores_gemma":[0.0009423452,0.0003953816,0.0004987058,0.0005075161,0.003083242,0.0022735319,0.0007647229,0.0013497696,0.00030582264],"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":[0.000053472886,0.000050386083,0.0023747806,0.00020110504,0.000033844815,0.00034004642,0.00064115133,0.1068211,0.010396354,0.8568593,0.0022945593,0.019933905],"study_design_scores_gemma":[0.00002068923,0.00010923007,0.0043250243,0.00009170836,0.00003407705,0.00041806523,0.00020071458,0.52899265,0.0042594513,0.4363612,0.02509611,0.00009101308],"about_ca_topic_score_codex":0.0064846836,"about_ca_topic_score_gemma":0.0041108974,"teacher_disagreement_score":0.0064846836,"about_ca_system_score_codex":0.0017816552,"about_ca_system_score_gemma":0.0006438497,"threshold_uncertainty_score":0.012926877},"labels":[],"label_agreement":null},{"id":"W7117529397","doi":"10.1680/jgere.23.00059","title":"Seismic response of hollow fibre-reinforced polymer (FRP) piles in soft clay using shaking table tests","year":2025,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Earthquake shaking table; Foundation (evidence); Fibre-reinforced plastic; Stiffness; Shear (geology); Kinematics; Composite number; Seismic analysis","score_opus":0.04390051080814471,"score_gpt":0.35277318888195514,"score_spread":0.3088726780738104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117529397","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99946743,0.0000136184635,0.00035810462,0.0000018661343,0.0000012021077,0.0000034210325,0.000018619843,0.0000064368405,0.00012928985],"genre_scores_gemma":[0.9993698,0.000022768225,0.000307052,0.0000022842987,6.489862e-7,0.0000023263865,0.00003141377,0.0000016237017,0.0002622088],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998356,0.00001790368,0.00000788356,0.000028941255,0.000071756636,0.000037934347],"domain_scores_gemma":[0.9997757,0.00005032454,0.00006634153,0.000014175937,0.000040730738,0.000052713815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015242377,0.00036688903,0.00020333623,0.00033262427,0.0001639747,0.00016584812,0.0001508987,0.00025774236,0.00076496927],"category_scores_gemma":[0.00031889728,0.00016882781,0.00019242078,0.00023406239,0.00029496048,0.00021333458,0.00027280953,0.00015747425,0.0001693941],"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":[0.0004114534,0.000028350469,0.003940308,0.000045449753,0.000008832829,0.00020229358,0.00010521068,0.0017730301,0.99118537,0.000013604623,0.000015204128,0.0022708718],"study_design_scores_gemma":[0.00002138994,0.0034626005,0.1279196,0.000014896897,0.000045872897,0.0005010245,0.00072928076,0.012316758,0.85431606,0.00004587469,0.0005945955,0.000032011863],"about_ca_topic_score_codex":0.001147788,"about_ca_topic_score_gemma":0.0027339803,"teacher_disagreement_score":0.001147788,"about_ca_system_score_codex":0.00015015865,"about_ca_system_score_gemma":0.00012662844,"threshold_uncertainty_score":0.0025590658},"labels":[],"label_agreement":null}]}