{"meta":{"query_hash":"1efebe829bdf","filters":{"venue":"Geo-Chicago 2016"},"cohort_total":28,"direct_labels_cover":0,"predictions_cover":28,"exported":28,"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/1efebe829bdf","api":"https://metacan.xera.ac/api/v1/cohort?venue=Geo-Chicago+2016"},"results":[{"id":"W2507291194","doi":"10.1061/9780784480120.071","title":"How Ground Improvement Contributes to the Green Building Movement","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Recycled Aggregate Concrete Performance","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":"123 Certification (Canada)","funders":"","keywords":"Carbon footprint; Foundation (evidence); Calculator; Pile; Civil engineering; Green building; Footprint; Engineering; Environmental science; Environmental economics; Architectural engineering; Computer science; Greenhouse gas; Geotechnical engineering; Geology","score_opus":0.0063094346311692055,"score_gpt":0.19051651034903913,"score_spread":0.18420707571786993,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2507291194","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5596462,0.000625058,0.0113727525,0.009322513,0.00010465491,0.000080113175,0.00006136974,0.00014506801,0.41864225],"genre_scores_gemma":[0.98870754,0.0002744456,0.0021913268,0.00019968874,0.000022159873,0.0000075310445,0.000019953482,0.000025667907,0.008551838],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99693006,0.0013717856,0.00003818218,0.00016561685,0.000655733,0.0008386853],"domain_scores_gemma":[0.9979837,0.00059299363,0.00036509,0.00025127805,0.00036961067,0.0004372204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021451805,0.000272247,0.00015194304,0.0014429559,0.0017402795,0.004758805,0.0005855045,0.0008321802,0.0106096035],"category_scores_gemma":[0.004205084,0.00011281727,0.00025497458,0.001336105,0.004297606,0.002459669,0.004202114,0.0006852915,0.00081355573],"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":[0.00017738255,0.00067827245,0.08693707,0.00021670281,0.00008383426,0.00070105994,0.0085183345,0.015872966,0.002682566,0.42931038,0.011308645,0.4435127],"study_design_scores_gemma":[0.00008424885,0.0010773799,0.24240589,0.000639504,0.00013599,0.0004692799,0.05261074,0.015551794,0.0053838594,0.3033212,0.37821746,0.00010263645],"about_ca_topic_score_codex":0.009760034,"about_ca_topic_score_gemma":0.021192946,"teacher_disagreement_score":0.0106096035,"about_ca_system_score_codex":0.0029609082,"about_ca_system_score_gemma":0.0029786017,"threshold_uncertainty_score":0.03549266},"labels":[],"label_agreement":null},{"id":"W2507955485","doi":"10.1061/9780784480120.068","title":"Impacts of the Design Methods of Drilled Shafts in Sand on the Environment","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Parametric statistics; Homogeneous; Environmental impact assessment; Parametric design; Geotechnical engineering; Life-cycle assessment; Environmental science; Geology; Engineering; Petroleum engineering; Civil engineering; Mathematics","score_opus":0.011939641158452398,"score_gpt":0.225851589797989,"score_spread":0.2139119486395366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2507955485","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8274496,0.00088539306,0.16628903,0.00007010989,0.000059861835,0.00032208412,0.00016963205,0.00029389618,0.0044603595],"genre_scores_gemma":[0.90576476,0.00028901495,0.092750646,0.000015945227,0.000007587686,0.00012138168,0.00005964809,0.00005621264,0.0009349022],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9959954,0.0017505927,0.0005425059,0.00027840323,0.0012501117,0.00018298463],"domain_scores_gemma":[0.9903853,0.0050626053,0.0020474272,0.0011482211,0.001189198,0.00016712406],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0027677575,0.0011780368,0.00053713174,0.0010464735,0.00028819704,0.0009790452,0.00063294923,0.0005769771,0.0012118523],"category_scores_gemma":[0.010284854,0.0007051324,0.00042752872,0.0004958253,0.00062316674,0.00049564574,0.0006132191,0.00037987204,0.00036938483],"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":[0.003406816,0.0005992783,0.058468547,0.0023907642,0.00028935738,0.00096631766,0.00093610684,0.39365953,0.26192442,0.0031671557,0.00047711312,0.2737147],"study_design_scores_gemma":[0.00072626676,0.01844724,0.16123264,0.0006119455,0.0007305905,0.004166817,0.0019368998,0.32260108,0.46323696,0.0038481005,0.021968357,0.0004931641],"about_ca_topic_score_codex":0.0007378092,"about_ca_topic_score_gemma":0.0019247229,"teacher_disagreement_score":0.0027677575,"about_ca_system_score_codex":0.0005932313,"about_ca_system_score_gemma":0.0005744786,"threshold_uncertainty_score":0.01463747},"labels":[],"label_agreement":null},{"id":"W2508429587","doi":"10.1061/9780784480144.014","title":"Estimation of Landfill Methane Emissions Using Stochastic Search","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","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":"Nuclear Waste Management Organization","funders":"","keywords":"Methane; Methane emissions; Environmental science; Municipal solid waste; Atmospheric dispersion modeling; Dispersion (optics); Environmental engineering; Landfill gas; Greenhouse gas; Atmospheric methane; Waste management; Air pollution; Engineering; Chemistry; Geology","score_opus":0.0239044729026581,"score_gpt":0.27981292848765293,"score_spread":0.2559084555849948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2508429587","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":[0.37892196,0.0004187893,0.61670256,0.00020390452,0.000013283014,0.00007299564,0.00018035264,0.00044063712,0.0030455065],"genre_scores_gemma":[0.9565413,0.000119458105,0.04244225,0.000017561624,0.0000070266024,0.0000727091,0.00013524685,0.000013320587,0.0006510878],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997366,0.00011937194,0.000012530389,0.000036150912,0.00006946177,0.000025918938],"domain_scores_gemma":[0.99918205,0.00058022916,0.00013424346,0.000020485531,0.000063384316,0.000019650866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006287921,0.0004905643,0.0006226404,0.0009088693,0.00022123576,0.00049860595,0.000432001,0.00068514684,0.00046226502],"category_scores_gemma":[0.002050325,0.00034182012,0.00045700825,0.000687508,0.00036977587,0.00035979477,0.00038897336,0.00026694706,0.00006905062],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013024199,0.0000067550545,0.00044211422,0.000005626888,0.000009138334,0.0000059952717,0.0000023899727,0.9963205,0.0001875677,0.00044353257,0.000025067931,0.0025383246],"study_design_scores_gemma":[0.0000027817107,0.000005670281,0.00011841329,9.4573556e-7,0.0000011523083,0.0000014076,0.0000013617268,0.9994993,0.000098486984,0.00024762578,0.00002177718,9.4846604e-7],"about_ca_topic_score_codex":0.018268326,"about_ca_topic_score_gemma":0.0129962275,"teacher_disagreement_score":0.018268326,"about_ca_system_score_codex":0.0008773939,"about_ca_system_score_gemma":0.0014104572,"threshold_uncertainty_score":0.036323965},"labels":[],"label_agreement":null},{"id":"W2508492183","doi":"10.1061/9780784480137.038","title":"Design Charts for Laterally-Loaded Rigid Monopiles in Multilayered Elastic Soil","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Geology; Geotechnical engineering; Materials science; Structural engineering; Engineering","score_opus":0.013890488592218125,"score_gpt":0.20181384393635451,"score_spread":0.1879233553441364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2508492183","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08265062,0.00040788186,0.8919702,0.00009419941,0.000053609,0.000120292054,0.00018714128,0.0011249495,0.023391105],"genre_scores_gemma":[0.8627303,0.00061482127,0.122854955,0.00004526558,0.000031124553,0.00023070247,0.00015470621,0.00019693661,0.013141153],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999858,0.00003225314,0.0000057279153,0.000014826932,0.00007115896,0.000017987635],"domain_scores_gemma":[0.99976045,0.0000728276,0.00006703897,0.000020090509,0.00006710127,0.0000125736615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002900057,0.0006073033,0.0002935919,0.00073374034,0.00021247752,0.00060454226,0.00036263018,0.00030106664,0.005715557],"category_scores_gemma":[0.00058385107,0.00017009057,0.0002230101,0.0002448801,0.0003167167,0.00024606363,0.00030686386,0.00026441275,0.00092451106],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001411768,0.000052362855,0.0010899382,0.00028427303,0.000017983073,0.000427534,0.00023178653,0.7018067,0.11225836,0.039876964,0.0036868127,0.14012606],"study_design_scores_gemma":[0.000020343794,0.00034551977,0.0014784549,0.000064959495,0.000019981786,0.00026345075,0.00010148411,0.94564927,0.027425509,0.00866402,0.015924854,0.000042149502],"about_ca_topic_score_codex":0.0007486331,"about_ca_topic_score_gemma":0.00088655215,"teacher_disagreement_score":0.005715557,"about_ca_system_score_codex":0.00046630614,"about_ca_system_score_gemma":0.00032100352,"threshold_uncertainty_score":0.019120395},"labels":[],"label_agreement":null},{"id":"W2509060893","doi":"10.1061/9780784480137.015","title":"Settlement Response of a Geothermal Energy Pile Group in Sand","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Geothermal Energy Systems and Applications","field":"Energy","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":"Pile; Geotechnical engineering; Geothermal gradient; Geothermal energy; Finite element method; Settlement (finance); Stress (linguistics); Displacement (psychology); Structural engineering; Geology; Thermal; Engineering; Computer science","score_opus":0.009093229324891448,"score_gpt":0.22000591812618964,"score_spread":0.21091268880129818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2509060893","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987821,0.00001144067,0.0003172376,0.000006715958,0.0000023563316,0.0000040865743,0.00005052711,0.000022537592,0.0008029384],"genre_scores_gemma":[0.99909496,0.000011189357,0.00016237769,0.0000025717288,3.7385493e-7,0.000001907294,0.000046137946,0.0000022934548,0.0006781358],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998952,0.0000063472357,0.0000057292705,0.00002050465,0.00003837508,0.00003385504],"domain_scores_gemma":[0.9998596,0.000028391798,0.0000270162,0.000015318255,0.000041985615,0.000027637387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000082934144,0.00036060193,0.00028034885,0.0004993806,0.0003454768,0.0004281968,0.0003118624,0.00047812998,0.0021056142],"category_scores_gemma":[0.00022373379,0.00022578136,0.0003231061,0.0003589761,0.00054863817,0.00017594342,0.0003253679,0.00020813696,0.00033586094],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001192929,0.00022713686,0.07610772,0.00023156394,0.0001079484,0.0028169586,0.000985682,0.33319637,0.57019794,0.0006433178,0.0006369807,0.013655428],"study_design_scores_gemma":[0.000055583965,0.000974443,0.36307067,0.000036795842,0.00014561723,0.0007926515,0.0045814835,0.414609,0.21287514,0.0004713986,0.0022795382,0.00010769737],"about_ca_topic_score_codex":0.014215655,"about_ca_topic_score_gemma":0.02571197,"teacher_disagreement_score":0.014215655,"about_ca_system_score_codex":0.0005705003,"about_ca_system_score_gemma":0.0003212641,"threshold_uncertainty_score":0.028265834},"labels":[],"label_agreement":null},{"id":"W2509177092","doi":"10.1061/9780784480144.058","title":"The Use of Filter Press Tests in Soil-Bentonite Slurry Trench Construction","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Geotechnical Engineering and Underground Structures","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":"Kensington Health","funders":"","keywords":"Slurry; Trench; Bentonite; Geotechnical engineering; Filter cake; Permeability (electromagnetism); Filter press; Geology; Filter (signal processing); Materials science; Environmental science; Composite material; Engineering; Environmental engineering; Electrical engineering; Chemistry","score_opus":0.014566579790192177,"score_gpt":0.19973356029736436,"score_spread":0.18516698050717217,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2509177092","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9599213,0.00082521164,0.034406185,0.000082126135,0.000053396176,0.00030206138,0.00022319345,0.0001793964,0.0040071774],"genre_scores_gemma":[0.9671641,0.00037069066,0.030318953,0.000054831697,0.000007785916,0.00010137521,0.00020042299,0.000036545713,0.0017451845],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9972007,0.000739407,0.00028059617,0.00037518423,0.0012806464,0.00012351443],"domain_scores_gemma":[0.9947313,0.001697999,0.0015210708,0.00048939534,0.0014268815,0.00013337174],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017897459,0.0005537682,0.0003228493,0.00078783516,0.00047997915,0.00094251713,0.00080155063,0.00071126764,0.00071706384],"category_scores_gemma":[0.004159843,0.0003954268,0.0003170091,0.0008587873,0.00056325697,0.0005867738,0.0006303095,0.0006607059,0.00028204214],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005389811,0.000355269,0.04369299,0.00041932755,0.000055407356,0.0004260911,0.0007059111,0.0018204566,0.9123368,0.00019236942,0.00016984653,0.039286442],"study_design_scores_gemma":[0.00001970889,0.0034251187,0.09063101,0.000056878405,0.00008213158,0.0006346368,0.0005163018,0.0025199184,0.89747757,0.000103342165,0.004480834,0.000052527423],"about_ca_topic_score_codex":0.0025104792,"about_ca_topic_score_gemma":0.010771319,"teacher_disagreement_score":0.0025104792,"about_ca_system_score_codex":0.0005512108,"about_ca_system_score_gemma":0.0005203349,"threshold_uncertainty_score":0.009465218},"labels":[],"label_agreement":null},{"id":"W2509318022","doi":"10.1061/9780784480137.034","title":"Review of the Reclamation Techniques for Acid-Generating Mine Wastes upon Closure of Disposal Sites","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Mine drainage and remediation techniques","field":"Environmental Science","cited_by":67,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue; Natural Sciences and Engineering Research Council of Canada","funders":"","keywords":"Acid mine drainage; Tailings; Land reclamation; Limiting; Environmental science; Waste management; Closure (psychology); Waste disposal; Drainage; Mining engineering; Environmental engineering; Engineering; Environmental chemistry; Chemistry","score_opus":0.010211024546623183,"score_gpt":0.24625104658024166,"score_spread":0.23604002203361849,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2509318022","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":[0.001021642,0.9945511,0.0011133717,0.0001499988,0.00030259351,0.000019745223,0.00006885584,0.000017004606,0.0027556121],"genre_scores_gemma":[0.0026584289,0.99341327,0.0014778334,0.00012328138,0.00020103967,0.000018489327,0.000093710565,0.000006073906,0.0020079135],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997359,0.000036921007,0.000053120835,0.000052049683,0.00010197085,0.000019978017],"domain_scores_gemma":[0.9997509,0.00008526776,0.000055812667,0.000010572607,0.0000838502,0.000013624873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032550533,0.0008020484,0.0010150718,0.0026953598,0.00031151294,0.0006851106,0.00066016865,0.00063740474,0.0030496495],"category_scores_gemma":[0.00043395697,0.00033269593,0.0006673173,0.0026642922,0.00022662424,0.0009980923,0.00032420305,0.0005690902,0.0016271732],"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":[0.00010100145,0.00015867408,0.00022338444,0.048861116,0.00017249191,0.00029773306,0.00011265077,0.0009522379,0.016744642,0.0032778855,0.020091353,0.90900683],"study_design_scores_gemma":[0.0000075868916,0.00020655109,0.0016022447,0.0033513336,0.00017314668,0.0011026238,0.000059355698,0.0001691309,0.006234859,0.0008289691,0.9862357,0.000028497567],"about_ca_topic_score_codex":0.0011134206,"about_ca_topic_score_gemma":0.0018413863,"teacher_disagreement_score":0.0030496495,"about_ca_system_score_codex":0.0003820059,"about_ca_system_score_gemma":0.00073370576,"threshold_uncertainty_score":0.01020205},"labels":[],"label_agreement":null},{"id":"W2509837646","doi":"10.1061/9780784480144.037","title":"Evaluation of Limiting Nutrients in a Deep Geological Repository","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Groundwater and Isotope Geochemistry","field":"Earth and Planetary Sciences","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":"Geoscience BC; York University; University of Toronto","funders":"Nuclear Waste Management Organization","keywords":"Bentonite; Nutrient; Limiting; Environmental science; Groundwater; Radioactive waste; Environmental chemistry; Waste management; Chemistry; Geology; Geotechnical engineering; Nuclear chemistry; Engineering","score_opus":0.020386270414099614,"score_gpt":0.22262949996114142,"score_spread":0.20224322954704183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2509837646","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930361,0.0003895828,0.004915308,0.000032027678,0.000008374798,0.00008227455,0.00025776264,0.00006675561,0.0012118848],"genre_scores_gemma":[0.9701716,0.0010554447,0.026156424,0.000043988963,0.0000052329806,0.000100545025,0.00034406225,0.000037485104,0.0020852454],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99940825,0.00007236613,0.000037219495,0.0001172268,0.00028160648,0.00008338477],"domain_scores_gemma":[0.9995732,0.00006489363,0.000079884965,0.000026410527,0.00019995682,0.000055699806],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046877828,0.0005334083,0.0004998332,0.00070991664,0.00040331867,0.0007561309,0.0006515575,0.00046693755,0.00067512505],"category_scores_gemma":[0.000721017,0.00022142041,0.00022939382,0.00055973866,0.00029816758,0.0004035294,0.0006982154,0.0003101498,0.00022258758],"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":[0.00014133703,0.000053707638,0.0066248304,0.00017454792,0.000008563656,0.00014253674,0.00009505404,0.00060068956,0.98268384,0.00008394132,0.00003833322,0.009352546],"study_design_scores_gemma":[0.000010492404,0.0010148481,0.01972011,0.000051073144,0.00005091538,0.00023437008,0.00056753407,0.0034726474,0.97164696,0.00013867425,0.003066542,0.000025678228],"about_ca_topic_score_codex":0.010036409,"about_ca_topic_score_gemma":0.034665536,"teacher_disagreement_score":0.010036409,"about_ca_system_score_codex":0.0008412336,"about_ca_system_score_gemma":0.0011638817,"threshold_uncertainty_score":0.019955993},"labels":[],"label_agreement":null},{"id":"W2510165560","doi":"10.1061/9780784480144.043","title":"Hydraulic Conductivity of Bentonite-Polymer Geosynthetic Clay Liners in Coal Combustion Product Leachates","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"U.S. Environmental Protection Agency","keywords":"Leachate; Hydraulic conductivity; Bentonite; Geosynthetic clay liner; Materials science; Conductivity; Coal; Geotechnical engineering; Composite material; Chemistry; Waste management; Environmental science; Geology; Environmental chemistry; Soil water; Soil science; Engineering","score_opus":0.01208908819361095,"score_gpt":0.22735847166469164,"score_spread":0.21526938347108068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2510165560","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99922395,0.000060423157,0.000401802,0.0000097675975,0.0000012379205,0.0000049861083,0.00008982021,0.000011889949,0.0001962022],"genre_scores_gemma":[0.99874383,0.00007562978,0.0004935867,0.000010694185,9.158922e-7,0.000009760931,0.0000928998,0.0000056118474,0.0005671325],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997533,0.000044148353,0.000024954837,0.000056121564,0.000080652215,0.000040820505],"domain_scores_gemma":[0.9997465,0.000071002374,0.00006422297,0.000012271099,0.000074045005,0.00003192201],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003849741,0.00023335556,0.00017807254,0.00029562943,0.00017979264,0.00031072987,0.0001988135,0.00026739,0.00049803953],"category_scores_gemma":[0.0005410523,0.00012952865,0.00017648513,0.00025592296,0.00025560692,0.00037353238,0.00027504616,0.00019822067,0.000101794816],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016164444,0.000011717662,0.002130876,0.000037471033,0.0000056824933,0.0000340648,0.00008579143,0.00055905414,0.9953956,0.000028846222,0.000013695611,0.0015356097],"study_design_scores_gemma":[0.0000058799696,0.00030893908,0.009837105,0.000007623279,0.000011509676,0.00003773849,0.00019809265,0.0017124234,0.98752594,0.000024660894,0.00031997391,0.000010089239],"about_ca_topic_score_codex":0.002607388,"about_ca_topic_score_gemma":0.004643492,"teacher_disagreement_score":0.002607388,"about_ca_system_score_codex":0.000480493,"about_ca_system_score_gemma":0.00017074314,"threshold_uncertainty_score":0.0051844716},"labels":[],"label_agreement":null},{"id":"W2511516987","doi":"10.1061/9780784480151.027","title":"Effect of Temperatures on the Dynamic Properties of Asphaltic Core for an Earth Dam","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Shear modulus; Geotechnical engineering; Overburden pressure; Shear (geology); Materials science; Core (optical fiber); Levee; Asphalt; Composite material; Geology","score_opus":0.010897925698116886,"score_gpt":0.21370804153513293,"score_spread":0.20281011583701603,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2511516987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993524,0.000092481045,0.00024305655,0.0000060306998,0.0000039152274,0.0000024734932,0.000049189814,0.0000086039645,0.00024186366],"genre_scores_gemma":[0.9994665,0.00004572902,0.00017192356,0.000004067256,0.000001080896,0.0000023889877,0.000044129207,0.000005527075,0.00025874734],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976534,0.000024642113,0.000018301185,0.000043426553,0.00009855285,0.000049732505],"domain_scores_gemma":[0.9994066,0.00017779139,0.00015033517,0.000048594386,0.00014452684,0.0000721371],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018747288,0.00025820057,0.00019990231,0.00018909706,0.0001412297,0.00021300836,0.00013244146,0.00020806871,0.0014207399],"category_scores_gemma":[0.0006643248,0.00019702884,0.00018269852,0.00014784015,0.00023051529,0.00027557928,0.00014490161,0.00026212382,0.00021397932],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00051955925,0.000047860274,0.003169755,0.000048603022,0.000013792607,0.00010025923,0.00008177959,0.0014568884,0.9919681,0.000026104022,0.00004192948,0.0025253145],"study_design_scores_gemma":[0.000004960224,0.00090538006,0.036170978,0.0000050178273,0.000023618924,0.000066303546,0.0001041632,0.0019082304,0.96037835,0.000011245805,0.00040833806,0.00001347326],"about_ca_topic_score_codex":0.0009422133,"about_ca_topic_score_gemma":0.0022560304,"teacher_disagreement_score":0.0014207399,"about_ca_system_score_codex":0.00016127723,"about_ca_system_score_gemma":0.00012829156,"threshold_uncertainty_score":0.004752815},"labels":[],"label_agreement":null},{"id":"W2511680654","doi":"10.1061/9780784480120.018","title":"Cyclic Shear Response of Fraser River Sand Using Cyclic Ring Shear","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shearing (physics); Shear stress; Simple shear; Liquefaction; Shear (geology); Materials science; Geotechnical engineering; Direct shear test; Cyclic stress; Shear rate; Composite material; Geology; Rheology","score_opus":0.010991632695199736,"score_gpt":0.21395002616486827,"score_spread":0.20295839346966854,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2511680654","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989096,0.00015587833,0.0005856159,0.0000071760946,0.0000034213022,0.0000059893023,0.00008603224,0.000016153666,0.00023017055],"genre_scores_gemma":[0.9979411,0.00017611738,0.0011518974,0.000011045867,0.0000025058384,0.000009812918,0.00016248415,0.0000052634823,0.0005397532],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977475,0.000024234494,0.000021112417,0.000059593574,0.000089071764,0.00003126361],"domain_scores_gemma":[0.99965465,0.00007559848,0.00011311915,0.00003402457,0.00009321217,0.000029389477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002923961,0.00036298763,0.00019869563,0.00032868545,0.00016624901,0.00019199634,0.00019982475,0.00018236713,0.0011825603],"category_scores_gemma":[0.00035604046,0.00015976273,0.00015592734,0.00030157974,0.00021610266,0.00019738064,0.0002021699,0.00017758133,0.00012474683],"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":[0.00013195738,0.000012593016,0.004257606,0.000045910892,0.000011413051,0.000051534105,0.00009440323,0.0003298656,0.990888,0.000013814534,0.000025564912,0.0041373847],"study_design_scores_gemma":[0.0000047552585,0.00063013076,0.042676944,0.000008956566,0.000029377978,0.00011189724,0.00020439127,0.0017246706,0.9537859,0.000012995635,0.0007946354,0.000015380658],"about_ca_topic_score_codex":0.001939759,"about_ca_topic_score_gemma":0.00564334,"teacher_disagreement_score":0.9980602,"about_ca_system_score_codex":0.0001890365,"about_ca_system_score_gemma":0.00015408499,"threshold_uncertainty_score":0.00395602},"labels":[],"label_agreement":null},{"id":"W2512285420","doi":"10.1061/9780784480137.029","title":"Field Experiments to Test the Elevated Water Table Concept Combined with a Desulfurized Tailings Cover Layer","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Mine drainage and remediation techniques","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Water table; Environmental science; Sulfide minerals; Saturation (graph theory); Hydrogeology; Acid mine drainage; Environmental engineering; Geology; Mining engineering; Groundwater; Environmental chemistry; Geotechnical engineering; Mineralogy; Chemistry; Pyrite","score_opus":0.007372267812199941,"score_gpt":0.2226214608839622,"score_spread":0.21524919307176227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2512285420","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968321,0.000016907874,0.0021528017,0.000014055604,0.000008616924,0.0002670995,0.00030462525,0.000048302943,0.00035540137],"genre_scores_gemma":[0.9812431,0.00010170814,0.014360393,0.000052651132,0.000008752047,0.00065623043,0.00056863844,0.000015891934,0.0029925276],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99979156,0.000015872583,0.000011708375,0.00007461545,0.000059599013,0.000046675344],"domain_scores_gemma":[0.9995871,0.00007336466,0.000067751505,0.00005384443,0.0001363961,0.00008149292],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000404324,0.00049622153,0.00037552003,0.00021463732,0.0005961114,0.00022438234,0.0006513694,0.0005234388,0.0011573127],"category_scores_gemma":[0.00025859746,0.00015844559,0.00030312422,0.00024403194,0.00039503083,0.00025716994,0.00032249183,0.0005503931,0.00018537557],"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":[0.0004988665,0.00093606894,0.0032029191,0.0001003576,0.000010335659,0.000097187774,0.00018828468,0.0013914253,0.99026614,0.00006224058,0.00010127773,0.003144795],"study_design_scores_gemma":[0.00043778346,0.02230244,0.042466965,0.00001346571,0.00007096219,0.00009139705,0.0004713387,0.006009551,0.92481047,0.00013530739,0.0031574655,0.000032919004],"about_ca_topic_score_codex":0.02071365,"about_ca_topic_score_gemma":0.04144056,"teacher_disagreement_score":0.02071365,"about_ca_system_score_codex":0.0007653805,"about_ca_system_score_gemma":0.0009425522,"threshold_uncertainty_score":0.041186154},"labels":[],"label_agreement":null},{"id":"W2512710899","doi":"10.1061/9780784480137.027","title":"Design, Construction, and Preliminary Results of Two Insulation Covers at the Meadowbank Mine","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Geophysical and Geoelectrical Methods","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":"Agnico Eagle (Canada); Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Environmental science; Thermal insulation; Inert; Geotechnical engineering; Waste management; Mining engineering; Geology; Materials science; Engineering; Metallurgy; Composite material; Chemistry","score_opus":0.017124996739855628,"score_gpt":0.231641059682027,"score_spread":0.21451606294217138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2512710899","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99761105,0.000013811405,0.0018746412,0.000006547463,0.0000040440395,0.00007867914,0.000097800556,0.000031050153,0.0002822861],"genre_scores_gemma":[0.98924327,0.00003930856,0.009367028,0.000013237073,0.000005274813,0.00018094254,0.00028770845,0.000011944349,0.00085133035],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995629,0.000059863338,0.000025847496,0.000117532,0.00014544232,0.000088339904],"domain_scores_gemma":[0.9994229,0.000086876906,0.00008094884,0.00011703103,0.00014078617,0.0001514289],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041059015,0.00046971894,0.0003856452,0.00037049147,0.00057288667,0.00038105118,0.00059132045,0.0005135794,0.00084595685],"category_scores_gemma":[0.0005666137,0.0002641857,0.0003144302,0.0002645938,0.00048732513,0.00027213697,0.00047377052,0.0003163941,0.00020801832],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0037253015,0.0010990347,0.10357032,0.00023222838,0.000079952166,0.00095891784,0.0006210671,0.015624579,0.83960503,0.0002902239,0.000271111,0.033922233],"study_design_scores_gemma":[0.00038643568,0.016604656,0.37360516,0.000031836356,0.00017091841,0.0006452331,0.0008019548,0.02623228,0.5756042,0.00024226547,0.0056076897,0.000067398854],"about_ca_topic_score_codex":0.0029029397,"about_ca_topic_score_gemma":0.0062477984,"teacher_disagreement_score":0.0029029397,"about_ca_system_score_codex":0.0005105372,"about_ca_system_score_gemma":0.0005900526,"threshold_uncertainty_score":0.005772054},"labels":[],"label_agreement":null},{"id":"W2512799784","doi":"10.1061/9780784480151.050","title":"Evaluation of CPT-Based Empirical Characterization Methods for Sands","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","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":"Western University","funders":"","keywords":"Cone penetration test; Relative density; Geotechnical engineering; Modulus; Penetration test; Empirical modelling; Calibration; Materials science; Range (aeronautics); Penetration depth; Geology; Soil science; Mathematics; Composite material; Subgrade; Optics; Engineering; Physics; Statistics; Simulation","score_opus":0.045326754835578825,"score_gpt":0.34315754775645646,"score_spread":0.29783079292087766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2512799784","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":[0.18499768,0.00033273455,0.80828375,0.00006815419,0.00005551936,0.0002883495,0.00071414735,0.0019849727,0.0032746962],"genre_scores_gemma":[0.5663539,0.00032293898,0.43054777,0.00003473699,0.000027416243,0.00024361792,0.0010071052,0.00020522707,0.0012572325],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99775106,0.00059379067,0.00013256288,0.00027270967,0.0011802195,0.000069555455],"domain_scores_gemma":[0.9870024,0.0057824994,0.0015060462,0.0011667471,0.0043325406,0.00020971095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0036702296,0.0009449854,0.00034150755,0.0024395857,0.00027415654,0.00075160817,0.0010873445,0.00052476936,0.0019423113],"category_scores_gemma":[0.023391655,0.00023804097,0.0003741318,0.0013847973,0.00044145153,0.0011708768,0.0009026479,0.0005079681,0.00068732596],"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":[0.0009438131,0.000396918,0.043204717,0.0005959644,0.00014728087,0.00021145654,0.00027965553,0.27774826,0.07677017,0.008149819,0.0017479004,0.58980405],"study_design_scores_gemma":[0.000026601057,0.00023263395,0.012633231,0.000029377006,0.000024187184,0.00022264848,0.00007066101,0.9508988,0.03337347,0.0008824573,0.0015637709,0.00004211675],"about_ca_topic_score_codex":0.0027424658,"about_ca_topic_score_gemma":0.0034826167,"teacher_disagreement_score":0.0036702296,"about_ca_system_score_codex":0.00084420264,"about_ca_system_score_gemma":0.0011692814,"threshold_uncertainty_score":0.019410253},"labels":[],"label_agreement":null},{"id":"W2513387624","doi":"10.1061/9780784480168.069","title":"Immobilization of Arsenic from Mining Tailings Using Various Metal Oxides","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Arsenic contamination and mitigation","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; Canadian Nuclear Laboratories","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Tailings; Leaching (pedology); Arsenic; Environmental remediation; Metal; Magnetite; Zinc; Environmental chemistry; Extraction (chemistry); Oxide; Metallurgy; Contamination; Groundwater; Chemistry; Environmental science; Materials science; Soil water; Geology; Soil science","score_opus":0.011838786608541901,"score_gpt":0.22268300301592217,"score_spread":0.21084421640738027,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2513387624","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99686193,0.00031806013,0.002338129,0.000022327493,0.0000056350973,0.000016184975,0.00006018256,0.000016688187,0.00036095746],"genre_scores_gemma":[0.99083066,0.00084491895,0.00634443,0.00002179536,0.0000050814306,0.00001490263,0.00016514007,0.000008085206,0.0017649563],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999145,0.00001269574,0.000010959798,0.000020274156,0.000028002814,0.000013499963],"domain_scores_gemma":[0.9999505,0.000009103301,0.000014970509,0.0000042463466,0.000014526696,0.0000065603454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010438639,0.00032048216,0.0001729623,0.00017225149,0.000114104216,0.00021333783,0.00014877449,0.00014367944,0.00025847595],"category_scores_gemma":[0.00015521012,0.00012459751,0.00021816717,0.00013291488,0.000107248896,0.00014283104,0.00023219771,0.00012077303,0.0001122036],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001634702,0.000004011056,0.0003287949,0.000020576725,0.0000021972112,0.000008662517,0.000005585815,0.000039261427,0.9985215,0.0000051362936,0.0000029117975,0.0010450421],"study_design_scores_gemma":[0.0000023917466,0.00021805408,0.0022747794,0.0000031196607,0.00001034288,0.000041920193,0.00002106248,0.0003085263,0.99664646,0.000009781485,0.0004611171,0.0000024606986],"about_ca_topic_score_codex":0.0014390203,"about_ca_topic_score_gemma":0.0042274967,"teacher_disagreement_score":0.0014390203,"about_ca_system_score_codex":0.00015121947,"about_ca_system_score_gemma":0.00018501763,"threshold_uncertainty_score":0.002861321},"labels":[],"label_agreement":null},{"id":"W2513957086","doi":"10.1061/9780784480168.070","title":"Interface Transmissivity of Multicomponent GCLs","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","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":"Queen's University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada; Government of Ontario","keywords":"Interface (matter); Materials science; Composite material; Stress (linguistics); Head (geology); Geotechnical engineering; Geology; Wetting","score_opus":0.00869901001838593,"score_gpt":0.22671599442090684,"score_spread":0.2180169844025209,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2513957086","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995767,0.00036495438,0.002579057,0.000017606693,0.000013395412,0.000015973148,0.000120431156,0.00011147561,0.0010102323],"genre_scores_gemma":[0.9931954,0.00025430112,0.0042491886,0.000040167462,0.0000059588924,0.000022410632,0.00014648477,0.000059136564,0.0020269966],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955064,0.00004305516,0.000021202894,0.0000912478,0.00023773905,0.00005611442],"domain_scores_gemma":[0.9992225,0.00023054192,0.000108459375,0.00007394355,0.00031073586,0.0000537419],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056010904,0.00038846993,0.0002309139,0.00091613515,0.00030747708,0.00049499236,0.00039977938,0.00039965194,0.0027069848],"category_scores_gemma":[0.0007858213,0.00030155902,0.00026156587,0.0006110228,0.00036792594,0.00037341221,0.000436716,0.00053281354,0.00028138785],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012280735,0.000021146856,0.0013730432,0.000058454138,0.000010407194,0.00006729539,0.00011565568,0.0005553437,0.9937348,0.000059956245,0.000059956932,0.0038211483],"study_design_scores_gemma":[0.000010052289,0.00034336135,0.012039486,0.000016744461,0.000024088353,0.00013665736,0.0002033212,0.001479436,0.984432,0.000028786519,0.0012704667,0.000015570404],"about_ca_topic_score_codex":0.0025782087,"about_ca_topic_score_gemma":0.004342751,"teacher_disagreement_score":0.0027069848,"about_ca_system_score_codex":0.00056422176,"about_ca_system_score_gemma":0.00023804755,"threshold_uncertainty_score":0.009055734},"labels":[],"label_agreement":null},{"id":"W2514111203","doi":"10.1061/9780784480137.033","title":"Pore Water Pressure Variations in Cemented Paste Backfilled Stopes","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Tailings Management and Properties","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Consolidation (business); Pore water pressure; Geotechnical engineering; Tailings; Materials science; Permeability (electromagnetism); Cement; Composite material; Geology; Metallurgy","score_opus":0.007515285630158155,"score_gpt":0.17763581288392336,"score_spread":0.1701205272537652,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2514111203","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983999,0.00012708786,0.0007325216,0.000011942052,0.0000047881977,0.0000061097776,0.000220891,0.0000566731,0.00044006342],"genre_scores_gemma":[0.99928683,0.000044593453,0.00031690282,0.0000034518598,0.0000012989661,0.00000386995,0.00008933395,0.000007812319,0.00024605045],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998282,0.000010599684,0.000012969911,0.000038214454,0.00007850726,0.000031440977],"domain_scores_gemma":[0.99964464,0.00013775149,0.00007046691,0.000025059153,0.00008948235,0.000032612803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021146213,0.00020636049,0.00031934027,0.0006249043,0.0002365315,0.0004551371,0.00043039912,0.0005287175,0.0013750219],"category_scores_gemma":[0.00048792383,0.0001888493,0.00022985229,0.00046842897,0.0005046391,0.00071485864,0.00024646844,0.00042985624,0.00021965787],"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":[0.00095405057,0.00034318413,0.027953861,0.00018419845,0.000038681006,0.0012615663,0.00057081506,0.023406068,0.927267,0.0005089813,0.00048568813,0.017025951],"study_design_scores_gemma":[0.00003771252,0.0008595979,0.16560641,0.000028243541,0.000046671943,0.00043378395,0.001252185,0.17271577,0.65640354,0.00039387998,0.0021224436,0.000099869314],"about_ca_topic_score_codex":0.002420862,"about_ca_topic_score_gemma":0.002282005,"teacher_disagreement_score":0.002420862,"about_ca_system_score_codex":0.00024073213,"about_ca_system_score_gemma":0.0001516093,"threshold_uncertainty_score":0.0048134923},"labels":[],"label_agreement":null},{"id":"W2514155423","doi":"10.1061/9780784480144.031","title":"A Permeable Reactive Barrier Installed in Acid Sulfate Soil Terrain","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Environmental remediation with nanomaterials","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Permeable reactive barrier; Environmental remediation; Groundwater; Sulfate; Reactive material; Environmental science; Groundwater remediation; Contaminated groundwater; Environmental engineering; Terrain; Environmental chemistry; Mining engineering; Contamination; Chemistry; Geology; Geotechnical engineering; Materials science; Metallurgy","score_opus":0.0054301973326678354,"score_gpt":0.18739484256931874,"score_spread":0.1819646452366509,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2514155423","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978047,0.000054839827,0.0011292058,0.0000116452575,0.00000850245,0.00002145137,0.00014078533,0.000114176284,0.00071472896],"genre_scores_gemma":[0.99599373,0.00006684342,0.0018951688,0.000007805079,0.0000016805748,0.000012831843,0.00013176512,0.000009230811,0.0018807774],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997955,0.000019669082,0.000010353004,0.000053822587,0.00008144751,0.000039228566],"domain_scores_gemma":[0.99977726,0.00002076336,0.000058303685,0.000038633974,0.000051082126,0.00005391058],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013919034,0.00040929974,0.00035079775,0.00046846358,0.0003107041,0.00029161767,0.0004032168,0.000576789,0.0016978928],"category_scores_gemma":[0.00027996986,0.00018000447,0.00029272464,0.00029136948,0.00026472376,0.00028307823,0.00043279876,0.00032536386,0.0005505022],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003380113,0.00010091196,0.0033070238,0.00008338288,0.000010549811,0.00044443546,0.00007698635,0.0013004383,0.98746544,0.000116443305,0.00007698841,0.006679431],"study_design_scores_gemma":[0.0000392796,0.0034218545,0.045787413,0.00002221847,0.0000562958,0.00064623123,0.0002631963,0.005487581,0.9390518,0.0000808083,0.005108394,0.000034815195],"about_ca_topic_score_codex":0.0027038225,"about_ca_topic_score_gemma":0.0021218522,"teacher_disagreement_score":0.0027038225,"about_ca_system_score_codex":0.00023739049,"about_ca_system_score_gemma":0.00037715564,"threshold_uncertainty_score":0.0056800246},"labels":[],"label_agreement":null},{"id":"W2514567624","doi":"10.1061/9780784480137.032","title":"Modeling the Effect of Flocculation and Desiccation on Oil Sands Tailings","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Tailings; Oil sands; Dewatering; Flocculation; Environmental science; Geotechnical engineering; Deposition (geology); Geology; Environmental engineering; Materials science; Metallurgy; Structural basin; Composite material; Asphalt","score_opus":0.0047984668358252765,"score_gpt":0.2009894560697912,"score_spread":0.19619098923396594,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2514567624","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9873854,0.00012690833,0.007899669,0.00008417249,0.000015032088,0.00004582843,0.00028485293,0.0000914334,0.0040667015],"genre_scores_gemma":[0.99648297,0.00008996258,0.0014292762,0.000011567247,0.0000027598494,0.000016574311,0.00007587162,0.000013572812,0.0018774557],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988616,0.000016300677,0.0000072707358,0.000022875472,0.000022909835,0.00004453441],"domain_scores_gemma":[0.9996395,0.00019703439,0.000058100843,0.000017934102,0.00005315995,0.000034157252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025254957,0.0006483504,0.0005026744,0.0005156995,0.0005009297,0.0007905557,0.00080581557,0.0015955748,0.0015350612],"category_scores_gemma":[0.0008430375,0.00042719464,0.00069249846,0.0002779093,0.00064424134,0.0006702033,0.00044012896,0.00048844714,0.0001621121],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032035387,0.000021803193,0.0018507368,0.000017088309,0.000007787257,0.00008915809,0.000012792414,0.99280447,0.004033932,0.00023703498,0.000036190544,0.00085708743],"study_design_scores_gemma":[0.000008637794,0.00003752312,0.001032706,0.0000033290644,0.000008371016,0.00001264,0.000019451094,0.99684405,0.0018203737,0.00010024629,0.00010697715,0.0000056814347],"about_ca_topic_score_codex":0.08801095,"about_ca_topic_score_gemma":0.050406277,"teacher_disagreement_score":0.08801095,"about_ca_system_score_codex":0.0014544118,"about_ca_system_score_gemma":0.001197818,"threshold_uncertainty_score":0.17499739},"labels":[],"label_agreement":null},{"id":"W2514710385","doi":"10.1061/9780784480144.041","title":"Geotechnical Characterization of a Soil-Water Treatment Sludge Mixture","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Recycling and utilization of industrial and municipal waste in materials production","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WiLAN (Canada)","funders":"","keywords":"Geotechnical engineering; Environmental science; Characterization (materials science); Geology; Soil science; Materials science","score_opus":0.016545945140783797,"score_gpt":0.22022874923071153,"score_spread":0.20368280408992773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2514710385","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99791485,0.00012041477,0.0012441927,0.000008695564,0.0000022169852,0.0000231505,0.00017102592,0.000012002582,0.0005033563],"genre_scores_gemma":[0.9976343,0.000121675475,0.001524992,0.0000094706065,0.0000020353634,0.000018818731,0.0002326341,0.000005179259,0.00045081216],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996044,0.000051759318,0.000059441194,0.0000635266,0.00018343904,0.00003751774],"domain_scores_gemma":[0.9997886,0.00003436042,0.000061374354,0.000012374919,0.00007290254,0.0000303941],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002566477,0.00025224325,0.00035225085,0.001528769,0.00036036427,0.00041096212,0.00012281293,0.0002871017,0.0006934101],"category_scores_gemma":[0.00027756588,0.000167211,0.000292091,0.00095835293,0.0002541375,0.00025680976,0.00032945126,0.00015571991,0.00019193336],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015929539,0.0000390123,0.015278823,0.00008596349,0.00001320515,0.000138026,0.00009668426,0.00047282156,0.97843003,0.00004312506,0.000018382801,0.005224607],"study_design_scores_gemma":[0.00001700675,0.0012476019,0.16325855,0.000028673981,0.00007255731,0.0007014422,0.0005549018,0.003108678,0.82834315,0.00008133206,0.00256572,0.000020422798],"about_ca_topic_score_codex":0.0012775724,"about_ca_topic_score_gemma":0.0037968953,"teacher_disagreement_score":0.001528769,"about_ca_system_score_codex":0.0002053375,"about_ca_system_score_gemma":0.00026859218,"threshold_uncertainty_score":0.0025402308},"labels":[],"label_agreement":null},{"id":"W2515328445","doi":"10.1061/9780784480151.059","title":"A Methodology to Determine the Viscoplastic Perzyna Model Parameters for Granular Materials under High Strain Rates","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Toronto","funders":"Public Works and Government Services Canada; Government of Canada","keywords":"Viscoplasticity; Split-Hopkinson pressure bar; Constitutive equation; Granular material; Strain rate; Materials science; Quasistatic process; Nonlinear system; Strain (injury); Bar (unit); Geotechnical engineering; Structural engineering; Finite element method; Composite material; Engineering; Geology; Physics","score_opus":0.04397561259241965,"score_gpt":0.28306665591651553,"score_spread":0.23909104332409586,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2515328445","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":[0.0057457914,0.00004639553,0.9924114,0.00002675265,0.000013208912,0.000055567856,0.000044228724,0.00022057198,0.0014361294],"genre_scores_gemma":[0.21581987,0.0003912449,0.77596974,0.000056393314,0.000013580449,0.00068283046,0.0001951219,0.0001770803,0.006694146],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997284,0.0000340276,0.000013704762,0.00005966889,0.00014449107,0.000019816347],"domain_scores_gemma":[0.99972206,0.00006669765,0.00005885531,0.00006370528,0.00007964376,0.000009025926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054406933,0.00078181777,0.00045120373,0.0009246154,0.00047216416,0.00065344706,0.0012190557,0.0008136174,0.0020424128],"category_scores_gemma":[0.0009936261,0.00048985315,0.00041421305,0.00076619274,0.00044298594,0.0010579298,0.0005752573,0.001185002,0.0008716239],"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":[0.00005832021,0.0002787599,0.0024428712,0.0003402247,0.00004006642,0.00021470171,0.00033636586,0.4230059,0.2845025,0.062406812,0.0020282199,0.22434528],"study_design_scores_gemma":[0.000009736692,0.00010365757,0.0013238479,0.00002164182,0.000012784416,0.00015493321,0.00005090066,0.9322793,0.05047418,0.006783866,0.008739701,0.00004533126],"about_ca_topic_score_codex":0.0017585886,"about_ca_topic_score_gemma":0.0026011742,"teacher_disagreement_score":0.0020424128,"about_ca_system_score_codex":0.0004794994,"about_ca_system_score_gemma":0.0011948148,"threshold_uncertainty_score":0.00683254},"labels":[],"label_agreement":null},{"id":"W2515339140","doi":"10.1061/9780784480137.035","title":"Tailings Disposal Challenges and Prospects for Oil Sands Mining Operations","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Petroleum Processing and Analysis","field":"Chemistry","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Polytechnique Montréal; BGC Engineering (Canada)","funders":"","keywords":"Tailings; Oil sands; Land reclamation; Consolidation (business); Asphalt; Environmental science; Waste management; Mining engineering; Geology; Engineering; Business; Archaeology","score_opus":0.014471006987316853,"score_gpt":0.24354856469185876,"score_spread":0.2290775577045419,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2515339140","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33848384,0.24700524,0.018504102,0.287744,0.001802699,0.00031379986,0.0014523803,0.000406215,0.104287736],"genre_scores_gemma":[0.74478734,0.20540513,0.02312427,0.007053666,0.0008551838,0.00011232296,0.0011686106,0.000050485207,0.017443117],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9966948,0.00041735082,0.0002553617,0.00034871334,0.0015139213,0.00076986244],"domain_scores_gemma":[0.99509513,0.0010179728,0.00064974016,0.00011280452,0.0024018271,0.00072259194],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0051286337,0.0006571975,0.0005711646,0.0013890768,0.0028691757,0.007154469,0.0017286037,0.0051556183,0.007902752],"category_scores_gemma":[0.0040333667,0.00040640554,0.0005873781,0.0022882714,0.0024809428,0.00785745,0.002338699,0.0020717059,0.0011525403],"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":[0.00091636245,0.0005907195,0.043890134,0.0054393928,0.00010966895,0.0041717305,0.0033643597,0.01878027,0.028960822,0.042685058,0.056088634,0.7950029],"study_design_scores_gemma":[0.0000612914,0.0016826262,0.077945955,0.0036552974,0.00016841361,0.0037593462,0.113355875,0.013426618,0.031217037,0.0546773,0.69955957,0.00049069355],"about_ca_topic_score_codex":0.038739596,"about_ca_topic_score_gemma":0.07873435,"teacher_disagreement_score":0.038739596,"about_ca_system_score_codex":0.005591563,"about_ca_system_score_gemma":0.015226726,"threshold_uncertainty_score":0.077028215},"labels":[],"label_agreement":null},{"id":"W2515591632","doi":"10.1061/9780784480120.022","title":"Seismic Deformation Assessment of a Dam Founded on Low Plastic Fine-Grained Soils under Strong Earthquake Shaking","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Klohn Crippen Berger (Canada); BC Hydro (Canada)","funders":"BC Hydro; Temple University","keywords":"Geotechnical engineering; Soil water; Geology; Deformation (meteorology); Shear (geology); Soil science; Petrology","score_opus":0.010427254095830363,"score_gpt":0.2243595160313143,"score_spread":0.21393226193548392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2515591632","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99933237,0.0000074452087,0.00034348457,0.0000060910083,8.2573274e-7,0.000004791042,0.000032280976,0.000012254137,0.0002604656],"genre_scores_gemma":[0.9995266,0.0000113185215,0.00029228904,0.0000017910774,5.04599e-7,0.0000017971,0.00003367043,0.0000016152266,0.00013032106],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999093,0.000014528507,0.000005744281,0.000014663178,0.00003372848,0.00002206292],"domain_scores_gemma":[0.9998338,0.000031788117,0.000037000656,0.000016718779,0.000038268863,0.00004241523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026314348,0.0003161381,0.00026783548,0.0006277738,0.00023715476,0.00030121967,0.00023652293,0.00042696626,0.00048270222],"category_scores_gemma":[0.00044955066,0.00017485383,0.00017386547,0.00033902988,0.00030871812,0.00025753505,0.00037793812,0.00019491663,0.00010533191],"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":[0.0016842175,0.00066352653,0.25314504,0.00017803724,0.00008850711,0.0034896783,0.0008563328,0.21733588,0.47774348,0.00075673434,0.0005249825,0.043533523],"study_design_scores_gemma":[0.000048557766,0.00142924,0.5386802,0.000014719336,0.00007021988,0.0005055663,0.00073240965,0.4149989,0.042613998,0.00014948717,0.00071066455,0.000046042365],"about_ca_topic_score_codex":0.006908796,"about_ca_topic_score_gemma":0.014235655,"teacher_disagreement_score":0.006908796,"about_ca_system_score_codex":0.00041204956,"about_ca_system_score_gemma":0.0004163651,"threshold_uncertainty_score":0.013737202},"labels":[],"label_agreement":null},{"id":"W2516317707","doi":"10.1061/9780784480137.039","title":"Effect of Climate Change on the Reliability of Offshore Wind Turbine Foundations","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Geotechnical Engineering and Underground Structures","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 Waterloo","funders":"","keywords":"Turbine; Downscaling; Offshore wind power; Serviceability (structure); Environmental science; Reliability (semiconductor); Wave loading; Climate change; Wind speed; Marine engineering; Aerodynamics; Geotechnical engineering; Meteorology; Engineering; Structural engineering; Submarine pipeline; Geology; Aerospace engineering; Physics","score_opus":0.008073678333231452,"score_gpt":0.22084777503834982,"score_spread":0.21277409670511838,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2516317707","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981558,0.0000961932,0.0007290148,0.00003230277,0.000005683976,0.0000029193382,0.00013340262,0.000009411218,0.0008351921],"genre_scores_gemma":[0.9998,0.000032601893,0.000061098006,0.0000019572572,0.0000014807173,0.0000010313951,0.000040662297,0.0000014917829,0.000059731185],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997601,0.00006389329,0.000018178042,0.000038238828,0.00006131305,0.0000583033],"domain_scores_gemma":[0.9986971,0.00051336223,0.00038382158,0.00008567125,0.00026672252,0.000053383235],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064455456,0.00030490267,0.0002311388,0.00044907333,0.00027213464,0.00040052307,0.0002446297,0.00045758128,0.000577309],"category_scores_gemma":[0.0023059468,0.00014273424,0.00038233708,0.00042249158,0.000377749,0.00043387234,0.00039804628,0.0002704366,0.00012632222],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037494744,0.00008132661,0.33263895,0.00006415732,0.00012548068,0.0016565559,0.00014189686,0.63649076,0.011279012,0.0009573308,0.00042336463,0.015766282],"study_design_scores_gemma":[0.000015112216,0.0006449096,0.5844235,0.000023985556,0.00013202176,0.0004628346,0.0004687325,0.40068206,0.011436299,0.00081676437,0.00083336775,0.000060527374],"about_ca_topic_score_codex":0.0062307804,"about_ca_topic_score_gemma":0.005467768,"teacher_disagreement_score":0.0062307804,"about_ca_system_score_codex":0.0005843482,"about_ca_system_score_gemma":0.00025723662,"threshold_uncertainty_score":0.012389004},"labels":[],"label_agreement":null},{"id":"W2516767907","doi":"10.1061/9780784480137.030","title":"Geotechnical Characterization of Compacted Bauxite Residue for Use in Levees","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Bauxite Residue and Utilization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Bauxite; Levee; Geotechnical engineering; Hydraulic conductivity; Residue (chemistry); Environmental science; Geology; Soil water; Materials science; Soil science; Metallurgy","score_opus":0.021337456258654946,"score_gpt":0.22715062329823116,"score_spread":0.20581316703957622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2516767907","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99665797,0.000074354706,0.002014641,0.000014944258,0.0000048289508,0.00006380617,0.00017904818,0.00002163346,0.00096868485],"genre_scores_gemma":[0.99349904,0.00012817433,0.0042403233,0.000014813037,0.0000037403681,0.000052084193,0.00038533652,0.000015961437,0.001660403],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950135,0.00007318297,0.000036126625,0.00006687851,0.00026730288,0.00005522244],"domain_scores_gemma":[0.99957687,0.000062178515,0.000081084014,0.000025044052,0.00021272161,0.000042162304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005225333,0.00037167303,0.0003297812,0.00087078504,0.0006031768,0.0007461637,0.00037187274,0.0003645819,0.0008351929],"category_scores_gemma":[0.0006513554,0.0001075587,0.00026197443,0.0005272331,0.00030530963,0.00038689515,0.00023983637,0.00024361208,0.00020569611],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022531673,0.00016713535,0.0068390802,0.0000679356,0.000012431127,0.00017008353,0.000122008,0.0010742286,0.9844094,0.000060808874,0.00004649541,0.006805122],"study_design_scores_gemma":[0.00002468074,0.0027781713,0.044977073,0.00002509074,0.000036538575,0.00026949786,0.00062206195,0.0030037735,0.94546926,0.00006503582,0.002703507,0.00002533426],"about_ca_topic_score_codex":0.003853602,"about_ca_topic_score_gemma":0.012155304,"teacher_disagreement_score":0.003853602,"about_ca_system_score_codex":0.000489823,"about_ca_system_score_gemma":0.0004248763,"threshold_uncertainty_score":0.0076622963},"labels":[],"label_agreement":null},{"id":"W2517437542","doi":"10.1061/9780784480120.031","title":"Radiation-Shielding Properties of Heavy Bentonite-Based Slurry for the Decommissioning of the Fukushima First Nuclear Power Plant","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Educational Robotics and Engineering","field":"Computer Science","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":"Tellabs (Canada)","funders":"","keywords":"Nuclear decommissioning; Slurry; Electromagnetic shielding; Nuclear power plant; Environmental science; Bentonite; Nuclear engineering; Nuclear power; Radioactive waste; Power station; Neutron radiation; Neutron; Spent nuclear fuel; Waste management; Radiation; Mining engineering; Geotechnical engineering; Engineering; Nuclear physics; Environmental engineering; Physics; Electrical engineering","score_opus":0.015567734884852033,"score_gpt":0.20385742416409097,"score_spread":0.18828968927923895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2517437542","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99743086,0.00033097895,0.001489744,0.00002911155,0.000015572099,0.000012603012,0.000059147795,0.000016865803,0.00061507174],"genre_scores_gemma":[0.9977749,0.00019214881,0.0011450218,0.000023228165,0.0000030932779,0.0000056738904,0.000060678984,0.0000076133792,0.00078758964],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997348,0.000048461534,0.000030099749,0.000046594243,0.00010611877,0.0000338367],"domain_scores_gemma":[0.9995437,0.00009769704,0.0000949425,0.00003135377,0.00018946797,0.000042749354],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004027161,0.00034379767,0.00029867204,0.0004931291,0.00031687133,0.00031323725,0.0002955863,0.00041616688,0.00080535497],"category_scores_gemma":[0.00062695495,0.00017966119,0.00030534194,0.00033550986,0.00021717387,0.00041219883,0.00029322575,0.00030729274,0.00020292813],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000401103,0.00011362341,0.00587414,0.00022559441,0.00002016829,0.0001922092,0.00016617592,0.0014761786,0.97669035,0.00009301476,0.000116320574,0.014631127],"study_design_scores_gemma":[0.000025008583,0.00191906,0.023106348,0.00003842478,0.0000910724,0.00016527166,0.00059298833,0.005550345,0.9659917,0.0001018929,0.002388442,0.00002942968],"about_ca_topic_score_codex":0.001494658,"about_ca_topic_score_gemma":0.00401016,"teacher_disagreement_score":0.001494658,"about_ca_system_score_codex":0.00020663594,"about_ca_system_score_gemma":0.00019495732,"threshold_uncertainty_score":0.0029718876},"labels":[],"label_agreement":null},{"id":"W2517473385","doi":"10.1061/9780784480168.014","title":"Detecting and Monitoring Oil Contamination Using Electrical Resistivity","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Geophysical and Geoelectrical Methods","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Electrical resistivity and conductivity; Electrical resistivity tomography; Contamination; Environmental science; Pollution; Water content; Electrode; Petroleum engineering; Geology; Materials science; Soil science; Geotechnical engineering; Engineering; Electrical engineering; Chemistry","score_opus":0.02232798948315691,"score_gpt":0.25331272755237033,"score_spread":0.23098473806921344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2517473385","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9239591,0.0012065697,0.070578076,0.00018487823,0.000031105723,0.000052813193,0.00029478362,0.00040834333,0.0032843756],"genre_scores_gemma":[0.9688154,0.0010732407,0.02901952,0.000031593278,0.000016312812,0.000021436937,0.000116580355,0.000014405371,0.00089150545],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996061,0.000104915365,0.000017795794,0.00007752051,0.0001577275,0.000035993944],"domain_scores_gemma":[0.9996544,0.00009481484,0.000116756,0.000029580793,0.00008862326,0.000015762556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023582263,0.00036097062,0.00023994844,0.0009975729,0.00015411188,0.00044966378,0.00028009425,0.00046881224,0.00035739833],"category_scores_gemma":[0.00083472516,0.00017909285,0.00013603024,0.00082607224,0.0003035441,0.0006407144,0.00048758538,0.00027641814,0.00019182543],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014885291,0.000055847155,0.036903765,0.00016696208,0.000028269942,0.00024961762,0.00015927652,0.0026541178,0.8944,0.00028748106,0.00019481608,0.064751014],"study_design_scores_gemma":[0.000044237873,0.0010603581,0.10492864,0.0000646809,0.00012610169,0.0021642582,0.00077536405,0.054740068,0.8280211,0.0009454827,0.0070389803,0.00009074287],"about_ca_topic_score_codex":0.0010224291,"about_ca_topic_score_gemma":0.0020436468,"teacher_disagreement_score":0.0010224291,"about_ca_system_score_codex":0.00016869699,"about_ca_system_score_gemma":0.00016850616,"threshold_uncertainty_score":0.0020329952},"labels":[],"label_agreement":null},{"id":"W2517792197","doi":"10.1061/9780784480144.018","title":"Methane Oxidation as Measured with Gas Push Pull Testing","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","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":"Nuclear Waste Management Organization","funders":"","keywords":"Methane; Anaerobic oxidation of methane; TRACER; Plug flow; Chemistry; Methane gas; Plug flow reactor model; Analytical Chemistry (journal); Continuous stirred-tank reactor; Environmental chemistry; Thermodynamics; Organic chemistry; Nuclear physics; Physical chemistry","score_opus":0.016882842441588494,"score_gpt":0.21641748331019395,"score_spread":0.19953464086860545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2517792197","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98864484,0.00039214693,0.008281773,0.000054393426,0.000028303324,0.00008591107,0.00094545813,0.0001778561,0.0013892994],"genre_scores_gemma":[0.98234206,0.0009926369,0.011401964,0.000067839435,0.00001213386,0.00019409198,0.0012014613,0.000046473753,0.0037412385],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99924135,0.000064308355,0.00003388366,0.000148061,0.0004111176,0.00010141022],"domain_scores_gemma":[0.9995809,0.00013324723,0.000098567376,0.000028294562,0.00012967378,0.000029327897],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005563913,0.00082443655,0.00030001107,0.00062367326,0.0003199479,0.00039606495,0.00041659933,0.00038848823,0.0013577898],"category_scores_gemma":[0.00066333945,0.00023626011,0.00038254657,0.00071223994,0.00031584766,0.0003966958,0.0005385851,0.0004552061,0.00034769866],"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":[0.00011757093,0.00003720866,0.0024514953,0.000046225297,0.000010908978,0.000040657203,0.00005850842,0.00013797877,0.9939605,0.000024254845,0.000043777378,0.0030709344],"study_design_scores_gemma":[0.0000059880736,0.00075731584,0.0115631595,0.000009069332,0.000026313877,0.000072055176,0.00012885196,0.0015531491,0.9850176,0.000042606956,0.0008095055,0.000014485703],"about_ca_topic_score_codex":0.0018338723,"about_ca_topic_score_gemma":0.0033924938,"teacher_disagreement_score":0.0018338723,"about_ca_system_score_codex":0.00027158228,"about_ca_system_score_gemma":0.00027737409,"threshold_uncertainty_score":0.004542291},"labels":[],"label_agreement":null}]}