{"meta":{"query_hash":"5516ab0f84df","filters":{"venue":"51st U.S. Rock Mechanics/Geomechanics Symposium"},"cohort_total":23,"direct_labels_cover":0,"predictions_cover":23,"exported":23,"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/5516ab0f84df","api":"https://metacan.xera.ac/api/v1/cohort?venue=51st+U.S.+Rock+Mechanics%2FGeomechanics+Symposium"},"results":[{"id":"W2765232638","doi":"","title":"Hydraulic Fracture Geometry and Geomechanical Characteristics of Carbonate Reservoir Rock","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geoscience and Mining Technology","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":"University of Waterloo","funders":"","keywords":"Geology; Carbonate; Carbonate rock; Hydraulic fracturing; Fracture (geology); Geomechanics; Petroleum reservoir; Geotechnical engineering; Petrology; Mining engineering; Geochemistry; Petroleum engineering; Sedimentary rock","score_opus":0.010831263668628854,"score_gpt":0.21998955500266082,"score_spread":0.20915829133403196,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765232638","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99896705,0.0000119077,0.00021351936,0.000009242832,6.996075e-7,0.0000020244584,0.00023779407,0.000009193331,0.00054848427],"genre_scores_gemma":[0.99967325,0.0000060026327,0.00005365213,0.0000013640695,4.6090392e-7,0.0000010895408,0.000120855286,0.0000020676916,0.00014129737],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991834,0.0000074826758,0.0000057750826,0.000019559036,0.000027479817,0.000021395997],"domain_scores_gemma":[0.9998104,0.00004760069,0.00003161749,0.000015230047,0.00006897246,0.000026184687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011532937,0.00010162818,0.00011405493,0.0006420093,0.00018407762,0.00027884674,0.00029036563,0.00028194615,0.0015336389],"category_scores_gemma":[0.0006479146,0.00021223213,0.0001417836,0.00044324025,0.00023590516,0.0002463688,0.00016694669,0.00010046039,0.00022174027],"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":[0.0009893173,0.0002582798,0.78189063,0.00006927707,0.000069191636,0.0010863936,0.0004143842,0.060168255,0.109002225,0.0013672222,0.0013201482,0.04336473],"study_design_scores_gemma":[0.000011804103,0.000076608674,0.9494952,0.0000051037705,0.000010689533,0.0002288583,0.00015974828,0.04476731,0.0048485612,0.00013305414,0.00023878817,0.000024261366],"about_ca_topic_score_codex":0.021304296,"about_ca_topic_score_gemma":0.033376053,"teacher_disagreement_score":0.021304296,"about_ca_system_score_codex":0.00037251093,"about_ca_system_score_gemma":0.00032996203,"threshold_uncertainty_score":0.042360604},"labels":[],"label_agreement":null},{"id":"W2765774504","doi":"","title":"Discrete Fracture Network Generation for the Äspö TAS08 Tunnel Using MoFrac","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Inro Consultants (Canada); Nuclear Waste Management Organization; Centre for Excellence in Mining Innovation","funders":"","keywords":"Fracture (geology); Geology; Computer science; Forensic engineering; Engineering; Geotechnical engineering","score_opus":0.027414427075925327,"score_gpt":0.24558707840011562,"score_spread":0.21817265132419028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765774504","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":[0.27610984,0.00020848538,0.6786862,0.00042394022,0.00019645081,0.00025706334,0.008679356,0.022153063,0.01328566],"genre_scores_gemma":[0.6948003,0.00007605814,0.2923293,0.00006584864,0.000025437805,0.00021051419,0.00640022,0.0012893516,0.004802874],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998758,0.000015819094,0.000005439172,0.00002559231,0.00005670137,0.000020592435],"domain_scores_gemma":[0.9996574,0.00009311913,0.000023207784,0.000045264896,0.00014909173,0.0000319396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033496958,0.00069265487,0.0006611868,0.0007543482,0.00077755004,0.0006428221,0.0015302496,0.0009769454,0.010197409],"category_scores_gemma":[0.0009494278,0.0004853892,0.0007571529,0.0005244586,0.00026483712,0.00046039408,0.00055603986,0.00085167197,0.0011315963],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017328671,0.00010150731,0.0035307212,0.0001173913,0.00004295959,0.00018932347,0.000098698416,0.93657875,0.0032911713,0.00457875,0.007534586,0.04376287],"study_design_scores_gemma":[0.000015307913,0.0000075736675,0.00017116481,0.0000034499133,0.0000016232008,0.000011254649,0.000011299259,0.9980683,0.0004688541,0.0006338577,0.0006026341,0.000004697895],"about_ca_topic_score_codex":0.03074144,"about_ca_topic_score_gemma":0.05831415,"teacher_disagreement_score":0.03074144,"about_ca_system_score_codex":0.0006488471,"about_ca_system_score_gemma":0.0014347846,"threshold_uncertainty_score":0.06112504},"labels":[],"label_agreement":null},{"id":"W2765896911","doi":"","title":"Estimating Stope Hangingwall Sloughage Using a Hybrid DFN-DEM Numerical Model","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Geology; Geotechnical engineering","score_opus":0.02375264333418277,"score_gpt":0.2434838573649374,"score_spread":0.21973121403075463,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765896911","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8190246,0.0003117967,0.16510114,0.00040296925,0.000078534395,0.00008825439,0.0024436063,0.0019814419,0.0105676865],"genre_scores_gemma":[0.9719658,0.00008503254,0.025463868,0.000025031464,0.000011996262,0.000028268767,0.0010508803,0.00004823027,0.0013208347],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998456,0.000022167027,0.000011323765,0.00004554425,0.000046320096,0.000028930312],"domain_scores_gemma":[0.99972147,0.000057403744,0.000031022595,0.000044783097,0.00011034154,0.000034935438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002699559,0.0005029464,0.00056336273,0.0010190887,0.0005090794,0.0007533205,0.000747719,0.0010842233,0.0015567568],"category_scores_gemma":[0.0012905569,0.0004656048,0.0004950204,0.0007755621,0.00026403158,0.0008999003,0.0006434173,0.0005735707,0.0005054657],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049627815,0.00006588306,0.016475584,0.000040667837,0.000035132573,0.000098451244,0.00005908261,0.9550663,0.0035419741,0.0004515752,0.0006422516,0.02347344],"study_design_scores_gemma":[0.0000070512688,0.0000036006115,0.0022460427,0.000004961391,0.000003368478,0.0000046952946,0.000012891113,0.99724567,0.0001760556,0.00009666307,0.00019301692,0.000006007143],"about_ca_topic_score_codex":0.062390342,"about_ca_topic_score_gemma":0.09720059,"teacher_disagreement_score":0.062390342,"about_ca_system_score_codex":0.0006967852,"about_ca_system_score_gemma":0.0011937773,"threshold_uncertainty_score":0.12405437},"labels":[],"label_agreement":null},{"id":"W2765914639","doi":"","title":"Low-Rate Injection and Stimulated Zone Geometry","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Advanced Optical Sensing Technologies","field":"Physics and Astronomy","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Geometry; Geology; Mathematics","score_opus":0.010547542273527865,"score_gpt":0.23829062829501135,"score_spread":0.2277430860214835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765914639","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79235363,0.0010306978,0.09967622,0.0013583672,0.00024301805,0.00015136796,0.0014793819,0.0013923149,0.10231507],"genre_scores_gemma":[0.9925688,0.000096844095,0.0049175485,0.00003149223,0.000016529546,0.00002113232,0.00012650451,0.00007881994,0.0021423756],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997862,0.000025410907,0.000007688251,0.00004658984,0.00008610158,0.000047975747],"domain_scores_gemma":[0.99959856,0.00012315606,0.00010904761,0.000050899795,0.00007039924,0.000047964546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034852984,0.00039444663,0.00032142428,0.0002837067,0.00041808884,0.00123178,0.0008606087,0.0006012709,0.004237402],"category_scores_gemma":[0.000857093,0.00024181932,0.00020983788,0.0002474489,0.00060748565,0.0010109084,0.0005985427,0.00044632112,0.000888005],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018461903,0.00023557307,0.0068047997,0.00025713036,0.00005421369,0.00071879686,0.0002648997,0.106251314,0.62007064,0.2473669,0.003918023,0.012211526],"study_design_scores_gemma":[0.00021959345,0.00024376421,0.0032327592,0.000033637774,0.000048519483,0.0005069713,0.00014687459,0.7424796,0.22741392,0.020415276,0.0051521556,0.000106882886],"about_ca_topic_score_codex":0.0013086643,"about_ca_topic_score_gemma":0.0018290937,"teacher_disagreement_score":0.004237402,"about_ca_system_score_codex":0.0014128226,"about_ca_system_score_gemma":0.0007398588,"threshold_uncertainty_score":0.014175534},"labels":[],"label_agreement":null},{"id":"W2765927988","doi":"","title":"Induced Stresses and SRV Calculation Near a Hydraulic Fracture in the Naturally Fractured Reservoir","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Petro Geotech (Canada)","funders":"","keywords":"Geology; Hydraulic fracturing; Fracture (geology); Geotechnical engineering","score_opus":0.011104661073687539,"score_gpt":0.2334619564664123,"score_spread":0.22235729539272475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765927988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9784856,0.00014050912,0.0115259625,0.0002272657,0.000030634237,0.000027561387,0.00037259152,0.00033556187,0.008854277],"genre_scores_gemma":[0.99803346,0.00002404792,0.0011551146,0.000010894526,0.0000047792564,0.000009712987,0.00006900074,0.000022657256,0.0006702546],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999858,0.000029971514,0.000008622499,0.000022878057,0.0000383913,0.000042151645],"domain_scores_gemma":[0.9995889,0.00015420192,0.000040220602,0.00003690938,0.00012403003,0.00005570398],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031764532,0.0002749405,0.00045402217,0.0005618631,0.00058225536,0.0006286327,0.0008690444,0.00092723925,0.0017581291],"category_scores_gemma":[0.0011714185,0.00038260987,0.0005005183,0.0005617006,0.0005457855,0.00074455456,0.00045810544,0.0005524376,0.0002628962],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023131631,0.00012724684,0.010116493,0.00007292803,0.000029997811,0.0007701203,0.00014705071,0.9679204,0.007841919,0.0027023677,0.00093879376,0.009101368],"study_design_scores_gemma":[0.000013514708,0.000023443565,0.0029764175,0.0000045831184,0.000004405235,0.00002117364,0.000048751488,0.99574524,0.00071603275,0.00032590987,0.00011095622,0.000009653443],"about_ca_topic_score_codex":0.023033788,"about_ca_topic_score_gemma":0.0151818115,"teacher_disagreement_score":0.023033788,"about_ca_system_score_codex":0.00089608296,"about_ca_system_score_gemma":0.0010032428,"threshold_uncertainty_score":0.045799434},"labels":[],"label_agreement":null},{"id":"W2767161267","doi":"","title":"Simulating Two-Phase Flow Coupled to Geomechanics in Fractured Reservoirs by Petrov-Galerkin Finite Element Method.","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","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":"Petro Geotech (Canada)","funders":"","keywords":"Geomechanics; Finite element method; Petrov–Galerkin method; Geology; Mathematics; Discontinuous Galerkin method; Galerkin method; Flow (mathematics); Mathematical analysis; Applied mathematics; Geotechnical engineering; Calculus (dental); Mechanics; Geometry; Physics; Engineering; Structural engineering","score_opus":0.012781544449030504,"score_gpt":0.27597332438756733,"score_spread":0.2631917799385368,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2767161267","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57000285,0.00044687153,0.41000113,0.0006632022,0.0001535751,0.0001815924,0.0009883399,0.0013024239,0.01625998],"genre_scores_gemma":[0.96255046,0.00009990629,0.033317678,0.00005197216,0.000011855564,0.00012660594,0.0002574562,0.0001032707,0.003480756],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998548,0.00004738517,0.0000074667682,0.000019660927,0.0000428743,0.000027696331],"domain_scores_gemma":[0.9993975,0.0004173805,0.000042639524,0.000031670086,0.000059945796,0.000050895087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032612224,0.00050001283,0.0006472582,0.00040906412,0.00044211585,0.00065649295,0.0011129932,0.0020048944,0.002629482],"category_scores_gemma":[0.0014121124,0.0004565961,0.0005059087,0.0004358792,0.00067496323,0.00081705925,0.0009045549,0.0008195048,0.00025501955],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003167928,0.000052529173,0.00059566105,0.000030000232,0.000012542207,0.000044167606,0.000034712248,0.9936027,0.0018862016,0.0015283275,0.00017880394,0.0020027726],"study_design_scores_gemma":[0.000005543672,0.00000548251,0.000055373184,0.0000013779119,9.77922e-7,0.0000033585773,0.0000051044212,0.9993845,0.00022495328,0.00022979625,0.00008154341,0.0000019004142],"about_ca_topic_score_codex":0.012026015,"about_ca_topic_score_gemma":0.00754852,"teacher_disagreement_score":0.012026015,"about_ca_system_score_codex":0.00057137967,"about_ca_system_score_gemma":0.0013663963,"threshold_uncertainty_score":0.023912013},"labels":[],"label_agreement":null},{"id":"W2769419369","doi":"","title":"Assessing Stress Conditions for Coast Range Tunnels in British Columbia","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Range (aeronautics); Geology; Stress (linguistics); Geography; Engineering","score_opus":0.012716089944048372,"score_gpt":0.2332449606191141,"score_spread":0.2205288706750657,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2769419369","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99794,0.000053351265,0.000121992474,0.000040043164,0.0000028427437,0.000016712273,0.00053928874,0.00001237293,0.001273314],"genre_scores_gemma":[0.99786013,0.00006745698,0.00021892799,0.000016985527,7.6711314e-7,0.000012951246,0.0004883463,0.0000061760343,0.0013282354],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9995988,0.000035744004,0.000022192284,0.00006634459,0.000119319295,0.00015772032],"domain_scores_gemma":[0.9990729,0.00007147606,0.000069849295,0.00003305166,0.0005978776,0.0001548705],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028599688,0.0003270831,0.00031552563,0.0013086718,0.0023489292,0.0015332695,0.0008368535,0.00063435786,0.0019143022],"category_scores_gemma":[0.0014409635,0.00030993516,0.0001841893,0.0017665067,0.00067510706,0.0004229471,0.0008435923,0.000511292,0.000357259],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028179225,0.00020165903,0.95075667,0.0000643937,0.00009076872,0.00085305073,0.0020259046,0.0054058363,0.0049034446,0.00029270226,0.0020946767,0.033029],"study_design_scores_gemma":[0.000009066205,0.00003589582,0.98828787,0.000042662323,0.000016926033,0.00006240564,0.0050320467,0.0050577847,0.00039982502,0.00006687063,0.00097057933,0.00001813593],"about_ca_topic_score_codex":0.9698435,"about_ca_topic_score_gemma":0.9943634,"teacher_disagreement_score":0.030156493,"about_ca_system_score_codex":0.008821118,"about_ca_system_score_gemma":0.008443818,"threshold_uncertainty_score":0.06400198},"labels":[],"label_agreement":null},{"id":"W2772743283","doi":"","title":"Modelling Fault Movement Triggered by Fluid Injection Using Cohesive Zone Method","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Fluid Dynamics and Heat Transfer","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Movement (music); Geology; Fault (geology); Computer science; Seismology","score_opus":0.017843898024503695,"score_gpt":0.23875067464674357,"score_spread":0.22090677662223987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2772743283","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8004242,0.00056340586,0.18477362,0.00030183728,0.00015444844,0.00009707287,0.00039968794,0.001023128,0.012262534],"genre_scores_gemma":[0.9936126,0.00007113973,0.0051905233,0.000010152074,0.000007754569,0.000017071387,0.00006673852,0.000030853385,0.0009932434],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998733,0.000028235818,0.000009406452,0.000020435833,0.000034235953,0.00003441787],"domain_scores_gemma":[0.9994574,0.0002922922,0.00008078628,0.000033648965,0.00008358219,0.000052243628],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003027531,0.0006633546,0.000648767,0.00068137626,0.000391815,0.00095620047,0.0009875642,0.001509185,0.0018319426],"category_scores_gemma":[0.0013205117,0.00048890343,0.0004501407,0.00041614167,0.00063843647,0.0007126358,0.0005829817,0.0008485169,0.00021837195],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040359177,0.000020483993,0.0010545412,0.000018423405,0.000010828878,0.000080514576,0.00002399762,0.9949633,0.0012858325,0.0006899254,0.00009635533,0.00171548],"study_design_scores_gemma":[0.0000034274174,0.0000049593646,0.00011290906,0.0000012212665,0.0000014232645,0.0000021556891,0.0000035677112,0.99963343,0.00012209185,0.00007689361,0.000036380003,0.0000015622711],"about_ca_topic_score_codex":0.02936532,"about_ca_topic_score_gemma":0.014935147,"teacher_disagreement_score":0.02936532,"about_ca_system_score_codex":0.00070763996,"about_ca_system_score_gemma":0.0009127168,"threshold_uncertainty_score":0.05838883},"labels":[],"label_agreement":null},{"id":"W2773661836","doi":"","title":"Characterization of Rock Mass Fragmentation for Cave Mining","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Cave; Fragmentation (computing); Geology; Rock mass classification; Mining engineering; Archaeology; Geography; Computer science; Geotechnical engineering","score_opus":0.012193175431464715,"score_gpt":0.21357298470173516,"score_spread":0.20137980927027044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2773661836","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99425936,0.00007708374,0.0024156664,0.0000149108655,0.0000025417037,0.000027615795,0.0006762303,0.00008402041,0.0024426922],"genre_scores_gemma":[0.99655825,0.00003464767,0.0020995683,0.0000064324063,0.000001548611,0.000012071787,0.0008328051,0.00001548331,0.00043919368],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99979633,0.000010809729,0.0000118060025,0.0000436647,0.00009400325,0.000043415766],"domain_scores_gemma":[0.9994217,0.00009583262,0.00012169845,0.00006222889,0.0002302679,0.00006828527],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028963157,0.00016431576,0.0002523989,0.0024329743,0.00047926023,0.00062803924,0.0004596478,0.00034223797,0.001287874],"category_scores_gemma":[0.0009816871,0.00018226214,0.00021118872,0.0012955077,0.0003487332,0.000308792,0.00043571903,0.00018911815,0.00026779133],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008451641,0.00014128184,0.77085,0.00017342667,0.000110452005,0.0006758067,0.0004868363,0.01414887,0.1506171,0.0005170365,0.0009839543,0.060450066],"study_design_scores_gemma":[0.0000170852,0.00018186764,0.9512846,0.000020386253,0.000026401705,0.00061014463,0.00026651254,0.03305526,0.013260107,0.00012968683,0.0011259202,0.000022048305],"about_ca_topic_score_codex":0.01365866,"about_ca_topic_score_gemma":0.03741557,"teacher_disagreement_score":0.01365866,"about_ca_system_score_codex":0.00041996164,"about_ca_system_score_gemma":0.0004905683,"threshold_uncertainty_score":0.02715832},"labels":[],"label_agreement":null},{"id":"W2778330336","doi":"","title":"The Use of Specific Energy for Fault Mapping in an Open Pit Mine","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Mineral Processing and Grinding","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":"BGC Engineering (Canada); Simon Fraser University","funders":"","keywords":"Open-pit mining; Energy (signal processing); Fault (geology); Geology; Mining engineering; Seismology; Mathematics","score_opus":0.058565317781173895,"score_gpt":0.2577679052378975,"score_spread":0.1992025874567236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2778330336","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98908114,0.00007483446,0.0079501765,0.00008623874,0.000003915037,0.000010750762,0.00016187015,0.00004537005,0.0025857526],"genre_scores_gemma":[0.9954389,0.00003515426,0.004155725,0.000004970448,0.000001138443,0.000002232461,0.00004078304,0.0000075159464,0.00031367963],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998499,0.000044289896,0.000010096785,0.000028319186,0.000049144794,0.000018183695],"domain_scores_gemma":[0.99964774,0.00015233387,0.000043021046,0.00003004522,0.000102506085,0.000024405166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021906743,0.00013836184,0.00019687503,0.0011483125,0.00041570058,0.00043253353,0.0004300675,0.0004043003,0.00068052707],"category_scores_gemma":[0.0014118663,0.00014499782,0.00015024844,0.0008117804,0.00026651067,0.00056094304,0.0004133311,0.00014264729,0.00013241141],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010845882,0.00039854896,0.41262415,0.00018919018,0.00015575047,0.0012778268,0.0012057452,0.19511543,0.067993455,0.0029891615,0.0010885933,0.31587756],"study_design_scores_gemma":[0.000036004105,0.00030725464,0.22513689,0.00004550851,0.00010505814,0.0005222223,0.0011555377,0.7502313,0.017451728,0.0030109813,0.0019394577,0.000058031896],"about_ca_topic_score_codex":0.012411855,"about_ca_topic_score_gemma":0.04379462,"teacher_disagreement_score":0.012411855,"about_ca_system_score_codex":0.00033211662,"about_ca_system_score_gemma":0.00034091668,"threshold_uncertainty_score":0.024679244},"labels":[],"label_agreement":null},{"id":"W2779532723","doi":"","title":"Molecular Dynamic Model Applications in Reservoir Geomechanics and Fracture Propagation in Pure Calcium Carbonate","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","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":"University of Waterloo","funders":"","keywords":"Geomechanics; Carbonate; Geology; Fracture (geology); Calcium carbonate; Petroleum engineering; Geotechnical engineering; Materials science; Composite material; Metallurgy","score_opus":0.00811149288701506,"score_gpt":0.22988378350126637,"score_spread":0.2217722906142513,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2779532723","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.66972417,0.0014401501,0.2694454,0.0029604572,0.000407225,0.00022646924,0.0020752198,0.0014247544,0.05229607],"genre_scores_gemma":[0.9694029,0.0008323023,0.02092606,0.00014191213,0.00006668042,0.00013347212,0.00030818427,0.00016750542,0.008020873],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999212,0.000018166185,0.000005261588,0.0000148583895,0.000026114765,0.000014403524],"domain_scores_gemma":[0.99962115,0.0001773418,0.00003327584,0.000034513374,0.00009878827,0.000034893543],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024763675,0.00044609522,0.0005709874,0.00037386047,0.00072587817,0.0010060368,0.0009671647,0.0013808971,0.0034525194],"category_scores_gemma":[0.0013502191,0.00033128148,0.0005356871,0.00055168354,0.0004486529,0.0007798214,0.0005843388,0.0007275191,0.0004042577],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018428633,0.00003944913,0.0005882836,0.00002718585,0.000011901914,0.000038067097,0.000027500564,0.98692805,0.0016056028,0.007529132,0.00034215752,0.0028443588],"study_design_scores_gemma":[0.000005018213,0.000004317772,0.000073373034,0.000001404536,0.0000016535216,0.0000028910322,0.00000496326,0.99905807,0.00014458311,0.00045506706,0.00024590665,0.0000026227551],"about_ca_topic_score_codex":0.068097405,"about_ca_topic_score_gemma":0.043106068,"teacher_disagreement_score":0.068097405,"about_ca_system_score_codex":0.0010043919,"about_ca_system_score_gemma":0.0017724481,"threshold_uncertainty_score":0.13540208},"labels":[],"label_agreement":null},{"id":"W2783834920","doi":"","title":"Anisotropic Strength of Poorman Formation Rocks, kISMET Project","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Rock Mechanics and Modeling","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":"Anisotropy; Engineering; Physics","score_opus":0.01684826534998908,"score_gpt":0.23250230827759205,"score_spread":0.21565404292760298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2783834920","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88521236,0.00054690166,0.02850405,0.00043012266,0.000087090084,0.000110555426,0.0146433255,0.00051698345,0.06994871],"genre_scores_gemma":[0.977239,0.00019048492,0.006977906,0.000025541005,0.000017662016,0.00005198636,0.00425985,0.00016683266,0.011070627],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982196,0.000019093839,0.0000051584807,0.00002998101,0.00010484149,0.00001897092],"domain_scores_gemma":[0.9997304,0.00002837641,0.000032547305,0.0000421973,0.00013558274,0.000030835217],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000508579,0.00024174833,0.0002858704,0.0008543647,0.0003027274,0.00042517166,0.00062219135,0.00023155459,0.003152786],"category_scores_gemma":[0.0008954334,0.00021570208,0.00015282967,0.0005851642,0.00027964092,0.0004612863,0.00068068894,0.0003346207,0.0005416],"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":[0.002326116,0.0004567992,0.15100855,0.00062641676,0.0002499971,0.0005566702,0.00048716486,0.43750784,0.08836924,0.06435826,0.06189336,0.19215962],"study_design_scores_gemma":[0.0003564722,0.00041269872,0.30637643,0.000079800244,0.00013320216,0.0003425849,0.00043101193,0.56031007,0.055814907,0.02026331,0.055391,0.00008855086],"about_ca_topic_score_codex":0.016919417,"about_ca_topic_score_gemma":0.032719757,"teacher_disagreement_score":0.016919417,"about_ca_system_score_codex":0.00057217997,"about_ca_system_score_gemma":0.0010234773,"threshold_uncertainty_score":0.033641815},"labels":[],"label_agreement":null},{"id":"W2785415513","doi":"","title":"Step Path Rock Bridge Percentage for Analysis of Slope Stability","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Stability (learning theory); Geology; Path (computing); Bridge (graph theory); Geotechnical engineering; Mathematics; Computer science; Medicine","score_opus":0.01762870668526738,"score_gpt":0.23161950604927742,"score_spread":0.21399079936401005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2785415513","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8851321,0.00013279346,0.08230095,0.000053803953,0.00002545356,0.000064192245,0.0035097483,0.0011233579,0.027657637],"genre_scores_gemma":[0.9873611,0.000038715196,0.007743649,0.0000060014954,0.0000031375,0.000042288084,0.001225565,0.00013089915,0.0034487415],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99988735,0.000019345063,0.000004621972,0.0000168583,0.000056806486,0.000014986689],"domain_scores_gemma":[0.99976474,0.00009344995,0.00001515812,0.000032284785,0.00008078223,0.000013641118],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022039317,0.00016949202,0.0001481375,0.0010859143,0.00020997896,0.0003206747,0.00043609468,0.00024904558,0.008071133],"category_scores_gemma":[0.0012335888,0.00007401001,0.00027969983,0.0008249156,0.000089812675,0.00041177194,0.00026643902,0.0002624742,0.0013142608],"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":[0.0010786268,0.00029609207,0.110265166,0.0002471355,0.00021915328,0.00041096102,0.00033546286,0.5249352,0.054643914,0.02539632,0.010784966,0.27138707],"study_design_scores_gemma":[0.000019769419,0.00020608463,0.067359015,0.00002845301,0.00003432052,0.000121064055,0.00017816998,0.9113035,0.014065228,0.00219604,0.004467027,0.000021285357],"about_ca_topic_score_codex":0.0033250311,"about_ca_topic_score_gemma":0.007234835,"teacher_disagreement_score":0.008071133,"about_ca_system_score_codex":0.00019438211,"about_ca_system_score_gemma":0.00028287532,"threshold_uncertainty_score":0.027000606},"labels":[],"label_agreement":null},{"id":"W2785634653","doi":"","title":"The Influence of Mineralogy and Grain Scale Features in Healed Intrablock Structure on Direct Shear Properties in the Cobourg Limestone","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Rock Mechanics and Modeling","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":"Queen's University; University of New Brunswick","funders":"","keywords":"Geology; Scale (ratio); Shear (geology); Mineralogy; Geotechnical engineering; Petrology","score_opus":0.008389473469075816,"score_gpt":0.20896210732752313,"score_spread":0.2005726338584473,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2785634653","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996737,0.000019582803,0.00002451703,0.000006055834,4.2832494e-7,0.0000011393386,0.000025918913,0.0000034351376,0.00024517233],"genre_scores_gemma":[0.99981195,0.000006058202,0.00001568879,0.0000020004463,2.74645e-7,6.1358634e-7,0.000018842946,0.0000024645433,0.00014214011],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9999145,0.000009616535,0.0000046245136,0.000032150365,0.000016560356,0.000022524104],"domain_scores_gemma":[0.9997813,0.00007120583,0.000040889292,0.000020253503,0.000043817716,0.00004248235],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014549945,0.00014566506,0.00020742929,0.00090340973,0.00043241645,0.0007686357,0.00033797152,0.00042674656,0.00209761],"category_scores_gemma":[0.00063081767,0.0002648288,0.00010612656,0.0003887528,0.0010547161,0.00027363922,0.000331946,0.00016858394,0.00028612753],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010920964,0.00017257745,0.86170125,0.00006947477,0.00009064563,0.00083656446,0.0007607521,0.01388743,0.106751695,0.0007299008,0.00025127025,0.013656325],"study_design_scores_gemma":[0.000013927908,0.000062379135,0.99234664,0.0000045752968,0.000012286273,0.000071090384,0.0003731219,0.0040622675,0.0027133925,0.000096307806,0.00023670457,0.0000072876696],"about_ca_topic_score_codex":0.07679541,"about_ca_topic_score_gemma":0.12439139,"teacher_disagreement_score":0.9232046,"about_ca_system_score_codex":0.0012590566,"about_ca_system_score_gemma":0.00047622097,"threshold_uncertainty_score":0.15269679},"labels":[],"label_agreement":null},{"id":"W2785782420","doi":"","title":"Formation Specific Size Correction for Strength (UCS) on Rotary Sidewall Cores","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","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":"Apache (Canada)","funders":"","keywords":"Geology","score_opus":0.018350640957571565,"score_gpt":0.22250854619256483,"score_spread":0.20415790523499328,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2785782420","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73675877,0.00056600384,0.21709642,0.00033898864,0.00054514164,0.00021627276,0.0035784878,0.0048688645,0.03603103],"genre_scores_gemma":[0.92232466,0.00014739012,0.06887247,0.00008775102,0.000028860379,0.000061521554,0.0018984178,0.0009023806,0.005676673],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996464,0.00003637062,0.000028772187,0.00006512487,0.00016343237,0.000059985265],"domain_scores_gemma":[0.9983935,0.00016516214,0.00017279173,0.0002835175,0.00093358854,0.000051452418],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00071564154,0.0004443609,0.00025111638,0.00095505425,0.00037141165,0.00054103765,0.0009068439,0.000358484,0.0046998016],"category_scores_gemma":[0.0047460194,0.00028601516,0.0003132083,0.00096258434,0.00023016654,0.0006642201,0.0006463326,0.00047572434,0.001102909],"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":[0.00079993997,0.00012465997,0.13630423,0.0004325358,0.00014632581,0.0003912028,0.00043275222,0.15331145,0.11033532,0.01524336,0.022494964,0.5599833],"study_design_scores_gemma":[0.00013089838,0.00017951302,0.196259,0.00015644477,0.00011866048,0.0002641542,0.00031173718,0.6527912,0.110852405,0.0031761718,0.035646044,0.00011373797],"about_ca_topic_score_codex":0.026470635,"about_ca_topic_score_gemma":0.061010096,"teacher_disagreement_score":0.026470635,"about_ca_system_score_codex":0.000540277,"about_ca_system_score_gemma":0.0014855067,"threshold_uncertainty_score":0.052633107},"labels":[],"label_agreement":null},{"id":"W2786327214","doi":"","title":"Robust Estimates of Rock Strength Parameters via Improved Analysis of Rock Strength Data","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Geological Strength Index; Geology; Geotechnical engineering; Rock mass classification","score_opus":0.0307241990512269,"score_gpt":0.24150548420348394,"score_spread":0.21078128515225705,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2786327214","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":[0.016960055,0.00022468774,0.9806526,0.000084914536,0.000034233726,0.000026889382,0.00044231172,0.0009319902,0.0006422275],"genre_scores_gemma":[0.41398954,0.00056412804,0.5757068,0.0001273516,0.00023863174,0.00019383793,0.005092075,0.00063025614,0.0034574848],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99869746,0.00031640526,0.00010478521,0.00032872809,0.0004402691,0.00011238382],"domain_scores_gemma":[0.99615294,0.0015679973,0.00048051414,0.0008889449,0.00083898514,0.000070709386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018326847,0.0012815703,0.0013883779,0.0021695895,0.00034619437,0.0015194041,0.001672587,0.0011314043,0.0017034465],"category_scores_gemma":[0.011581505,0.00094098866,0.0013741283,0.0014379799,0.0006124515,0.0020450563,0.0017546728,0.0019484338,0.0020944611],"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":[0.00035546158,0.00013376221,0.004790869,0.0002360817,0.0002982358,0.00013972352,0.00008773678,0.6545689,0.03500642,0.009760695,0.0049763285,0.28964582],"study_design_scores_gemma":[0.000017640135,0.00002460158,0.0019250199,0.000010826828,0.00002960662,0.000035994006,0.0000073399938,0.9885605,0.0037242237,0.004258883,0.0013786195,0.000026712862],"about_ca_topic_score_codex":0.0051140347,"about_ca_topic_score_gemma":0.007154025,"teacher_disagreement_score":0.0051140347,"about_ca_system_score_codex":0.00046705463,"about_ca_system_score_gemma":0.001472022,"threshold_uncertainty_score":0.010168552},"labels":[],"label_agreement":null},{"id":"W2787363012","doi":"","title":"Case Study: Rock Slope Remediation at Mayo ‘A’ Powerhouse, Yukon, Canada","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geology; Environmental remediation; Mining engineering; Archaeology; Geomorphology; Geography","score_opus":0.010566487423209437,"score_gpt":0.2139763704966026,"score_spread":0.20340988307339317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2787363012","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9669152,0.0002636177,0.0025796096,0.0011543782,0.00003589434,0.0006507735,0.00087101146,0.00016199205,0.027367711],"genre_scores_gemma":[0.9797055,0.0002501133,0.0034113044,0.00018629343,0.0000059459,0.000076510834,0.0003354814,0.000022170827,0.016006663],"study_design_codex":"observational","study_design_gemma":"case_report","domain_scores_codex":[0.9993505,0.00005436525,0.000020386151,0.000055924178,0.00024856435,0.0002703343],"domain_scores_gemma":[0.99946934,0.000070781105,0.000034736022,0.000028587574,0.00024855454,0.00014801288],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002591029,0.0004362531,0.00024735476,0.00078573107,0.006978125,0.0009450206,0.0017808175,0.0016933767,0.002971541],"category_scores_gemma":[0.000830274,0.00020690564,0.00027555876,0.0014734609,0.0011749711,0.0002965426,0.00092664,0.000697679,0.00031337497],"study_design_candidate":"case_report","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015432371,0.0031935717,0.3518284,0.0013601731,0.0003857166,0.106307074,0.025098387,0.15666151,0.044589024,0.011165822,0.06367248,0.23419459],"study_design_scores_gemma":[0.0005842753,0.0019270746,0.55315685,0.00046919688,0.0003262307,0.009606021,0.17209521,0.08833989,0.01924545,0.00254808,0.15140642,0.00029531543],"about_ca_topic_score_codex":0.9619629,"about_ca_topic_score_gemma":0.99169487,"teacher_disagreement_score":0.03803712,"about_ca_system_score_codex":0.0119416155,"about_ca_system_score_gemma":0.025872018,"threshold_uncertainty_score":0.08664286},"labels":[],"label_agreement":null},{"id":"W2787830301","doi":"","title":"Geometric Effects on Ultrasonic Pulse Velocity Measurements in Mortar Specimens","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Ultrasonics and Acoustic Wave Propagation","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Ultrasonic sensor; Materials science; Acoustics; Pulse (music); Optics; Physics","score_opus":0.017515140246648013,"score_gpt":0.22192958089852508,"score_spread":0.20441444065187706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2787830301","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97419965,0.0004149441,0.022914981,0.000088305176,0.00008920305,0.000022733406,0.00010726859,0.00039853482,0.0017643966],"genre_scores_gemma":[0.9961398,0.00012776251,0.0030043672,0.000022912849,0.000015952815,0.0000064893366,0.00010941226,0.00006267463,0.0005107897],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99895716,0.00021169368,0.000042222888,0.00015667731,0.00054386444,0.00008837668],"domain_scores_gemma":[0.99648666,0.0020563544,0.00044384712,0.0003065299,0.0006215776,0.00008501757],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065480423,0.00044207304,0.00023592182,0.00054553966,0.00022713929,0.0003963477,0.00046521728,0.000550513,0.0016283791],"category_scores_gemma":[0.006479125,0.00048063498,0.00019435133,0.00043948082,0.0006270912,0.0004395223,0.0005488016,0.00036203192,0.0005687233],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00083478366,0.000051835243,0.014037905,0.00015172559,0.000024528706,0.0004607112,0.00044048674,0.008577774,0.9427131,0.00051776576,0.00032666585,0.031862732],"study_design_scores_gemma":[0.000032864693,0.0011884781,0.08194705,0.000030804025,0.00008237455,0.0012995264,0.00038850118,0.023289774,0.88981885,0.00021543955,0.0016460313,0.00006027513],"about_ca_topic_score_codex":0.0006999426,"about_ca_topic_score_gemma":0.0014359314,"teacher_disagreement_score":0.0016283791,"about_ca_system_score_codex":0.00034250383,"about_ca_system_score_gemma":0.00023955893,"threshold_uncertainty_score":0.0054474473},"labels":[],"label_agreement":null},{"id":"W2790846999","doi":"","title":"Understanding the Role of Reservoir Dilation on Solvent Assisted SAGD (SA-SAGD) Performance in Oil Sands Reservoirs; a Semi-Analytical Study.","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Reservoir Engineering and Simulation Methods","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Oil sands; Petroleum engineering; Geology; Reservoir modeling; Dilation (metric space); Petroleum reservoir; Asphalt; Materials science; Mathematics","score_opus":0.05451656869114583,"score_gpt":0.2790246055131629,"score_spread":0.22450803682201706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2790846999","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9190959,0.0015492695,0.06607843,0.0005115821,0.00005382374,0.00005480639,0.00022865417,0.00028064792,0.012146958],"genre_scores_gemma":[0.9972466,0.0003401622,0.001726829,0.0000135235505,0.0000042046986,0.000007982808,0.000028523455,0.000011595029,0.0006205351],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994624,0.000009272589,0.0000028890086,0.000008905429,0.000018131765,0.000014575007],"domain_scores_gemma":[0.99979335,0.00012324082,0.00002387433,0.000015134504,0.000032763,0.000011698194],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018418155,0.00018341746,0.00024134024,0.00016968072,0.00024894113,0.00034546474,0.00030207756,0.00031810143,0.0010509484],"category_scores_gemma":[0.0006668078,0.0001353751,0.00020349177,0.0001348056,0.0003396343,0.00060457626,0.00034527146,0.00024541043,0.00019126253],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003202702,0.00026556433,0.007562407,0.00046358787,0.00003367628,0.00054674584,0.00028237354,0.52700853,0.41046438,0.010375636,0.0014346787,0.041242182],"study_design_scores_gemma":[0.0000067969922,0.00006381807,0.001572292,0.0000067811557,0.000007138004,0.000045009838,0.000055495675,0.95994633,0.036906686,0.00060947455,0.0007687556,0.00001137096],"about_ca_topic_score_codex":0.0022308317,"about_ca_topic_score_gemma":0.0017069328,"teacher_disagreement_score":0.0022308317,"about_ca_system_score_codex":0.00037626395,"about_ca_system_score_gemma":0.0004400394,"threshold_uncertainty_score":0.0044356585},"labels":[],"label_agreement":null},{"id":"W2795483464","doi":"","title":"Geomechanical Characterization of a Sheared Coal Seam and Implications for Open Pit Slope Design","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geomechanics and Mining Engineering","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":"Tetra Tech (Canada)","funders":"","keywords":"Geology; Geotechnical engineering; Mining engineering; Coal mining; Characterization (materials science); Coal; Forensic engineering; Engineering; Materials science","score_opus":0.027848729796009417,"score_gpt":0.24604464976348978,"score_spread":0.21819591996748036,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2795483464","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98890054,0.00006843174,0.007723541,0.000088826055,0.000011199912,0.000026444905,0.00023061401,0.000051633022,0.0028988344],"genre_scores_gemma":[0.99756914,0.000024560468,0.0016158506,0.0000067268797,0.000002208495,0.0000043961354,0.0000908549,0.000005201016,0.0006809083],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998944,0.000008430008,0.0000054735915,0.000012505968,0.00006523572,0.000014046189],"domain_scores_gemma":[0.9998241,0.000020142072,0.000021932741,0.000020137133,0.000083995845,0.000029663168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015357014,0.0001498524,0.00014153046,0.0006999596,0.00042881342,0.0004977574,0.0003533079,0.00045067136,0.002499399],"category_scores_gemma":[0.00045582853,0.00012523406,0.00008980017,0.00050963013,0.00035803724,0.00033448264,0.00021145771,0.00022447115,0.00026773056],"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":[0.000554091,0.0005899821,0.1893683,0.00019707232,0.000024058862,0.0012647263,0.0010777735,0.09055423,0.62570214,0.0037599397,0.0016306498,0.08527698],"study_design_scores_gemma":[0.000039401784,0.0010604928,0.49946526,0.000051822066,0.000025540563,0.0008973246,0.0035760074,0.40016678,0.08642502,0.0032904947,0.0049286913,0.000073153766],"about_ca_topic_score_codex":0.003966036,"about_ca_topic_score_gemma":0.0172174,"teacher_disagreement_score":0.003966036,"about_ca_system_score_codex":0.00018511468,"about_ca_system_score_gemma":0.0005470807,"threshold_uncertainty_score":0.00836134},"labels":[],"label_agreement":null},{"id":"W2803007274","doi":"","title":"Seismic Wave Velocity Measurements in an Underground Canadian Mine","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Seismic Waves and Analysis","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geology; Seismology; Mining engineering","score_opus":0.03992283111151876,"score_gpt":0.23181952536098466,"score_spread":0.1918966942494659,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2803007274","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99739695,0.00002729645,0.00019969471,0.000055661283,0.000005427871,0.000009439214,0.0004303955,0.0000186675,0.0018565295],"genre_scores_gemma":[0.9977386,0.000045709337,0.00046268792,0.000013730873,0.0000026857388,0.0000046199584,0.00033301747,0.0000054191983,0.0013934533],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9996536,0.000007633528,0.000008696672,0.00005108467,0.0001843845,0.00009468049],"domain_scores_gemma":[0.9995628,0.00002338922,0.00002770771,0.00001568865,0.0002896515,0.000080683],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001600892,0.0003659991,0.0003615354,0.0011117953,0.0025390778,0.0005946922,0.0011354538,0.0008468335,0.00066951377],"category_scores_gemma":[0.00056744844,0.00027579692,0.00018059502,0.0015808992,0.0006355618,0.00029783603,0.0005687081,0.00065115275,0.0002475343],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001939653,0.00083112105,0.6264488,0.0001580201,0.00011219504,0.0047590784,0.0063419677,0.0138445245,0.25383395,0.00092927576,0.0054080514,0.085393295],"study_design_scores_gemma":[0.000062636915,0.0002287875,0.96852386,0.00002946043,0.00004301636,0.0003928301,0.0027449462,0.013950945,0.009944015,0.00013569386,0.0038824591,0.00006133304],"about_ca_topic_score_codex":0.8743432,"about_ca_topic_score_gemma":0.94765234,"teacher_disagreement_score":0.12565678,"about_ca_system_score_codex":0.004856373,"about_ca_system_score_gemma":0.0062145037,"threshold_uncertainty_score":0.25279355},"labels":[],"label_agreement":null},{"id":"W2845992260","doi":"","title":"An Investigation Into Factors Contributing to Movement of a Slow-Moving Rockslide at the Revelstoke Dam, British Columbia","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta; BC Hydro (Canada)","funders":"","keywords":"Rockslide; Movement (music); Geography; Geology; Landslide; Geotechnical engineering","score_opus":0.008141927802521546,"score_gpt":0.2149202342292239,"score_spread":0.20677830642670236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2845992260","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979347,0.000042868756,0.00004997623,0.00021451699,0.0000030410488,0.000019081073,0.00017546177,0.0000019069565,0.001558409],"genre_scores_gemma":[0.9977276,0.00018066113,0.00011713541,0.000052712894,0.0000028448828,0.000013736863,0.00016814354,0.0000030625347,0.0017340705],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9996094,0.00006527038,0.000016805654,0.000042149764,0.00010375167,0.00016260687],"domain_scores_gemma":[0.9988656,0.00015740156,0.00022054136,0.00003161121,0.00046909176,0.00025579127],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029574896,0.00020349992,0.00019949218,0.0011068654,0.0033174169,0.001184293,0.00077598164,0.0005679622,0.0018663281],"category_scores_gemma":[0.0018837192,0.0002642041,0.0001417844,0.0018243383,0.00081237283,0.00029776848,0.00088406575,0.0009401991,0.00022358322],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038843107,0.00008418725,0.9859606,0.000020395068,0.000018724511,0.0004134782,0.0051032603,0.0002300225,0.0005772302,0.00012817608,0.00085906213,0.0065659992],"study_design_scores_gemma":[0.0000016027356,0.00002011041,0.9830451,0.000014978691,0.0000069277376,0.000042518357,0.01566946,0.00025792117,0.000041127518,0.000019195748,0.0008757452,0.000005233746],"about_ca_topic_score_codex":0.9483386,"about_ca_topic_score_gemma":0.9892173,"teacher_disagreement_score":0.051661372,"about_ca_system_score_codex":0.007125378,"about_ca_system_score_gemma":0.012783777,"threshold_uncertainty_score":0.10393119},"labels":[],"label_agreement":null},{"id":"W3007672582","doi":"","title":"Stress Perturbations and Microseismicity Induced by Hydraulic Fracturing","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Hydraulic fracturing; Geology; Microseism; Stress (linguistics); Seismology; Petroleum engineering","score_opus":0.009554610738818945,"score_gpt":0.21557698723398908,"score_spread":0.20602237649517013,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3007672582","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977875,0.00004045004,0.00090845884,0.0000511713,0.000007784642,0.0000046121413,0.000064311185,0.000025632336,0.0011101512],"genre_scores_gemma":[0.99975747,0.000013237503,0.000042717245,0.0000038590288,0.0000031211457,0.0000015775814,0.000026074655,0.0000031439308,0.00014879713],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9999244,0.000011085704,0.0000037341763,0.00001047969,0.000020953714,0.000029324074],"domain_scores_gemma":[0.9997576,0.00006163381,0.00005685114,0.00002152987,0.0000499816,0.000052508854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009564821,0.00015157778,0.00014505853,0.00037201692,0.00017965898,0.0002597029,0.00011183925,0.00022491268,0.0009362659],"category_scores_gemma":[0.00083774107,0.00014440354,0.00008937584,0.00025774507,0.00039682633,0.00031976128,0.00030666264,0.00031445056,0.00019545485],"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":[0.0034039246,0.00039289438,0.0841022,0.00008181788,0.00009244491,0.0026374501,0.00054062594,0.10588989,0.75435305,0.0055169985,0.0014138756,0.04157477],"study_design_scores_gemma":[0.00005380542,0.00046748098,0.7198541,0.000016492659,0.000023141489,0.00058875856,0.00052381604,0.20668206,0.06535078,0.0055881543,0.00078879774,0.00006262675],"about_ca_topic_score_codex":0.0015297674,"about_ca_topic_score_gemma":0.0015278071,"teacher_disagreement_score":0.0015297674,"about_ca_system_score_codex":0.00031360122,"about_ca_system_score_gemma":0.00012698793,"threshold_uncertainty_score":0.0031321049},"labels":[],"label_agreement":null}]}