{"meta":{"query_hash":"f2a9dc473af8","filters":{"venue":"International Journal of Rock Mechanics and Mining Sciences"},"cohort_total":171,"direct_labels_cover":1,"predictions_cover":171,"exported":171,"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/f2a9dc473af8","api":"https://metacan.xera.ac/api/v1/cohort?venue=International+Journal+of+Rock+Mechanics+and+Mining+Sciences"},"results":[{"id":"W1246633734","doi":"10.1016/j.ijrmms.2015.06.008","title":"The possible role of brittle rock fracture in the 1963 Vajont Slide, Italy","year":2015,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University","funders":"Commonwealth Scientific and Industrial Research Organisation","keywords":"Geology; Brittleness; Classification of discontinuities; Landslide; Geotechnical engineering; Cracking; Discontinuous Deformation Analysis; Rock mass classification; Structural engineering; Materials science; Engineering; Finite element method; Mathematics","score_opus":0.010950872055325083,"score_gpt":0.24938819295686793,"score_spread":0.23843732090154285,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1246633734","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9895779,0.0015876011,0.001118325,0.0032831656,0.00065061986,0.00005587865,0.000002611382,0.0000022825936,0.0037216228],"genre_scores_gemma":[0.9990695,0.00023382095,0.00030164933,0.0001990388,0.00005940849,6.198412e-7,2.1806208e-7,0.0000022625907,0.00013348891],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987783,0.00003753048,0.0002552599,0.00008841339,0.0007229933,0.0001175459],"domain_scores_gemma":[0.99946785,0.000119974684,0.00025157628,0.00005407216,0.000057177433,0.000049332346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012922625,0.00005984783,0.00008529731,0.0000453676,0.00012851694,0.00010624228,0.0006754332,0.000036901565,0.000027501472],"category_scores_gemma":[0.00012472762,0.000027667573,0.0000424368,0.00014379283,0.000023819779,0.00021002105,0.000114960625,0.00013245801,0.000003414516],"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":[0.00034684292,0.00039924475,0.072481535,0.0000060833286,0.00020199051,0.00013663368,0.03237377,0.7976735,0.0037349374,0.017467374,0.01553889,0.05963918],"study_design_scores_gemma":[0.003273056,0.0026143487,0.021770874,0.00047468473,0.000101708785,0.0024023214,0.07830158,0.47467613,0.0031291808,0.17297043,0.23965521,0.00063048146],"about_ca_topic_score_codex":0.00010752641,"about_ca_topic_score_gemma":0.00007760863,"teacher_disagreement_score":0.3229974,"about_ca_system_score_codex":0.00003212654,"about_ca_system_score_gemma":0.00005327385,"threshold_uncertainty_score":0.12551342},"labels":[],"label_agreement":null},{"id":"W1654543111","doi":"10.1016/j.ijrmms.2008.09.001","title":"Application of soft granulation theory to permeability analysis","year":2008,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rough Sets and Fuzzy Logic","field":"Computer Science","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Granulation; Rough set; Flowchart; Fuzzy logic; Fuzzy set; Data mining; Soft computing; Granular computing; Computer science; Mathematics; Artificial intelligence; Algorithm; Engineering; Geotechnical engineering","score_opus":0.021203897693807948,"score_gpt":0.27703889114755026,"score_spread":0.25583499345374233,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1654543111","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23694472,0.000063231084,0.76223695,0.0004506756,0.00017898456,0.000025985077,0.0000013217722,0.000004329879,0.00009381526],"genre_scores_gemma":[0.95058894,0.000028973722,0.04919883,0.00012633165,0.00004834707,8.710012e-7,3.7290926e-7,0.0000010873605,0.0000062329873],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988948,0.00004095291,0.00030731253,0.00015559974,0.00051908044,0.000082234525],"domain_scores_gemma":[0.9990458,0.00012916158,0.00030740647,0.00009620039,0.0003653113,0.000056132252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011039763,0.000055291668,0.00014865017,0.00034806394,0.00011687912,0.000049084123,0.000732689,0.00002246824,0.00000381577],"category_scores_gemma":[0.00013734834,0.0000414106,0.000077965895,0.00051964814,0.000017299784,0.00031446476,0.00011199623,0.000042066,6.343168e-7],"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":[0.000066269386,0.00017784745,0.028523427,0.0000068594636,0.00030699896,0.000014320609,0.007392536,0.44579828,0.0016084758,0.36023673,0.00009145839,0.1557768],"study_design_scores_gemma":[0.00016712522,0.00026122894,0.013561191,0.000013437459,0.000033751992,0.00009236916,0.000246293,0.9395242,0.00017894353,0.045498352,0.00033597296,0.00008715012],"about_ca_topic_score_codex":0.000009912554,"about_ca_topic_score_gemma":0.000003252106,"teacher_disagreement_score":0.71364427,"about_ca_system_score_codex":0.00001735653,"about_ca_system_score_gemma":0.00006110901,"threshold_uncertainty_score":0.16886751},"labels":[],"label_agreement":null},{"id":"W1963492628","doi":"10.1016/j.ijrmms.2013.10.001","title":"Size effect in strength assessment by indentation testing on rock fragments","year":2013,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Indentation; Compressive strength; Materials science; Geotechnical engineering; Indentation hardness; Dependency (UML); Geology; Composite material; Microstructure; Engineering","score_opus":0.010543430168866491,"score_gpt":0.2664140265737696,"score_spread":0.2558705964049031,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1963492628","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98421603,0.0001183836,0.0140357865,0.00009740868,0.0012284663,0.000058944628,0.0000029796079,0.000017101112,0.0002249068],"genre_scores_gemma":[0.99716526,0.00007128701,0.0025798893,0.000069679976,0.00007904131,0.000004096586,8.898239e-7,0.000008190484,0.00002163361],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99890095,0.000029067227,0.00030881213,0.00011484415,0.000500487,0.00014582783],"domain_scores_gemma":[0.99927056,0.00036881812,0.0001454069,0.000034008535,0.00012015078,0.00006106857],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004606966,0.00010715926,0.00013215042,0.00017848682,0.000077459,0.0001278958,0.00024793617,0.0000455667,0.000016717184],"category_scores_gemma":[0.00021448504,0.00008617657,0.000027686472,0.00014059714,0.000001958243,0.00026638308,0.000036921476,0.00014139406,0.0000029971848],"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":[0.000017602804,0.00012763277,0.004228169,0.000027152619,0.000103758524,0.000025243055,0.0007152013,0.8692635,0.030361893,0.0010461659,0.001271448,0.09281217],"study_design_scores_gemma":[0.0007341826,0.0005404597,0.0010904451,0.0003095438,0.000007762067,0.000033019878,0.0005359896,0.99255574,0.0022350675,0.0017424978,0.00007713165,0.00013815484],"about_ca_topic_score_codex":0.0000120941095,"about_ca_topic_score_gemma":0.0000024208487,"teacher_disagreement_score":0.123292185,"about_ca_system_score_codex":0.00007260124,"about_ca_system_score_gemma":0.00002634493,"threshold_uncertainty_score":0.35141787},"labels":[],"label_agreement":null},{"id":"W1965372558","doi":"10.1016/j.ijrmms.2014.10.007","title":"Development of a damage simulator for the probabilistic assessment of building vulnerability in subsidence areas","year":2014,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Chicoutimi","funders":"","keywords":"Vulnerability (computing); Hazard; Subsidence; Vulnerability assessment; Probabilistic logic; Ground subsidence; Environmental science; Ranking (information retrieval); Risk assessment; Hazard analysis; Computer science; Geology; Civil engineering; Geotechnical engineering; Engineering; Reliability engineering; Computer security; Artificial intelligence","score_opus":0.020612985367048343,"score_gpt":0.3113330122921481,"score_spread":0.29072002692509974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965372558","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92097366,0.00002797033,0.07850722,0.00014767903,0.0002152476,0.00006795164,0.0000012601048,8.5890446e-7,0.000058127695],"genre_scores_gemma":[0.9748758,0.000015393034,0.025065575,0.000017162958,0.000015975173,0.000001979461,1.1990883e-7,0.0000018177379,0.0000061867295],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998934,0.000026859432,0.0003963325,0.00010493723,0.00045137058,0.000086508546],"domain_scores_gemma":[0.9990952,0.0003976596,0.00036020004,0.000046334186,0.00007127324,0.000029340772],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022533813,0.00005335929,0.00012082807,0.000052694762,0.000084450716,0.000022267399,0.00037097986,0.000023828963,0.000021899685],"category_scores_gemma":[0.00033065135,0.00003055553,0.000035552363,0.000100104175,0.00003920072,0.00011787059,0.00011141309,0.00006448142,6.4138206e-8],"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":[0.00004837489,0.000115469826,0.054911375,0.00002311483,0.00004255888,0.0000014344898,0.0017555207,0.90547615,0.008336847,0.012176614,0.000012091297,0.017100438],"study_design_scores_gemma":[0.00039963194,0.00019329869,0.02519733,0.00018140636,0.000013892293,0.000012977862,0.0005425279,0.9653996,0.0010998605,0.0065164184,0.0003776081,0.00006543521],"about_ca_topic_score_codex":0.000014513939,"about_ca_topic_score_gemma":0.000042410386,"teacher_disagreement_score":0.059923455,"about_ca_system_score_codex":0.00005247416,"about_ca_system_score_gemma":0.000074754666,"threshold_uncertainty_score":0.12460183},"labels":[],"label_agreement":null},{"id":"W1965819033","doi":"10.1016/j.ijrmms.2014.02.014","title":"3-D transport and acoustic properties of Fontainebleau sandstone during true-triaxial deformation experiments","year":2014,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; University of Toronto","keywords":"Geology; Acoustic emission; Anisotropy; Geotechnical engineering; Permeability (electromagnetism); Hydrostatic equilibrium; Fault plane; Stress (linguistics); Hypocenter; Mineralogy; Fault (geology); Seismology; Materials science; Composite material; Induced seismicity","score_opus":0.01682463159864175,"score_gpt":0.23330053377288112,"score_spread":0.21647590217423937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965819033","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8973962,0.0005310023,0.101392545,0.00002629701,0.000565342,0.000030499607,0.0000012529925,0.000008389111,0.000048447957],"genre_scores_gemma":[0.99830204,0.0003381784,0.0012404358,0.000010584693,0.00009376215,0.0000012167955,3.5185386e-7,0.0000065598424,0.00000685538],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991384,0.000008846164,0.00034470356,0.00007725078,0.000327891,0.000102913014],"domain_scores_gemma":[0.9996339,0.000015436006,0.00014258303,0.000030772284,0.00012806772,0.000049240192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003755433,0.000082300394,0.00014739297,0.0001790185,0.00008505216,0.00003432941,0.0001557079,0.000032742228,0.0000025989987],"category_scores_gemma":[0.00003565724,0.0000653477,0.00003261054,0.000049924638,0.000006777059,0.00029908755,0.00002613628,0.000060735343,1.0219649e-7],"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":[0.0000816486,0.000024987196,0.00012868845,0.0000785802,0.00008701664,0.0000036820445,0.0036934575,0.5279665,0.4612208,0.0024031687,0.0000054598954,0.004306031],"study_design_scores_gemma":[0.0007140937,0.00018334306,0.00005309231,0.0002983514,0.00002202572,0.00013129014,0.0013135005,0.93362975,0.062805265,0.0006957605,0.00004425729,0.00010924886],"about_ca_topic_score_codex":0.000005228365,"about_ca_topic_score_gemma":0.000003820867,"teacher_disagreement_score":0.40566328,"about_ca_system_score_codex":0.000019839155,"about_ca_system_score_gemma":0.000022661343,"threshold_uncertainty_score":0.26648015},"labels":[],"label_agreement":null},{"id":"W1970106657","doi":"10.1016/j.ijrmms.2011.11.006","title":"Influence of bolt-grout bonding on MCB conebolt performance","year":2011,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":70,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Deformation (meteorology); Piston (optics); Structural engineering; Grout; Roof; Displacement (psychology); Piston rod; Materials science; Stress (linguistics); Geotechnical engineering; Engineering; Composite material; Connecting rod; Mechanical engineering","score_opus":0.017459399794382758,"score_gpt":0.21987105878115354,"score_spread":0.20241165898677077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1970106657","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9763605,0.00011742745,0.022425432,0.00003756425,0.00042722543,0.000021417663,0.0000019387383,0.000018594981,0.0005898803],"genre_scores_gemma":[0.9976017,0.00013575179,0.0021565617,0.000037691272,0.000041715837,7.698516e-7,1.1343471e-7,0.0000054925167,0.000020204028],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991284,0.0000048780516,0.0003150765,0.00008225164,0.00034219213,0.0001272274],"domain_scores_gemma":[0.99959207,0.000054213597,0.00011993472,0.00004489183,0.00012589798,0.00006300525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034613375,0.000085425156,0.00014140905,0.00018308205,0.000038557504,0.000018571667,0.00036404072,0.000042019397,0.000012869455],"category_scores_gemma":[0.00008561707,0.00006848306,0.000041064384,0.0001176889,0.000012034605,0.00022538709,0.000052056723,0.00013078016,0.0000016615112],"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":[0.000017521103,0.000020033576,0.00017231013,0.000018183158,0.000036777717,0.000009093832,0.0004478508,0.97226477,0.0068430738,0.013975556,0.000021411786,0.0061734314],"study_design_scores_gemma":[0.00082224485,0.0016552191,0.0014353817,0.0012395083,0.000035972535,0.0003342734,0.00060631044,0.938789,0.04470853,0.0074586323,0.0024802585,0.00043464245],"about_ca_topic_score_codex":0.0000028328197,"about_ca_topic_score_gemma":4.7792776e-7,"teacher_disagreement_score":0.03786546,"about_ca_system_score_codex":0.00001918392,"about_ca_system_score_gemma":0.000022353497,"threshold_uncertainty_score":0.27926582},"labels":[],"label_agreement":null},{"id":"W1979057819","doi":"10.1016/j.ijrmms.2013.04.005","title":"Logistic regression and neural network classification of seismic records","year":2013,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geoscience and Mining Technology","field":"Engineering","cited_by":111,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Workplace Safety and Insurance Board","keywords":"Logistic regression; Artificial neural network; Induced seismicity; Data mining; Contingency table; Logistic model tree; Computer science; Decision tree; Identification (biology); Receiver operating characteristic; Artificial intelligence; Machine learning; Seismology; Geology","score_opus":0.031719115549704066,"score_gpt":0.2703163157078997,"score_spread":0.23859720015819563,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979057819","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9755928,0.0005210787,0.022240823,0.00038662282,0.0011090381,0.000025171117,7.592236e-7,0.00001258641,0.00011113175],"genre_scores_gemma":[0.99514,0.00032845358,0.0044204406,0.000029862134,0.00005737114,0.0000010326902,2.4507264e-7,0.0000028024015,0.000019800429],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994061,0.000009410274,0.0002212835,0.00007732273,0.00018694317,0.00009896287],"domain_scores_gemma":[0.99957675,0.0000630302,0.00015986658,0.000036235993,0.00013034692,0.000033779674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028554242,0.000055789667,0.000098460274,0.00014379834,0.000052756604,0.000040702234,0.00023662993,0.000033974076,0.000008127733],"category_scores_gemma":[0.00009422263,0.000041562475,0.000016922157,0.00010759602,0.000030988205,0.00020956079,0.00004719301,0.00007528247,5.0945744e-7],"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":[0.000023520412,0.000050323615,0.021272697,0.000044646888,0.000097078686,0.00002152429,0.0014315927,0.4915378,0.03332904,0.02591262,0.0049875933,0.42129156],"study_design_scores_gemma":[0.000116069896,0.00016053043,0.002318172,0.00011208143,0.000006686441,0.00014128801,0.00063689705,0.98648083,0.00020151751,0.009465779,0.00030361078,0.00005654334],"about_ca_topic_score_codex":0.000009452886,"about_ca_topic_score_gemma":0.000002452064,"teacher_disagreement_score":0.49494302,"about_ca_system_score_codex":0.0000103303355,"about_ca_system_score_gemma":0.000019606165,"threshold_uncertainty_score":0.16948685},"labels":[],"label_agreement":null},{"id":"W1980528908","doi":"10.1016/j.ijrmms.2014.06.006","title":"Computational modelling of crack-induced permeability evolution in granite with dilatant cracks","year":2014,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Dilatant; Permeability (electromagnetism); Geotechnical engineering; Materials science; Geology; Mechanics","score_opus":0.022317172876341832,"score_gpt":0.2419750717840877,"score_spread":0.21965789890774587,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980528908","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5114866,0.00006525736,0.48814467,0.000028680286,0.00020695616,0.000019137424,0.0000016184854,0.0000041634257,0.000042906144],"genre_scores_gemma":[0.98702437,0.000041505853,0.012856591,0.0000128646625,0.000054722615,8.018003e-7,7.8518184e-7,0.000006890878,0.0000014736963],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886954,0.000020604064,0.0003947701,0.00011784753,0.00047851115,0.00011874698],"domain_scores_gemma":[0.9993244,0.00009517825,0.00017557609,0.00004279723,0.0003154555,0.000046640635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00077897654,0.00008953181,0.00016583987,0.0002656417,0.000059341215,0.000039665352,0.00022237509,0.000037401092,0.0000027616375],"category_scores_gemma":[0.00004644222,0.00007316553,0.000035760062,0.00013274286,0.000007111377,0.00026303498,0.000031581974,0.00011661113,1.7610802e-7],"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":[0.000018613247,0.000017434626,0.00020673899,0.000009170025,0.000016371114,0.000001931053,0.0003759027,0.9865294,0.0013954999,0.009674323,0.0000012337814,0.0017533931],"study_design_scores_gemma":[0.0003446759,0.00017741785,0.000093717856,0.00018311139,0.000007783572,0.00005156054,0.00028716112,0.97594327,0.0003591444,0.02245895,0.000011978592,0.00008122946],"about_ca_topic_score_codex":0.000011794979,"about_ca_topic_score_gemma":0.000013517507,"teacher_disagreement_score":0.47553775,"about_ca_system_score_codex":0.000048774036,"about_ca_system_score_gemma":0.000058937265,"threshold_uncertainty_score":0.29836038},"labels":[],"label_agreement":null},{"id":"W1980639359","doi":"10.1016/j.ijrmms.2014.05.011","title":"A methodology for calibrating numerical models with a heterogeneous rockmass","year":2014,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Energy, Northern Development and Mines; McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Calibration; Adaptability; Geotechnical engineering; Stability (learning theory); Computer simulation; Geology; Stress (linguistics); Boundary (topology); Replicate; Numerical modeling; Numerical analysis; Mechanics; Structural engineering; Computer science; Engineering; Mathematics; Simulation; Mathematical analysis","score_opus":0.054300748441831546,"score_gpt":0.2887422243837161,"score_spread":0.23444147594188455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980639359","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09107645,0.00020542416,0.9079043,0.00011507243,0.0005729818,0.00003853375,0.000002463345,0.000016252658,0.000068516754],"genre_scores_gemma":[0.837103,0.000047035814,0.16258572,0.000096675736,0.00014666605,0.0000035255234,4.2701387e-7,0.000011384709,0.0000055876176],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991231,0.000026827453,0.0002802485,0.0001269226,0.00027766344,0.00016525092],"domain_scores_gemma":[0.99933106,0.00022382507,0.00013976906,0.00004053374,0.0001905961,0.00007423537],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069808844,0.00010102511,0.00018801341,0.00014242555,0.00010543263,0.00008391529,0.0002795711,0.0000427786,0.000002270729],"category_scores_gemma":[0.00009038738,0.000076200085,0.0000520111,0.00006471895,0.0000039521606,0.00020992968,0.000040818486,0.00007984681,1.2041744e-7],"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":[0.000020826517,0.0000056737586,0.0000031250652,0.000005951634,0.000048299265,0.0000030580836,0.0002935643,0.9755127,0.0015953028,0.016358748,0.000018140541,0.0061346465],"study_design_scores_gemma":[0.00031201803,0.00038214837,1.6058132e-7,0.000060505776,0.000016086713,0.00032411615,0.00021836117,0.9746736,0.0017014081,0.02180309,0.00041177604,0.00009671445],"about_ca_topic_score_codex":0.000002526798,"about_ca_topic_score_gemma":0.0000029984592,"teacher_disagreement_score":0.7460265,"about_ca_system_score_codex":0.000017974067,"about_ca_system_score_gemma":0.00003683968,"threshold_uncertainty_score":0.31073493},"labels":[],"label_agreement":null},{"id":"W1981039334","doi":"10.1016/j.ijrmms.2013.12.023","title":"Dynamic modelling of fault-slip with Barton׳s shear strength model","year":2014,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"earthquake and tectonic studies","field":"Earth and Planetary Sciences","cited_by":72,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Slip (aerodynamics); Geology; Joint (building); Seismic moment; Surface finish; Shear (geology); Fault (geology); Seismology; Particle flow; Moment (physics); Geotechnical engineering; Structural engineering; Mechanics; Discrete element method; Engineering; Petrology","score_opus":0.02195512732597902,"score_gpt":0.23447202027860978,"score_spread":0.21251689295263076,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981039334","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.803424,0.00055798155,0.19437335,0.00019245065,0.00026374363,0.000022387212,0.000010335882,0.0000044821404,0.0011512482],"genre_scores_gemma":[0.97849613,0.00028857315,0.02108238,0.000055058208,0.000037378242,9.7061e-8,0.0000011025994,0.0000017678233,0.000037510308],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99889493,0.000021055142,0.00026290357,0.00012911751,0.000544594,0.00014738529],"domain_scores_gemma":[0.99927247,0.00015252426,0.00026907524,0.000044016757,0.00020224194,0.00005965323],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006090191,0.00008519003,0.00016537672,0.00015482982,0.00013448381,0.000052289364,0.00029981532,0.000025808005,0.000035484452],"category_scores_gemma":[0.00004910236,0.000055953642,0.000040599527,0.000098257144,0.00003166227,0.00023303104,0.000020670255,0.00008366214,0.0000011017124],"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":[0.000029490826,0.000009425244,0.0020108256,0.000003697503,0.000038995993,0.000002989393,0.00038635606,0.98151755,0.00001726338,0.0033093118,0.00000976463,0.012664328],"study_design_scores_gemma":[0.0002469571,0.00046168303,0.0004357518,0.0000917884,0.000015055655,0.000065697706,0.0006506087,0.9909382,0.000052963023,0.0068832743,0.000084874424,0.00007313878],"about_ca_topic_score_codex":0.00005238094,"about_ca_topic_score_gemma":0.00011827861,"teacher_disagreement_score":0.17507212,"about_ca_system_score_codex":0.000002864785,"about_ca_system_score_gemma":0.00008030259,"threshold_uncertainty_score":0.22817233},"labels":[],"label_agreement":null},{"id":"W1981752953","doi":"10.1016/j.ijrmms.2010.07.002","title":"Experimental investigation of borehole ballooning due to flow of non-Newtonian fluids into fractured rocks","year":2010,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Borehole; Geology; Drilling fluid; Backflow; Breathing; Petrology; Consolidation (business); Geotechnical engineering; Drilling; Petroleum engineering; Mechanics; Materials science; Geomorphology; Inlet","score_opus":0.006832745170656903,"score_gpt":0.24812423130064035,"score_spread":0.24129148612998344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981752953","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.869139,0.00018417825,0.12961714,0.00018009458,0.0007393461,0.000022297298,0.00000223154,0.0000056496788,0.00011005548],"genre_scores_gemma":[0.9680959,0.000015776815,0.031707857,0.000037657348,0.0001229278,9.070825e-7,9.82363e-7,0.0000062910303,0.000011686827],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99896526,0.000010015851,0.00036847044,0.000096013944,0.00046280603,0.00009741189],"domain_scores_gemma":[0.99943584,0.00004980694,0.00016586066,0.000059117956,0.00018832105,0.000101075806],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000399836,0.000087676905,0.00018760844,0.00032704382,0.000060603288,0.000042956806,0.0003610118,0.0000547904,0.000022768309],"category_scores_gemma":[0.00009343524,0.0000712021,0.000067875204,0.00015809582,0.000018607716,0.00019789694,0.00005679177,0.00014051537,5.2804575e-7],"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":[0.000007535985,0.000010805285,0.0002940994,0.0000082917295,0.000060280716,0.000005116079,0.0036748692,0.54768795,0.44662553,0.000026176365,0.00008590068,0.0015134795],"study_design_scores_gemma":[0.00018118024,0.00014992525,0.00031039183,0.0001310267,0.000014246455,0.00003802431,0.0008344833,0.6449242,0.35278,0.00027776894,0.00027935716,0.000079370766],"about_ca_topic_score_codex":0.000046169065,"about_ca_topic_score_gemma":0.000025589596,"teacher_disagreement_score":0.098956905,"about_ca_system_score_codex":0.000019985084,"about_ca_system_score_gemma":0.000053769956,"threshold_uncertainty_score":0.29035372},"labels":[],"label_agreement":null},{"id":"W1987052150","doi":"10.1016/j.ijrmms.2007.03.002","title":"Analytical solutions for stresses and displacements around a circular opening in a generalized Hoek–Brown rock","year":2007,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":176,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nonlinear system; Yield (engineering); Iterative method; Finite difference method; Mathematics; Structural engineering; Computer simulation; Iterative and incremental development; Numerical analysis; Ultimate tensile strength; Finite difference; Hoek–Brown failure criterion; Applied mathematics; Mathematical analysis; Geology; Mechanics; Geotechnical engineering; Materials science; Computer science; Engineering; Algorithm; Rock mass classification; Physics; Composite material","score_opus":0.02512316136492361,"score_gpt":0.2857501500813687,"score_spread":0.26062698871644513,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1987052150","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48466644,0.00061213126,0.5143736,0.000099607794,0.00018758951,0.000028701126,0.000002937199,0.000008175227,0.000020820069],"genre_scores_gemma":[0.9964149,0.00021081769,0.003263826,0.000019804074,0.00006735376,0.0000015900509,9.433929e-7,0.0000051936277,0.000015594293],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991559,0.0000061154437,0.0002954386,0.00010253957,0.00024932396,0.00019071858],"domain_scores_gemma":[0.9996379,0.000109350054,0.000064942076,0.000030155974,0.00008414376,0.00007348688],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007791749,0.00007860021,0.00014729523,0.00030361259,0.00007898245,0.000096826865,0.0001747912,0.000037782367,0.0000039675906],"category_scores_gemma":[0.00014269663,0.00006823714,0.00004800277,0.00016300601,0.000006836112,0.0001664222,0.000049057595,0.00008534879,1.1873859e-7],"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":[0.000012233444,0.000014711894,0.00028894166,0.0000102636695,0.00007415722,0.000011229729,0.000110325855,0.99302715,0.0011847797,0.0034660154,0.000024734829,0.0017754674],"study_design_scores_gemma":[0.00045414342,0.00006766963,0.0001693738,0.00010922107,0.000027604101,0.000052231895,0.00049895915,0.99725354,0.00009374276,0.00076607516,0.00042433606,0.00008310517],"about_ca_topic_score_codex":0.000008988159,"about_ca_topic_score_gemma":0.000010412121,"teacher_disagreement_score":0.51174843,"about_ca_system_score_codex":0.00003422213,"about_ca_system_score_gemma":0.00002000414,"threshold_uncertainty_score":0.27826297},"labels":[],"label_agreement":null},{"id":"W1987327821","doi":"10.1016/j.ijrmms.2013.01.001","title":"Influence of local heterogeneity on Doorstopper stress measurements","year":2013,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geophysical Methods and Applications","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Borehole; Stress (linguistics); Homogeneous; Stress field; Geology; Geotechnical engineering; Scale (ratio); Mechanics; Structural engineering; Finite element method; Engineering; Statistical physics; Physics","score_opus":0.03125574848697179,"score_gpt":0.29243906201571573,"score_spread":0.26118331352874397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1987327821","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9686377,0.00005122373,0.030911632,0.000111728135,0.00015553988,0.0000257363,0.0000027808503,0.000004107031,0.000099557896],"genre_scores_gemma":[0.99558383,0.00002759184,0.0043077995,0.0000374075,0.000035701687,0.0000019938263,1.18069956e-7,0.0000025869826,0.0000029931082],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993347,0.000010962904,0.00018764417,0.000060709597,0.00033687236,0.00006911628],"domain_scores_gemma":[0.99956805,0.000050704017,0.00009158064,0.00003531835,0.00020880945,0.00004556628],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018254302,0.00005153957,0.00008386602,0.000067712586,0.000033875822,0.000029939334,0.00023609653,0.000018047862,0.000006602306],"category_scores_gemma":[0.000031054686,0.000039053917,0.000029077477,0.00006417438,0.000013139707,0.00013882374,0.00002494942,0.000053358053,0.0000021557628],"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":[0.0000037253408,0.00004410322,0.0009251403,0.000007727571,0.000048103346,7.8315566e-7,0.00013343437,0.93886584,0.03552117,0.0041129678,0.000055385863,0.020281602],"study_design_scores_gemma":[0.0015623873,0.0016880954,0.060231395,0.0013342744,0.000075016294,0.000121499404,0.0025130399,0.6342834,0.25986028,0.036029976,0.0015603803,0.0007402317],"about_ca_topic_score_codex":0.000009442739,"about_ca_topic_score_gemma":0.0000014742884,"teacher_disagreement_score":0.30458245,"about_ca_system_score_codex":0.000012406095,"about_ca_system_score_gemma":0.0000125654815,"threshold_uncertainty_score":0.15925725},"labels":[],"label_agreement":null},{"id":"W1991453663","doi":"10.1016/j.ijrmms.2004.09.005","title":"Dynamic modelling of induced seismicity","year":2004,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":174,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Atomic Energy of Canada Limited; European Commission","keywords":"Induced seismicity; Geology; Brittleness; Seismology; Deformation (meteorology); Geotechnical engineering; Mechanics; Physics","score_opus":0.030513417323311053,"score_gpt":0.25711384280415267,"score_spread":0.2266004254808416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991453663","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5377571,0.00020712202,0.46133882,0.00006079778,0.0005648778,0.000012702401,0.0000015365164,0.0000059606878,0.000051055784],"genre_scores_gemma":[0.98346347,0.00041506425,0.016036801,0.000035154262,0.000038608505,3.4424698e-7,2.7801298e-7,0.0000070628907,0.0000032269936],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910796,0.0000050919616,0.00032954855,0.00008314895,0.0003644456,0.00010978736],"domain_scores_gemma":[0.9995372,0.000024255209,0.00015408242,0.000037315473,0.00019725134,0.00004989564],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035909173,0.000078771474,0.00013822483,0.00021302263,0.000056504698,0.000037477836,0.0002936513,0.00004057176,0.0000023858788],"category_scores_gemma":[0.000022293983,0.00006918806,0.000050949297,0.000092599876,0.000003625223,0.0002090524,0.000043935055,0.00010172537,2.9502937e-7],"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":[0.00000426755,0.0000093419885,0.000002008153,0.000005067863,0.00002858618,0.0000042578977,0.00040937713,0.98154646,0.010226331,0.006237235,0.0000022208835,0.0015248515],"study_design_scores_gemma":[0.0002606267,0.00010394626,0.0000010504793,0.0001482787,0.000009184983,0.00008102579,0.00042556546,0.97496116,0.0053808624,0.018516572,0.000040021205,0.00007167992],"about_ca_topic_score_codex":0.000012317885,"about_ca_topic_score_gemma":0.0000027188232,"teacher_disagreement_score":0.44570634,"about_ca_system_score_codex":0.00004037145,"about_ca_system_score_gemma":0.00006517254,"threshold_uncertainty_score":0.28214073},"labels":[],"label_agreement":null},{"id":"W1992013807","doi":"10.1016/j.ijrmms.2006.04.014","title":"Experimental calibration of stress intensity factors of the ISRM suggested cracked chevron-notched Brazilian disc specimen used for determination of mode-I fracture toughness","year":2006,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":64,"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":"Materials science; Fracture toughness; Rock mass classification; Toughness; Ultimate tensile strength; Fracture mechanics; Geotechnical engineering; Fracture (geology); Composite material; Structural engineering; Stress intensity factor; Ultimate failure; Geology; Engineering","score_opus":0.009601022212032432,"score_gpt":0.24988311899888527,"score_spread":0.24028209678685283,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992013807","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84946793,0.000071041,0.1498945,0.000049441,0.00042493735,0.000053460208,0.000023305833,0.0000056402555,0.000009757796],"genre_scores_gemma":[0.99828684,0.0000046676478,0.0016384557,0.0000040849645,0.00004868222,8.318289e-7,0.0000039981815,0.0000055904793,0.0000068739487],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99915,0.000009133911,0.00035901746,0.00007345453,0.0003330705,0.000075362805],"domain_scores_gemma":[0.99937075,0.00009235035,0.00028156274,0.000051095765,0.00018343452,0.000020832404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012247326,0.000085704334,0.00017706596,0.00010060613,0.00003802332,0.000022669597,0.00025992797,0.000057968806,0.000003649053],"category_scores_gemma":[0.000057627072,0.000058788457,0.000077122364,0.00008598683,0.000024208895,0.00017594062,0.000029869467,0.000069150745,4.5275845e-9],"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":[0.000029333056,0.000044675315,0.0005709562,0.000035690224,0.000036790167,4.7123405e-7,0.0009545124,0.77762896,0.21831779,0.0020983706,0.000022995744,0.00025943335],"study_design_scores_gemma":[0.00029285075,0.00011504726,0.0022913634,0.00011553043,0.000015266425,0.00000790926,0.0009389841,0.50499606,0.48923272,0.0019120477,0.000015156266,0.00006709166],"about_ca_topic_score_codex":0.000032541826,"about_ca_topic_score_gemma":0.000015549625,"teacher_disagreement_score":0.27263293,"about_ca_system_score_codex":0.000026480662,"about_ca_system_score_gemma":0.000025931298,"threshold_uncertainty_score":0.23973237},"labels":[],"label_agreement":null},{"id":"W1992147631","doi":"10.1016/j.ijrmms.2005.06.005","title":"Empirical estimation of rock mass modulus","year":2005,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":1268,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Rock mass classification; Geological Strength Index; Sigmoid function; Geotechnical engineering; Geology; Deformation (meteorology); Modulus; Reliability (semiconductor); Rock mechanics; Mathematics; Computer science; Artificial neural network; Geometry; Physics","score_opus":0.025550288107788803,"score_gpt":0.29057489829380084,"score_spread":0.26502461018601203,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992147631","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37809718,0.00043358817,0.6202368,0.00025315955,0.0008020859,0.000020174724,0.0000026776531,0.000010558991,0.00014378193],"genre_scores_gemma":[0.9723821,0.00021539544,0.027163826,0.000051547162,0.00015447885,6.2818344e-7,4.5644344e-7,0.0000069693524,0.000024551173],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989462,0.000009274979,0.0003825556,0.00008972904,0.00045625627,0.00011602314],"domain_scores_gemma":[0.99950355,0.000048743877,0.00016451949,0.00004162442,0.00019003433,0.00005154767],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039995625,0.00008318525,0.00014110777,0.00021321222,0.000058258953,0.00005021981,0.0002855929,0.00004291272,0.0000140834645],"category_scores_gemma":[0.00008350493,0.00007133968,0.000053148335,0.00009329724,0.00000294599,0.00030157113,0.000038804275,0.00008898677,0.0000013179401],"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":[0.0000057583843,0.000010472625,0.000013345046,0.000004754372,0.00002664711,0.0000023021942,0.00031289706,0.98260754,0.003435924,0.0023100101,0.00014870428,0.0111216465],"study_design_scores_gemma":[0.00017003021,0.00009601331,0.0000051813745,0.00009691319,0.000011084572,0.00007378931,0.00023265163,0.99074376,0.003972623,0.0040396526,0.00048424027,0.00007405758],"about_ca_topic_score_codex":0.0000012504076,"about_ca_topic_score_gemma":0.0000013768209,"teacher_disagreement_score":0.59428495,"about_ca_system_score_codex":0.00003573546,"about_ca_system_score_gemma":0.000044788,"threshold_uncertainty_score":0.29091477},"labels":[],"label_agreement":null},{"id":"W1994397007","doi":"10.1016/s1365-1609(02)00051-5","title":"Modelling brittle failure of rock","year":2002,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":593,"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; Laurentian University","funders":"","keywords":"Brittleness; Cohesion (chemistry); Geotechnical engineering; Geology; Rock mass classification; Failure mechanism; Structural engineering; Materials science; Engineering; Composite material; Physics","score_opus":0.028178074099645997,"score_gpt":0.23448822243967707,"score_spread":0.20631014834003109,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1994397007","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33307192,0.0015309395,0.66395473,0.00014726403,0.0009456313,0.000023730488,0.0000042957477,0.0000129432365,0.00030852022],"genre_scores_gemma":[0.9889231,0.0009588456,0.009915112,0.000024676581,0.00012780562,4.745113e-7,2.635575e-7,0.000008941536,0.000040781484],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989701,0.0000074814425,0.00035863338,0.0000964237,0.00043529685,0.00013207158],"domain_scores_gemma":[0.99946856,0.000042899992,0.0001580476,0.000045305864,0.00022327523,0.00006190688],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028237206,0.000089230205,0.00015461215,0.0002114467,0.00006999284,0.00005907935,0.00034087128,0.000044517248,0.000034721037],"category_scores_gemma":[0.000027949618,0.00007932055,0.000063579384,0.000102455866,0.0000030217561,0.00024979134,0.00004920784,0.000105506435,0.0000014133399],"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":[0.0000021618268,0.000010757623,0.000005412046,0.0000067179435,0.00003340171,0.000005042164,0.00044258535,0.9917147,0.0020872566,0.003590205,0.00022980291,0.0018719223],"study_design_scores_gemma":[0.00018096658,0.00008316995,2.235342e-7,0.00012949079,0.000011202682,0.00011465263,0.0004767299,0.99362403,0.0015593705,0.0026155305,0.0011211585,0.00008346215],"about_ca_topic_score_codex":0.000003931249,"about_ca_topic_score_gemma":0.0000016369488,"teacher_disagreement_score":0.6558512,"about_ca_system_score_codex":0.000018273335,"about_ca_system_score_gemma":0.0000156887,"threshold_uncertainty_score":0.3234598},"labels":[],"label_agreement":null},{"id":"W1995770383","doi":"10.1016/j.ijrmms.2013.12.003","title":"Dynamic behaviour of mining-induced fault slip","year":2014,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":194,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Slip (aerodynamics); Geology; Shear (geology); Fault (geology); Geotechnical engineering; Mechanics; Seismology; Engineering; Petrology","score_opus":0.0170297587221759,"score_gpt":0.26403522603743723,"score_spread":0.24700546731526132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995770383","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88416713,0.00017561267,0.11378286,0.00007524814,0.0015567432,0.000021692009,0.0000028166264,0.000011810322,0.00020608676],"genre_scores_gemma":[0.9924238,0.00013338501,0.0073047588,0.000032384174,0.00007494359,7.32486e-7,5.602575e-7,0.000010385492,0.000019065721],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988634,0.0000141691735,0.00040530507,0.00011094752,0.00046392492,0.00014226981],"domain_scores_gemma":[0.99932414,0.000071289316,0.00022348834,0.000056715504,0.00025313775,0.00007123735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062594406,0.00010283149,0.00018329351,0.000255167,0.000067830966,0.0000555821,0.00040905332,0.00005233383,0.000007964378],"category_scores_gemma":[0.00010155247,0.00008917332,0.000066229986,0.000093293595,0.0000046563605,0.00018479001,0.000061017297,0.000098554716,5.5563794e-7],"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":[0.000028255467,0.000067660614,0.00029432183,0.00003461383,0.00017631504,0.000018325132,0.0027684083,0.82810986,0.107330844,0.016525114,0.00019036193,0.044455927],"study_design_scores_gemma":[0.00028103855,0.00025009617,0.00003105237,0.00015194323,0.000019402529,0.00010388323,0.00087964704,0.99272513,0.003705584,0.0015812733,0.00016361823,0.000107301516],"about_ca_topic_score_codex":0.0000046658197,"about_ca_topic_score_gemma":0.000007740124,"teacher_disagreement_score":0.1646153,"about_ca_system_score_codex":0.000025987705,"about_ca_system_score_gemma":0.000043560758,"threshold_uncertainty_score":0.36363825},"labels":[],"label_agreement":null},{"id":"W1998138524","doi":"10.1016/j.ijrmms.2013.04.006","title":"Fracture characteristics in rock bolts in underground coal mine roadways","year":2013,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":119,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University","funders":"Simon Fraser University","keywords":"Rock bolt; Geology; Mining engineering; Geotechnical engineering; Coal mining; Fracture (geology); Coal; Anchor bolt; Engineering; Civil engineering","score_opus":0.01496179694122746,"score_gpt":0.2430492880043309,"score_spread":0.22808749106310344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1998138524","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92842394,0.000453597,0.069381714,0.00038577322,0.0011395011,0.000056101777,0.0000026350929,0.000009396933,0.00014732177],"genre_scores_gemma":[0.99785477,0.00053062575,0.0012758323,0.00015016607,0.00014796939,0.0000026337266,0.0000014421371,0.000010299167,0.000026282556],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99878967,0.000013720976,0.00048524042,0.0001293886,0.0003812052,0.00020079406],"domain_scores_gemma":[0.99952126,0.00006888097,0.00015412127,0.000046120633,0.0001365782,0.00007305112],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003890676,0.00012239395,0.00020404234,0.0003828345,0.000046428573,0.00015151358,0.00034193965,0.00007238338,0.000030747495],"category_scores_gemma":[0.00007144083,0.00010686974,0.000037045567,0.00012836534,0.00000287991,0.00043824187,0.00005952647,0.00020912508,0.000002853069],"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":[0.00001616735,0.000059239304,0.0016124982,0.000016401977,0.000040147614,0.00006384814,0.0012545328,0.9839648,0.004448651,0.002788913,0.00038820258,0.0053466],"study_design_scores_gemma":[0.0004183011,0.000092013826,0.00080693024,0.00021164872,0.0000044305007,0.000104389335,0.00087044976,0.99126214,0.00024809892,0.0052169943,0.00062635035,0.0001382575],"about_ca_topic_score_codex":0.000042860218,"about_ca_topic_score_gemma":0.00005363318,"teacher_disagreement_score":0.06943078,"about_ca_system_score_codex":0.00006900076,"about_ca_system_score_gemma":0.000053379157,"threshold_uncertainty_score":0.43580216},"labels":[],"label_agreement":null},{"id":"W2001594804","doi":"10.1016/j.ijrmms.2013.12.022","title":"Application of a density–volume fractal model for rock characterisation of the Kahang porphyry deposit","year":2014,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geochemistry and Geologic Mapping","field":"Computer Science","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geological Survey of Canada","funders":"","keywords":"Porphyritic; Fractal; Lithology; Geology; Fractal dimension; Diorite; Quartz; Mineralogy; Volume (thermodynamics); Petrology; Mathematics; Thermodynamics","score_opus":0.014017489253613416,"score_gpt":0.23641643984099855,"score_spread":0.22239895058738512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001594804","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28246307,0.00001734148,0.7164047,0.00084628083,0.0001799672,0.000033669883,0.000001193013,0.0000020895443,0.0000516988],"genre_scores_gemma":[0.98571247,0.0000067874034,0.0140857855,0.0000793035,0.000054275566,0.000001741026,4.8870737e-7,8.792582e-7,0.00005829984],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99918,0.00001758652,0.00028520473,0.00011424094,0.0003291714,0.00007380622],"domain_scores_gemma":[0.9985478,0.000078473364,0.00068448944,0.00008050765,0.0005839056,0.000024849136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062652805,0.00005286941,0.00010760616,0.0000647275,0.00009106297,0.00003842831,0.00070446834,0.000033403976,7.6086496e-7],"category_scores_gemma":[0.00024213936,0.000038098216,0.000055542692,0.00010698065,0.000009944021,0.00024217636,0.0001371837,0.00004745279,1.10008e-7],"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":[0.00007548072,0.00018407367,0.013297118,0.000093434646,0.00011713337,0.0000013271657,0.005040351,0.49130365,0.28187752,0.15543358,0.00024059876,0.05233574],"study_design_scores_gemma":[0.00012611617,0.00007763488,0.0007391776,0.000051329203,0.0000068779927,0.000044894718,0.00007857886,0.9730896,0.011071536,0.0145168975,0.000157544,0.000039859762],"about_ca_topic_score_codex":0.0000060917923,"about_ca_topic_score_gemma":0.0000019049037,"teacher_disagreement_score":0.70324934,"about_ca_system_score_codex":0.000009839033,"about_ca_system_score_gemma":0.000057747882,"threshold_uncertainty_score":0.15536001},"labels":[],"label_agreement":null},{"id":"W2003647552","doi":"10.1016/s1365-1609(03)00069-8","title":"Discontinuity trace map construction using photographs of rock exposures","year":2003,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Image and Object Detection Techniques","field":"Computer Science","cited_by":116,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"National Research Council Canada; National Science Council","keywords":"Discontinuity (linguistics); Computer science; Face (sociological concept); Geology; Classification of discontinuities; TRACE (psycholinguistics); Pixel; Process (computing); Geologic map; Artificial intelligence; Binary number; Artificial neural network; Software; Computer vision; Mathematics","score_opus":0.017213896267417497,"score_gpt":0.27480372958433713,"score_spread":0.25758983331691965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003647552","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21000722,0.00031766872,0.78835607,0.000058839672,0.0010807109,0.000030301413,0.0000011246465,0.000011445149,0.00013663556],"genre_scores_gemma":[0.9077315,0.00007520633,0.09210605,0.000032531225,0.000037405447,4.92766e-7,4.1829555e-8,0.000002200506,0.000014584952],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988806,0.0000534696,0.00034944972,0.00014369283,0.00046376482,0.00010901693],"domain_scores_gemma":[0.99897546,0.00005983609,0.0004943951,0.00006673534,0.00035953202,0.00004406123],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007406345,0.000078391255,0.00013798161,0.00034022512,0.0001262625,0.00015738491,0.0004884601,0.000034991714,0.00000851135],"category_scores_gemma":[0.000110179666,0.000064191605,0.00007580026,0.00022141461,0.000019906907,0.00071481045,0.00006195557,0.00008412448,1.8182048e-7],"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":[0.00015672103,0.0005732981,0.009301422,0.00008714458,0.0005684536,0.00019005721,0.0139422845,0.031597797,0.2693069,0.37828454,0.0006437701,0.2953476],"study_design_scores_gemma":[0.0008481331,0.0011261263,0.00015237549,0.00038822155,0.00003806038,0.0027811062,0.004660002,0.15158835,0.76495874,0.07106807,0.0020186466,0.00037216366],"about_ca_topic_score_codex":0.000014933459,"about_ca_topic_score_gemma":0.0000034170348,"teacher_disagreement_score":0.6977243,"about_ca_system_score_codex":0.000019973226,"about_ca_system_score_gemma":0.00010844829,"threshold_uncertainty_score":0.26176575},"labels":[],"label_agreement":null},{"id":"W2003976789","doi":"10.1016/j.ijrmms.2014.12.005","title":"Stability assessment of stope sequence scenarios in a diminishing ore pillar","year":2015,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Vale (Canada); McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Borehole; Mining engineering; Geology; Brittleness; Geotechnical engineering; Sequence (biology); Pillar; Instability; Computer simulation; Shear (geology); Engineering; Structural engineering; Petrology; Mechanics","score_opus":0.07039614802632901,"score_gpt":0.31831332548477753,"score_spread":0.24791717745844852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003976789","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92551726,0.00031322578,0.072906554,0.00011482034,0.0008963745,0.000037522346,0.0000036862712,0.0000070234505,0.00020351222],"genre_scores_gemma":[0.9887215,0.00020068683,0.010995854,0.000024683604,0.000047720074,9.5356154e-7,4.3233283e-7,0.0000058044106,0.0000023578316],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987151,0.000023267316,0.0004342919,0.000112029375,0.0005839281,0.00013137171],"domain_scores_gemma":[0.999295,0.000061848805,0.00017850848,0.00005443163,0.00032541426,0.000084793326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014524779,0.00008535886,0.00017869887,0.00019521556,0.0000351588,0.00006338817,0.00036462434,0.000038580525,0.000004585411],"category_scores_gemma":[0.00016214087,0.000072972914,0.000035911202,0.00013705874,0.0000073570814,0.0003347613,0.00008497306,0.00013491247,1.1319239e-7],"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":[0.000011499833,0.000034859102,0.0014720748,0.000014791771,0.000030560444,0.000024861056,0.0028125981,0.9762976,0.009544308,0.0065445006,0.000026305732,0.0031860308],"study_design_scores_gemma":[0.00032023143,0.00017770183,0.000038476424,0.00018836818,0.0000061804762,0.00006432823,0.003636983,0.9912073,0.0011823361,0.0029793151,0.00011440004,0.000084388106],"about_ca_topic_score_codex":0.000015406642,"about_ca_topic_score_gemma":0.000024650555,"teacher_disagreement_score":0.06320422,"about_ca_system_score_codex":0.00009681742,"about_ca_system_score_gemma":0.0002088738,"threshold_uncertainty_score":0.2975749},"labels":[],"label_agreement":null},{"id":"W2005976018","doi":"10.1016/j.ijrmms.2012.03.003","title":"Limitations of laser profilometry in measuring surface topography of polycrystalline rocks","year":2012,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Cryospheric studies and observations","field":"Earth and Planetary Sciences","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pebble; Surface finish; Surface roughness; Sediment; Geology; Hyporheic zone; Bond strength; Geomorphology; Materials science; Geotechnical engineering; Layer (electronics); Composite material","score_opus":0.08356871210888327,"score_gpt":0.2571907241036513,"score_spread":0.173622011994768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2005976018","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99396473,0.002265494,0.002690733,0.00020011581,0.0005419827,0.000030032359,0.000014300379,0.0000015101394,0.0002910913],"genre_scores_gemma":[0.9928527,0.00066410797,0.0063804225,0.000028556924,0.000055001154,1.0473202e-7,0.0000012661039,0.0000010586185,0.000016771819],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9990395,0.000020897236,0.000356403,0.00006330447,0.0004034869,0.000116438874],"domain_scores_gemma":[0.9991051,0.00027826734,0.00033179612,0.000029514536,0.00020795462,0.000047363457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000682548,0.000054804685,0.0001358733,0.0001518995,0.000058068712,0.000015441392,0.00020262052,0.000021448892,0.00004172167],"category_scores_gemma":[0.00021264076,0.00004230815,0.000047613084,0.00036596795,0.00002022871,0.000298062,0.000020588377,0.000055646884,2.837088e-7],"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":[0.000027745431,0.00005603627,0.86778724,0.000007776284,0.000050907438,0.0000014573836,0.001466674,0.12339828,0.00031000184,0.00062408356,0.000037421338,0.006232365],"study_design_scores_gemma":[0.001252579,0.0010363506,0.8697907,0.00047544768,0.00006985684,0.000094581264,0.027640475,0.090617366,0.002493719,0.0032730708,0.002907134,0.0003487376],"about_ca_topic_score_codex":0.00014188288,"about_ca_topic_score_gemma":0.00021943483,"teacher_disagreement_score":0.03278091,"about_ca_system_score_codex":0.0000032970697,"about_ca_system_score_gemma":0.000043805747,"threshold_uncertainty_score":0.17252763},"labels":[],"label_agreement":null},{"id":"W2005982824","doi":"10.1016/j.ijrmms.2015.02.009","title":"Strength comparison between cylindrical and prism specimens of Beishan granite under uniaxial compression","year":2015,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":69,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"China Atomic Energy Authority; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Materials science; Anisotropy; Bed; Elastic modulus; Oil shale; Composite material; Dissipation; Orthotropic material; Compression (physics); Modulus; Stress (linguistics); Mineralogy; Geology; Structural engineering; Optics; Thermodynamics","score_opus":0.05410234475793611,"score_gpt":0.2999198224277329,"score_spread":0.24581747766979678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2005982824","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8772089,0.00052055164,0.12122863,0.00010458434,0.0007502044,0.0000357017,0.0000054186526,0.000008937114,0.0001370776],"genre_scores_gemma":[0.99421686,0.00014418078,0.005429157,0.000013871358,0.00018047573,3.9008933e-7,0.0000015206596,0.000007216953,0.000006356055],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886715,0.000018552826,0.00039253087,0.000103110346,0.00050031085,0.00011831827],"domain_scores_gemma":[0.99939144,0.00007829565,0.00019371316,0.00003922334,0.00016722365,0.00013012039],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004338645,0.00009493428,0.00021204168,0.00019167407,0.000060766382,0.00006200095,0.00024576767,0.000053264168,0.00000228986],"category_scores_gemma":[0.00003770584,0.000078443045,0.000032964705,0.000079750054,0.000010633957,0.00017699662,0.00009532438,0.00013468614,2.3736771e-7],"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":[0.000106261985,0.00015831299,0.0030711826,0.000039214803,0.00039999434,0.00002740141,0.0061554275,0.8944908,0.018529832,0.02965501,0.0008976972,0.046468884],"study_design_scores_gemma":[0.000702932,0.00033818037,0.00018147778,0.00021526746,0.000029689048,0.000053870044,0.0014679538,0.986324,0.0022148935,0.007339315,0.0010053044,0.00012713183],"about_ca_topic_score_codex":0.000005298234,"about_ca_topic_score_gemma":0.000003211979,"teacher_disagreement_score":0.11700793,"about_ca_system_score_codex":0.000024466324,"about_ca_system_score_gemma":0.00004442503,"threshold_uncertainty_score":0.31988144},"labels":[],"label_agreement":null},{"id":"W2007808204","doi":"10.1016/s1365-1609(00)00067-8","title":"Thermo-hydro-mechanical characterisation of a bentonite-based buffer material by laboratory tests and numerical back analyses","year":2001,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":86,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Atomic Energy (Canada)","funders":"","keywords":"Bentonite; Geotechnical engineering; Materials science; Finite element method; Swelling; Laboratory test; Buffer (optical fiber); Deformation (meteorology); Heat transfer; Composite material; Mechanics; Geology; Engineering; Structural engineering","score_opus":0.01981904182365539,"score_gpt":0.27387216595061464,"score_spread":0.25405312412695924,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007808204","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98892725,0.00030024606,0.009845223,0.00017858628,0.00064046704,0.000025073212,0.000024777215,0.000010093709,0.000048297483],"genre_scores_gemma":[0.9987808,0.00019301675,0.0008314005,0.00006758225,0.00010782471,7.9010977e-7,0.000003969869,0.00000687431,0.000007729194],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99914515,0.000024107325,0.0002946147,0.00010050131,0.00032943842,0.000106211955],"domain_scores_gemma":[0.99949497,0.00007166999,0.00015799087,0.000035551493,0.00017347097,0.00006636174],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023963688,0.00009604094,0.00016177866,0.00014885304,0.000041844432,0.0000856586,0.00017309726,0.000055562345,0.000060263494],"category_scores_gemma":[0.000046043097,0.000074906864,0.000032682015,0.00015459678,0.000014338314,0.00022164795,0.00002224349,0.000078263176,7.5825767e-7],"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":[0.00024434325,0.00014429785,0.0039032006,0.00003415645,0.00026334182,0.000044481298,0.0005723103,0.03656296,0.9414011,0.00045609736,0.00062847364,0.015745232],"study_design_scores_gemma":[0.0010426493,0.00058783015,0.0017835567,0.00024045419,0.000060852097,0.00017547549,0.00037963229,0.91181314,0.08117304,0.0006527121,0.0018098552,0.00028081166],"about_ca_topic_score_codex":0.00000686381,"about_ca_topic_score_gemma":0.0000010578614,"teacher_disagreement_score":0.87525016,"about_ca_system_score_codex":0.00001890971,"about_ca_system_score_gemma":0.00003875365,"threshold_uncertainty_score":0.30546132},"labels":[],"label_agreement":null},{"id":"W2010243369","doi":"10.1016/j.ijrmms.2014.09.019","title":"Effect of slip-weakening distance on selected seismic source parameters of mining-induced fault-slip","year":2014,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"earthquake and tectonic studies","field":"Earth and Planetary Sciences","cited_by":74,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Slip (aerodynamics); Geology; Seismic moment; Seismology; Moment magnitude scale; Fault (geology); Shear (geology); Geometry; Engineering; Petrology","score_opus":0.013142404306779758,"score_gpt":0.24267555207349056,"score_spread":0.2295331477667108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010243369","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99431086,0.00026428935,0.0042174933,0.00011107099,0.00066007616,0.00004314316,0.0000075080843,0.0000060779334,0.0003794629],"genre_scores_gemma":[0.99869305,0.000060889677,0.0010933381,0.00005561911,0.00006740474,2.586374e-7,0.0000013565641,0.000002702388,0.00002539234],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99846303,0.00011713507,0.0004151215,0.00017302085,0.0006549792,0.00017668371],"domain_scores_gemma":[0.99782604,0.0011962687,0.00063047616,0.000060556842,0.00022131327,0.000065338376],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012550056,0.0001266839,0.0003040868,0.00022376975,0.00012812472,0.000043619686,0.00039164256,0.000041653828,0.000025302354],"category_scores_gemma":[0.0007400005,0.000088584005,0.00007956277,0.00024198147,0.000039086663,0.00014832648,0.000023524035,0.00011409166,0.0000013430783],"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":[0.0008854329,0.000076485354,0.1394682,0.000092549504,0.00050994725,0.000029742676,0.004908206,0.25598672,0.0033228234,0.0008392361,0.00021557756,0.59366506],"study_design_scores_gemma":[0.0026199177,0.016746769,0.025119185,0.0014152117,0.0001490185,0.00036215453,0.0029245021,0.91986406,0.028538663,0.0008753752,0.0008752331,0.0005099153],"about_ca_topic_score_codex":0.0000898233,"about_ca_topic_score_gemma":0.000057355137,"teacher_disagreement_score":0.6638773,"about_ca_system_score_codex":0.0000051428838,"about_ca_system_score_gemma":0.00006271588,"threshold_uncertainty_score":0.3612351},"labels":[],"label_agreement":null},{"id":"W2010283490","doi":"10.1016/j.ijrmms.2013.08.011","title":"Micromechanical model for the rate dependence of the fracture toughness anisotropy of Barre granite","year":2013,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Micromechanics; Fracture toughness; Materials science; Anisotropy; Composite material; Split-Hopkinson pressure bar; Fracture (geology); Isotropy; Toughness; Fracture mechanics; Strain rate; Composite number","score_opus":0.018447510068300248,"score_gpt":0.25071262259730426,"score_spread":0.232265112529004,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010283490","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2965739,0.0005582171,0.7014666,0.0004639141,0.00081760075,0.00009761916,0.000010225106,0.0000037294321,0.000008171003],"genre_scores_gemma":[0.9937434,0.0003359492,0.005694766,0.00012831899,0.00006575005,0.00000430753,2.329579e-7,0.000008452431,0.000018824658],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99901015,0.000014752013,0.00038669916,0.00009420832,0.00036714156,0.00012705105],"domain_scores_gemma":[0.998967,0.0001839174,0.00027694443,0.00008418831,0.0004504453,0.00003751415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053036876,0.00009534501,0.00015825524,0.00007474199,0.00012426077,0.000053726515,0.0007586032,0.00005126495,0.000007324172],"category_scores_gemma":[0.00010565076,0.000053589178,0.00010890914,0.00009358981,0.0000121687035,0.00020808546,0.00009050427,0.00012157698,1.4771632e-7],"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":[0.000011425769,0.000010866277,0.000007838913,0.000013757074,0.000057832873,3.6952912e-7,0.0005295257,0.929194,0.058789816,0.009632149,0.00015878743,0.001593665],"study_design_scores_gemma":[0.00020848204,0.0000620256,0.000009386858,0.00011123966,0.000024269244,0.000029198465,0.00053648744,0.96701235,0.014381588,0.017446676,0.00011778888,0.000060499555],"about_ca_topic_score_codex":0.000010330662,"about_ca_topic_score_gemma":0.000005674578,"teacher_disagreement_score":0.6971695,"about_ca_system_score_codex":0.000014391411,"about_ca_system_score_gemma":0.00007279212,"threshold_uncertainty_score":0.21853031},"labels":[],"label_agreement":null},{"id":"W2011818544","doi":"10.1016/j.ijrmms.2013.01.007","title":"Relationship between percolation–fractal properties and permeability of 2-D fracture networks","year":2013,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":72,"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":"Dimensionless quantity; Fractal dimension; Fractal; Fracture (geology); Percolation (cognitive psychology); Intersection (aeronautics); Mathematics; Percolation threshold; Geometry; Percolation critical exponents; Materials science; Mathematical analysis; Scaling; Geotechnical engineering; Geology; Mechanics; Physics; Engineering; Critical exponent","score_opus":0.032988914366984784,"score_gpt":0.24932703622284721,"score_spread":0.21633812185586243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011818544","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9699662,0.00017260431,0.02866634,0.0009168641,0.00013043606,0.000050363873,9.386893e-7,0.000002736136,0.00009355091],"genre_scores_gemma":[0.99901354,0.000020536972,0.00073024683,0.00007429813,0.000054397206,0.000001557559,4.6468796e-7,0.0000022672248,0.000102678314],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9991435,0.000031669155,0.0002679491,0.00010816119,0.00036963337,0.0000790861],"domain_scores_gemma":[0.999445,0.00014354505,0.0002314754,0.00003198595,0.000104252955,0.000043697728],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043522185,0.00006420366,0.00011006555,0.000057620473,0.00016820378,0.00008312297,0.00017546982,0.000034739627,0.00007745415],"category_scores_gemma":[0.0001479222,0.00004460561,0.000027345981,0.00007003114,0.00006024529,0.00061319326,0.00011649459,0.000080517086,0.0000016895318],"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":[0.0000071218146,0.000020523996,0.9759622,0.0000036939946,0.000020733,7.1399563e-7,0.0020885775,0.009260805,0.00030145398,0.00039586468,0.00012324462,0.011815063],"study_design_scores_gemma":[0.00022647974,0.00019091016,0.9586504,0.000045492176,0.000020671238,0.00003968485,0.002469766,0.03490107,0.00010029245,0.002618698,0.0006383819,0.00009811691],"about_ca_topic_score_codex":0.000063135245,"about_ca_topic_score_gemma":0.0000085036645,"teacher_disagreement_score":0.029047387,"about_ca_system_score_codex":0.000025235155,"about_ca_system_score_gemma":0.00001157759,"threshold_uncertainty_score":0.1818964},"labels":[],"label_agreement":null},{"id":"W2017571886","doi":"10.1016/j.ijrmms.2008.01.019","title":"Development of a shear zone in brittle rock subjected to direct shear","year":2008,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":119,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Natural Resources; University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shear (geology); Direct shear test; Brittleness; Discrete element method; Geology; Shear zone; Triaxial shear test; Shear stress; Geotechnical engineering; Critical resolved shear stress; Shear band; Finite element method; Materials science; Composite material; Structural engineering; Shear rate; Mechanics; Engineering; Seismology; Tectonics","score_opus":0.025536489336719505,"score_gpt":0.25287267703654515,"score_spread":0.22733618769982564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017571886","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8685446,0.00029487352,0.13035645,0.000047610956,0.0005484355,0.000035569014,0.0000019736876,0.000009204082,0.00016132783],"genre_scores_gemma":[0.96820664,0.00021633545,0.031459436,0.000029587341,0.00005104983,0.0000014580376,4.0205745e-7,0.0000080288755,0.000027060722],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988251,0.000009508754,0.00044631134,0.00011303335,0.0004542883,0.00015176562],"domain_scores_gemma":[0.9995687,0.00003870004,0.000098528064,0.00003902837,0.00017641608,0.00007860881],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004315355,0.00008890406,0.00018518718,0.0003875305,0.00007651049,0.000024461673,0.0002796711,0.00003550091,0.00000907462],"category_scores_gemma":[0.00006504096,0.00008166642,0.00003532652,0.00021417894,0.0000025705306,0.00014584229,0.00006855426,0.000087097695,0.0000013036716],"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":[0.000037359558,0.00005785705,0.00014917381,0.000015722404,0.00006931008,0.000048403403,0.007453614,0.92977303,0.052970886,0.000802832,0.00015236053,0.008469448],"study_design_scores_gemma":[0.0007089072,0.00024792974,0.00028853922,0.0005368648,0.000009139079,0.0003547826,0.0014869965,0.9516013,0.040674414,0.00030258816,0.003514284,0.00027420925],"about_ca_topic_score_codex":0.000009978253,"about_ca_topic_score_gemma":0.000021875714,"teacher_disagreement_score":0.09966208,"about_ca_system_score_codex":0.000049539227,"about_ca_system_score_gemma":0.0001176126,"threshold_uncertainty_score":0.33302596},"labels":[],"label_agreement":null},{"id":"W2018905987","doi":"10.1016/j.ijrmms.2006.11.002","title":"Numerical modelling of ore dilution in blasthole stoping","year":2007,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":78,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Stoping; Parametric statistics; Dilution; Mining engineering; Geotechnical engineering; Engineering; Geology","score_opus":0.02970320175304328,"score_gpt":0.2664044977972677,"score_spread":0.23670129604422444,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018905987","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44278917,0.0002664715,0.5563801,0.000022657707,0.00043563682,0.000012024985,4.7196667e-7,0.000003839411,0.00008964923],"genre_scores_gemma":[0.9877434,0.00022274582,0.011930772,0.000014764707,0.00007881369,2.3328442e-7,2.2990834e-7,0.000005421667,0.000003666039],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99904466,0.000006939934,0.00039334313,0.000078772144,0.0003444741,0.00013179237],"domain_scores_gemma":[0.9996078,0.000055167566,0.00013254344,0.00002798382,0.00013340986,0.000043096752],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00088638655,0.00006646416,0.00012826567,0.00031047137,0.000038038484,0.000025809813,0.00020117383,0.00003777451,0.0000026619862],"category_scores_gemma":[0.00003310913,0.000059806465,0.000037542628,0.00013625028,0.000003766657,0.00019368209,0.00002964094,0.0001045987,1.6656665e-7],"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":[0.000009331134,0.0000096618805,0.00005940373,0.0000057604534,0.00001059575,0.00000804133,0.0005121503,0.98826045,0.00213244,0.0052240686,0.0000034291643,0.0037646547],"study_design_scores_gemma":[0.00017831025,0.000071218186,0.000011682129,0.00018760149,0.000003683785,0.000054381882,0.000692651,0.9927421,0.0029211,0.0029895059,0.000085679036,0.00006203725],"about_ca_topic_score_codex":0.000008152022,"about_ca_topic_score_gemma":0.0000050384347,"teacher_disagreement_score":0.5449542,"about_ca_system_score_codex":0.000036198162,"about_ca_system_score_gemma":0.000029729234,"threshold_uncertainty_score":0.2438837},"labels":[],"label_agreement":null},{"id":"W2019450789","doi":"10.1016/s1365-1609(03)00113-8","title":"Measurement of in-situ stress in weak rocks at Mont Terri Rock Laboratory, Switzerland","year":2003,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","cited_by":143,"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":"Commonwealth Scientific and Industrial Research Organisation","keywords":"Borehole; Geology; Hydraulic fracturing; Geotechnical engineering; Stress (linguistics); Deformation (meteorology); Strain gauge; Seismology; Materials science","score_opus":0.017834858393021926,"score_gpt":0.23573689741905363,"score_spread":0.2179020390260317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019450789","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930796,0.001637977,0.0020437518,0.0003236707,0.0006566331,0.000045763467,0.000010397033,0.0000045715024,0.002197635],"genre_scores_gemma":[0.9988774,0.00025052385,0.0006868964,0.00012594575,0.000023756947,2.2238893e-7,6.9952006e-7,0.0000014260136,0.00003309622],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99860156,0.000060518298,0.0003715986,0.0001348735,0.0006911957,0.00014027022],"domain_scores_gemma":[0.99937063,0.00004802422,0.00027952722,0.000043071363,0.00020137838,0.000057364883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001262046,0.00008195384,0.00015641678,0.00035283467,0.00005697807,0.000042283777,0.00029642638,0.000035546826,0.000054445984],"category_scores_gemma":[0.00015027137,0.000063307205,0.00003171358,0.00017221381,0.000011791802,0.00024568534,0.000019584266,0.000096981246,0.0000011773143],"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":[0.00013101999,0.0001316415,0.89489645,0.000025878695,0.000052953557,0.00008323728,0.0019460098,0.07944491,0.004657038,0.0007315613,0.001548262,0.016351055],"study_design_scores_gemma":[0.007754593,0.0045157606,0.109041,0.0057355743,0.00008813877,0.0010307017,0.033957127,0.5657924,0.20135102,0.01853788,0.050477523,0.0017182884],"about_ca_topic_score_codex":0.00041013083,"about_ca_topic_score_gemma":0.0007431137,"teacher_disagreement_score":0.7858554,"about_ca_system_score_codex":0.000026505095,"about_ca_system_score_gemma":0.00013170674,"threshold_uncertainty_score":0.25815928},"labels":[],"label_agreement":null},{"id":"W2020834078","doi":"10.1016/j.ijrmms.2006.09.013","title":"FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations","year":2006,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":442,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Rock mass classification; Excavation; Acoustic emission; Lagrangian analysis; Geotechnical engineering; Geology; Computer simulation; Stress (linguistics); Stress field; Finite element method; Engineering; Structural engineering; Lagrangian; Materials science; Simulation","score_opus":0.015827779339974368,"score_gpt":0.2661088994887357,"score_spread":0.2502811201487613,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020834078","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4912321,0.00019953426,0.5079405,0.00005831249,0.00042079441,0.000021677679,0.00000261887,0.000006015924,0.000118434706],"genre_scores_gemma":[0.995604,0.000087788714,0.004162534,0.000018810275,0.00009996799,8.307285e-7,0.0000017838913,0.000006913402,0.000017378794],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989507,0.000010866611,0.00043752816,0.00009118664,0.0003837231,0.00012598904],"domain_scores_gemma":[0.9994754,0.000096875985,0.00016476924,0.000036642265,0.00019452565,0.000031786665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043774027,0.00007630297,0.00014428697,0.00027754885,0.00005946939,0.000046481775,0.0001932778,0.000042334446,0.000010667732],"category_scores_gemma":[0.000042903124,0.00007030638,0.000042999025,0.00017749732,0.000004300086,0.00024902725,0.000034517554,0.00008650435,3.7379232e-7],"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":[0.0000062427343,0.00002768603,0.00017837633,0.000004096905,0.000011047647,0.0000028976656,0.00022020059,0.9894446,0.0027270382,0.007008721,0.000015980719,0.00035309655],"study_design_scores_gemma":[0.00034331548,0.000060061324,0.00011421686,0.00007462461,0.000006991003,0.00001736326,0.00048749257,0.9898058,0.00033499463,0.008501045,0.00018276606,0.00007132528],"about_ca_topic_score_codex":0.000016533884,"about_ca_topic_score_gemma":0.00004196897,"teacher_disagreement_score":0.5043719,"about_ca_system_score_codex":0.000041408475,"about_ca_system_score_gemma":0.00004337156,"threshold_uncertainty_score":0.28670108},"labels":[],"label_agreement":null},{"id":"W2022576078","doi":"10.1016/j.ijrmms.2007.07.006","title":"The destressability index methodology for the assessment of the likelihood of success of a large-scale confined destress blast in an underground mine pillar","year":2007,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Rock mass classification; Explosive material; Context (archaeology); Rock blasting; Pillar; Scale (ratio); Mining engineering; Engineering; Civil engineering; Process (computing); Geotechnical engineering; Forensic engineering; Geology; Structural engineering; Computer science; Geography","score_opus":0.039450788503287273,"score_gpt":0.3466187822636401,"score_spread":0.30716799376035286,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2022576078","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61669385,0.00021444405,0.3824167,0.00012493537,0.00046250847,0.00006593914,0.0000075921143,0.000001203908,0.000012810611],"genre_scores_gemma":[0.9920867,0.00016066208,0.0076885647,0.00001384148,0.00004026341,0.0000021411015,3.2138672e-7,0.0000053422564,0.000002132951],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986795,0.000064702734,0.00059285894,0.00009504971,0.0004075327,0.0001603605],"domain_scores_gemma":[0.99788773,0.001150183,0.00041991737,0.00010446997,0.00040493882,0.000032774227],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0038411345,0.00008164107,0.0001930313,0.00010266011,0.00011383535,0.000029040897,0.00068462227,0.00004763198,0.0000016832284],"category_scores_gemma":[0.00020900468,0.000044234643,0.000073790805,0.0001419647,0.00003441221,0.000106690975,0.000092778835,0.00011534511,4.0181583e-9],"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":[0.00015726191,0.00018997025,0.016621519,0.000071940376,0.00020720827,0.000001929248,0.002113545,0.8963067,0.043997392,0.029248461,0.000011724648,0.011072351],"study_design_scores_gemma":[0.00054865814,0.0002570753,0.0034555523,0.00013657843,0.000026961017,0.000019101042,0.005196835,0.97090054,0.010722657,0.008632177,0.000044640365,0.00005923493],"about_ca_topic_score_codex":0.000036920817,"about_ca_topic_score_gemma":0.0012504089,"teacher_disagreement_score":0.37539285,"about_ca_system_score_codex":0.000028055216,"about_ca_system_score_gemma":0.0001176306,"threshold_uncertainty_score":0.18038364},"labels":[],"label_agreement":null},{"id":"W2022781882","doi":"10.1016/j.ijrmms.2004.09.002","title":"Developing tools for excavation design at Canada's Underground Research Laboratory","year":2004,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","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":true,"ca_institutions":"Atomic Energy (Canada)","funders":"","keywords":"Excavation; Rock mass classification; Engineering; Geotechnical engineering; Rock mechanics; Radioactive waste; Civil engineering; Cracking; Scope (computer science); Mining engineering; Waste management; Computer science; Materials science","score_opus":0.11841353792302765,"score_gpt":0.3304634288103258,"score_spread":0.21204989088729814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2022781882","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2595515,0.0004148677,0.73826694,0.0005291435,0.0011301807,0.00006354627,0.0000053534254,0.000007681775,0.000030816514],"genre_scores_gemma":[0.9634658,0.00032448902,0.03594427,0.0000900523,0.00014689656,0.000004124857,0.0000011061856,0.000009387835,0.0000138335745],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99882436,0.00001684475,0.00027044083,0.000108594606,0.0005935184,0.00018625577],"domain_scores_gemma":[0.998902,0.00025659744,0.00009173553,0.00003561041,0.0006540238,0.000060026807],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012821162,0.00007515119,0.00010007243,0.0001911461,0.0002715067,0.00016805508,0.00028966513,0.000037709782,0.000002124165],"category_scores_gemma":[0.00026345078,0.00006852626,0.000021339716,0.00014599717,0.0000046797713,0.0003393504,0.000054183896,0.00009170104,2.5564566e-7],"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":[0.00001368554,0.0000034772436,0.0000019690403,0.000008864165,0.000034814315,0.000008097874,0.000255315,0.9393131,0.0066350643,0.05125293,0.0003155204,0.0021571617],"study_design_scores_gemma":[0.0011006437,0.0003422493,0.000009061889,0.00046728415,0.00001609316,0.00014604311,0.0029142485,0.8687572,0.035203807,0.08048928,0.010228822,0.00032529302],"about_ca_topic_score_codex":0.0004341953,"about_ca_topic_score_gemma":0.003828202,"teacher_disagreement_score":0.70391434,"about_ca_system_score_codex":0.0006663356,"about_ca_system_score_gemma":0.0010383225,"threshold_uncertainty_score":0.27944198},"labels":[],"label_agreement":null},{"id":"W2024628241","doi":"10.1016/j.ijrmms.2005.12.001","title":"Size effect on aperture and permeability of a fracture as estimated in large synthetic fractures","year":2006,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":127,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Shearing (physics); Standard deviation; Aperture (computer memory); Materials science; Fracture (geology); Geology; Geotechnical engineering; Mechanics; Mathematics; Structural engineering; Physics; Statistics; Engineering","score_opus":0.006300893838364607,"score_gpt":0.26286357420708384,"score_spread":0.2565626803687192,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024628241","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975095,0.00017373201,0.0012211015,0.0006930579,0.000114801274,0.000039377748,0.0000030489332,0.000002465862,0.00024295288],"genre_scores_gemma":[0.9994192,0.000021958487,0.00023375014,0.00024736958,0.000017860355,9.545855e-7,3.631527e-7,0.0000022939505,0.00005624275],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9990992,0.000039196566,0.00021155998,0.00013540177,0.00041991036,0.000094745265],"domain_scores_gemma":[0.999328,0.00040874633,0.00017214863,0.00003316169,0.00003194113,0.000025973257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005646542,0.00008009538,0.00014100819,0.00006726969,0.00008306015,0.00004232961,0.00016708157,0.00003646405,0.000081030485],"category_scores_gemma":[0.00032060608,0.000052618492,0.000029818357,0.00007589767,0.00003433217,0.00015161047,0.00007563417,0.00006925148,0.0000012796122],"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":[0.0008801255,0.001328115,0.7252068,0.0000678957,0.00019279595,0.00023799905,0.009996936,0.06891783,0.041011795,0.008770687,0.0008948046,0.14249419],"study_design_scores_gemma":[0.0030641216,0.0031581966,0.90759367,0.0006448159,0.00005922183,0.00044045443,0.0022529701,0.05234844,0.0077302945,0.013347681,0.008907401,0.00045272574],"about_ca_topic_score_codex":0.00008485458,"about_ca_topic_score_gemma":0.000051530213,"teacher_disagreement_score":0.18238686,"about_ca_system_score_codex":0.00003019602,"about_ca_system_score_gemma":0.000009351033,"threshold_uncertainty_score":0.21457198},"labels":[],"label_agreement":null},{"id":"W2024842555","doi":"10.1016/j.ijrmms.2005.10.003","title":"Authors’ Reply to the Discussion by H. Sonmez and C. Gokceoglu on their paper “Empirical estimation of rock mass modulus”","year":2005,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geotechnical and Mining Engineering","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Rock mass classification; Estimation; Modulus; Geology; Geotechnical engineering; Mineralogy; Composite material; Materials science; Engineering","score_opus":0.013739423492994481,"score_gpt":0.2555198399691963,"score_spread":0.24178041647620183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024842555","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5623274,0.00044981303,0.42395905,0.012184768,0.00085358805,0.000071779934,0.000012497221,0.000031095737,0.00011001082],"genre_scores_gemma":[0.99427056,0.000071913644,0.005245738,0.0002356267,0.000092068556,0.0000016393385,4.957126e-7,0.000006401932,0.00007553378],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992097,0.00001052973,0.0002559645,0.000101803256,0.00031607083,0.000105935425],"domain_scores_gemma":[0.99967617,0.00007813111,0.00008066873,0.00005238451,0.000052192845,0.000060440852],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004248745,0.00008677585,0.000112677924,0.000100053876,0.00006438788,0.00005128673,0.00023651189,0.00003552332,0.0000073258598],"category_scores_gemma":[0.0001404444,0.000045372984,0.00003199877,0.00009033713,0.0000060936422,0.00017166353,0.00004863869,0.00011679384,0.0000010059862],"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":[0.000010039916,0.000010479951,0.000011920656,0.0000036999008,0.00001611545,8.280038e-7,0.0005719692,0.9615129,0.0046497053,0.00049881206,0.001990686,0.030722816],"study_design_scores_gemma":[0.00010940443,0.00017819926,0.00007276122,0.00015915117,0.0000067342216,0.000037956994,0.0002983659,0.9822557,0.0026074417,0.0006518689,0.013545985,0.00007643424],"about_ca_topic_score_codex":0.0000014532741,"about_ca_topic_score_gemma":0.0000010274747,"teacher_disagreement_score":0.43194318,"about_ca_system_score_codex":0.00002206781,"about_ca_system_score_gemma":0.00001175879,"threshold_uncertainty_score":0.18502566},"labels":[],"label_agreement":null},{"id":"W2025257521","doi":"10.1016/j.ijrmms.2004.04.008","title":"Analysis of a rock slide stabilized with a toe-berm: a case study in British Columbia, Canada","year":2004,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":44,"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","funders":"","keywords":"Berm; Geology; Geotechnical engineering; Classification of discontinuities; Rock mass classification; Excavation; Rockslide; Landslide","score_opus":0.007330798070941997,"score_gpt":0.21775443048510917,"score_spread":0.21042363241416717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025257521","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9812562,0.00015388541,0.018403979,0.000029078612,0.00009857986,0.00003507501,0.000008563856,0.000007186697,0.000007476227],"genre_scores_gemma":[0.99919564,0.000033223216,0.0007317782,0.000010288361,0.00001269606,0.0000018524976,4.337706e-7,0.000004796168,0.000009284143],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989149,0.000011135395,0.00037256806,0.00011324441,0.00046954036,0.00011861218],"domain_scores_gemma":[0.9995359,0.000057290385,0.00012306543,0.000050119463,0.00016788013,0.00006570214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032748227,0.00006465845,0.00027843995,0.000274967,0.000041331474,0.00010365674,0.00021171334,0.000022081536,0.000012394845],"category_scores_gemma":[0.00006914813,0.00007300699,0.000056046298,0.0007524137,0.000005069481,0.00010790959,0.00002861269,0.000102687874,2.2794401e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028727331,0.000042880365,0.0070798723,0.000004054656,0.00039657287,0.0010692092,0.00030751424,0.9902722,0.00005309599,0.0000069562548,0.0000035224712,0.0007612272],"study_design_scores_gemma":[0.001200307,0.00039038085,0.003322884,0.00020351588,0.00039481051,0.0017872103,0.012111404,0.9802464,0.000026299003,0.000093074006,0.000035001074,0.00018870052],"about_ca_topic_score_codex":0.37186116,"about_ca_topic_score_gemma":0.89919746,"teacher_disagreement_score":0.5273363,"about_ca_system_score_codex":0.000094306306,"about_ca_system_score_gemma":0.0001889428,"threshold_uncertainty_score":0.63232166},"labels":[],"label_agreement":null},{"id":"W2028074600","doi":"10.1016/j.ijrmms.2008.02.002","title":"Consolidation settlements above deep tunnels in fractured crystalline rock: Part 1—Investigations above the Gotthard highway tunnel","year":2008,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Geology; Geotechnical engineering; Consolidation (business); Subsoil; Levelling; Arch; Rock mass classification; Human settlement; Groundwater; Mining engineering; Engineering; Civil engineering; Geography; Archaeology","score_opus":0.027969706058933248,"score_gpt":0.2562990977190085,"score_spread":0.22832939166007524,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028074600","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70375264,0.00089801004,0.29225904,0.0009086386,0.0018611016,0.000112668014,0.000028814911,0.00002506421,0.00015404153],"genre_scores_gemma":[0.9960237,0.0008844042,0.0025298302,0.00025849213,0.00024195835,0.0000049403297,0.000006225144,0.000012134257,0.000038319507],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99842846,0.000028630096,0.00060318474,0.00015627229,0.00057903054,0.00020444076],"domain_scores_gemma":[0.9992051,0.00012334173,0.00025691802,0.00007515248,0.00024976104,0.00008971048],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061801635,0.00014353514,0.00017870011,0.00024186836,0.0002564777,0.00010132109,0.00043545014,0.000060582606,0.00003526021],"category_scores_gemma":[0.00015213995,0.00010837889,0.00006037259,0.00018678182,0.000011527233,0.00039093447,0.00006588807,0.00020988307,0.0000023262355],"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":[0.000008907108,0.000022149006,0.00019921044,0.000004578884,0.000051684834,0.000021152397,0.0017148189,0.9905577,0.003319454,0.0029990182,0.00045402654,0.00064730947],"study_design_scores_gemma":[0.00046537776,0.00007645886,0.000104097446,0.000113979484,0.000015817355,0.00019721093,0.0008982715,0.9885413,0.0012944293,0.0045810184,0.0035662912,0.0001457344],"about_ca_topic_score_codex":0.000008743931,"about_ca_topic_score_gemma":0.000028426977,"teacher_disagreement_score":0.29227108,"about_ca_system_score_codex":0.00006602014,"about_ca_system_score_gemma":0.00009193092,"threshold_uncertainty_score":0.44195628},"labels":[],"label_agreement":null},{"id":"W2034085485","doi":"10.1016/j.ijrmms.2014.04.001","title":"Strength and dilation of jointed granite specimens in servo-controlled triaxial tests","year":2014,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":87,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"European Regional Development Fund; Ministerio de Ciencia y Tecnología","keywords":"Dilation (metric space); Geotechnical engineering; Geology; Triaxial shear test; Structural engineering; Engineering; Mathematics; Geometry; Petrology; Shear (geology)","score_opus":0.013856918022266303,"score_gpt":0.2439133887258203,"score_spread":0.230056470703554,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034085485","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96527886,0.00026767523,0.03349836,0.00007809427,0.00066218537,0.00004621951,0.0000021182661,0.000006101057,0.00016036225],"genre_scores_gemma":[0.9973312,0.0002858501,0.0022457691,0.000016448626,0.000106953274,7.69843e-7,5.2886304e-7,0.000005674645,0.0000067745323],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990591,0.000021539247,0.00042981323,0.00009064452,0.00029903607,0.0000998654],"domain_scores_gemma":[0.9994494,0.00013558715,0.00019657346,0.000031979136,0.00014151327,0.000044956876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000771299,0.00008220242,0.00022444437,0.0003197157,0.000038899834,0.00004828767,0.00015122973,0.00003591143,0.0000045423603],"category_scores_gemma":[0.00017441175,0.00006760203,0.000040191986,0.00009658212,0.000004744801,0.0001826449,0.000034618388,0.00008537414,1.31753e-7],"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":[0.00034896343,0.00009363373,0.00073424913,0.000038958246,0.00017565557,0.000013563451,0.0025156378,0.8387447,0.09095344,0.039463587,0.000047350695,0.026870267],"study_design_scores_gemma":[0.0020935119,0.00018141423,0.0001631474,0.00016062493,0.000013241398,0.000034929824,0.00026583864,0.9899736,0.0012252929,0.005718366,0.000096746626,0.000073274256],"about_ca_topic_score_codex":0.00000594855,"about_ca_topic_score_gemma":0.00002652401,"teacher_disagreement_score":0.15122892,"about_ca_system_score_codex":0.000016641477,"about_ca_system_score_gemma":0.000022378326,"threshold_uncertainty_score":0.2756731},"labels":[],"label_agreement":null},{"id":"W2035558988","doi":"10.1016/j.ijrmms.2007.07.017","title":"Application of critical plane approach to the prediction of strength anisotropy in transversely isotropic rock masses","year":2007,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":95,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Transverse isotropy; Anisotropy; Isotropy; Geotechnical engineering; Plane (geometry); Geology; Stress (linguistics); Cracking; Materials science; Compression (physics); Mechanics; Geometry; Physics; Composite material; Mathematics; Optics","score_opus":0.019125162746542947,"score_gpt":0.260970354728951,"score_spread":0.2418451919824081,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035558988","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.325819,0.00013517859,0.67352295,0.00006793097,0.00032201724,0.00004053335,0.0000130303315,0.000003952254,0.000075419804],"genre_scores_gemma":[0.99018407,0.000119051285,0.009594785,0.000014519624,0.000078472054,0.0000013419642,0.0000013340637,0.000004727558,0.0000016812676],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898064,0.000010083539,0.00041145989,0.00009014634,0.00039636454,0.00011131987],"domain_scores_gemma":[0.9995599,0.00009088686,0.00010391469,0.000040894272,0.00016055987,0.000043865206],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005201203,0.00006737941,0.00012588604,0.00023734219,0.00003974957,0.000017961447,0.000261563,0.000038419217,0.000001513923],"category_scores_gemma":[0.00006014985,0.00005116117,0.00003399806,0.00016081108,0.00000526185,0.00012804344,0.000023735534,0.00009028787,1.1176901e-7],"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":[0.000050882947,0.0001042976,0.00028510025,0.00004220445,0.000040354906,0.0000024945011,0.0021094154,0.91814184,0.02826793,0.044564515,0.000044242475,0.006346719],"study_design_scores_gemma":[0.00022520238,0.00019539536,0.00012076562,0.00007159442,0.000013236754,0.00003875301,0.0018769903,0.9895099,0.0064013884,0.001198692,0.00029839284,0.000049680628],"about_ca_topic_score_codex":0.0000108956265,"about_ca_topic_score_gemma":0.000010944927,"teacher_disagreement_score":0.6643651,"about_ca_system_score_codex":0.00002498067,"about_ca_system_score_gemma":0.00002776241,"threshold_uncertainty_score":0.20862919},"labels":[],"label_agreement":null},{"id":"W2036386131","doi":"10.1016/j.ijrmms.2010.04.002","title":"Dynamic cracked chevron notched Brazilian disc method for measuring rock fracture parameters","year":2010,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":138,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fracture toughness; Split-Hopkinson pressure bar; Materials science; Fracture mechanics; Strain gauge; Fracture (geology); Composite material; Chevron (anatomy); Geotechnical engineering; Geology; Strain rate","score_opus":0.01808019671539119,"score_gpt":0.28858300027020156,"score_spread":0.2705028035548104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036386131","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3034891,0.00015099287,0.6936947,0.00033225107,0.0022102802,0.000063984146,0.000006407273,0.000019818011,0.000032480057],"genre_scores_gemma":[0.8704863,0.00009667393,0.12912935,0.00011689502,0.00012443648,0.0000041997764,0.000001705346,0.000018027626,0.0000224072],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987057,0.000013311172,0.00039799346,0.00019018375,0.00046221697,0.00023061872],"domain_scores_gemma":[0.9991508,0.0001687367,0.00021471009,0.000078259916,0.0002696757,0.00011780743],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000923975,0.0001596404,0.00021780147,0.00024349801,0.00017246918,0.00018172082,0.0005206744,0.00009920474,0.00001025853],"category_scores_gemma":[0.00021430306,0.0001332718,0.000118102755,0.000091424175,0.0000040451278,0.0003443985,0.000057508667,0.00028557438,6.84591e-7],"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":[0.000027853406,0.000019153349,0.000010156246,0.00001766082,0.00010883958,0.000005634371,0.0008188952,0.86993384,0.11223874,0.0017233256,0.000090986556,0.01500493],"study_design_scores_gemma":[0.0003877539,0.000103990795,0.000009869888,0.00008276999,0.000028487342,0.000113177026,0.00052644307,0.9818446,0.008008513,0.007312828,0.0014172186,0.00016433626],"about_ca_topic_score_codex":0.0000053257945,"about_ca_topic_score_gemma":0.000033086286,"teacher_disagreement_score":0.56699723,"about_ca_system_score_codex":0.000036689857,"about_ca_system_score_gemma":0.000061676765,"threshold_uncertainty_score":0.54346657},"labels":[],"label_agreement":null},{"id":"W2038717245","doi":"10.1016/s1365-1609(03)00052-2","title":"An experimental method to link morphological properties of rock fracture surfaces to their mechanical properties","year":2003,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Chicoutimi","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Joint (building); Dilation (metric space); Fractal; Fractal dimension; Boundary value problem; Fracture (geology); Stress field; Rock mechanics; Surface finish; Experimental data; Basis (linear algebra); Scale (ratio); Structural engineering; Computer science; Geology; Finite element method; Mathematics; Geotechnical engineering; Geometry; Engineering; Mathematical analysis; Physics; Mechanical engineering; Statistics","score_opus":0.04716388228393779,"score_gpt":0.29476128146753994,"score_spread":0.24759739918360216,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2038717245","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6971375,0.0008742258,0.30103803,0.00023385124,0.000584195,0.00008503406,0.0000032257442,0.000017295804,0.000026685826],"genre_scores_gemma":[0.9618339,0.000069784124,0.03768723,0.00027212026,0.00010366082,0.0000055914757,2.824806e-7,0.000015461408,0.000011975567],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99844366,0.00006690299,0.0004866996,0.00022491316,0.0005532566,0.00022455135],"domain_scores_gemma":[0.99923503,0.00003674735,0.00013351797,0.00008968028,0.00030965937,0.00019538461],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009510986,0.00018338324,0.00029577763,0.00023695423,0.000121536585,0.0001237936,0.000567864,0.00008714948,0.000020414804],"category_scores_gemma":[0.00012679113,0.00012209619,0.00007493543,0.00014698622,0.000004875631,0.00029519352,0.00008833711,0.00015864671,0.0000012872966],"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":[0.00002659035,0.000028833474,0.0000021104377,0.0000043955365,0.00002707321,0.000004524303,0.0012969652,0.5260945,0.4704614,0.0013165054,0.000024187466,0.00071290333],"study_design_scores_gemma":[0.0001587333,0.0006315566,0.000001087282,0.00015283751,0.000008088252,0.00014952806,0.003483322,0.41011623,0.58379287,0.00057758886,0.00078369153,0.0001444777],"about_ca_topic_score_codex":0.0000065379936,"about_ca_topic_score_gemma":0.0000022681418,"teacher_disagreement_score":0.26469645,"about_ca_system_score_codex":0.000040659153,"about_ca_system_score_gemma":0.00006863102,"threshold_uncertainty_score":0.49789378},"labels":[],"label_agreement":null},{"id":"W2039579790","doi":"10.1016/j.ijrmms.2006.07.014","title":"Forecasting potential rock slope failure in open pit mines using the inverse-velocity method","year":2006,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":285,"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":"SMA*; Acceleration; Reliability (semiconductor); Landslide; Filter (signal processing); Geology; Displacement (psychology); Warning system; Moment (physics); Computer science; Seismology; Algorithm; Physics","score_opus":0.027219828337154264,"score_gpt":0.28490460195466905,"score_spread":0.2576847736175148,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039579790","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9408015,0.000071698225,0.0564061,0.0012565542,0.0006576742,0.00007531939,0.0000026073726,0.000002692577,0.00072586775],"genre_scores_gemma":[0.9639032,0.000024437464,0.035673983,0.000126253,0.00012921196,6.294281e-7,4.4336514e-7,0.0000042026327,0.00013765057],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988108,0.00005471747,0.0003228077,0.00016111224,0.0004902177,0.0001603431],"domain_scores_gemma":[0.9994729,0.000070230635,0.00032496615,0.000042402873,0.000049840164,0.000039655988],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001254703,0.00008771289,0.00012594191,0.00008291665,0.00025893247,0.00026601745,0.0007829435,0.000048083606,0.0001116866],"category_scores_gemma":[0.00006672274,0.000051820167,0.000046782632,0.00021322176,0.000018993136,0.000497682,0.00047377087,0.00012301562,9.88255e-7],"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":[0.000034616525,0.00003707451,0.006892331,0.0000016323926,0.000024907995,0.000068048634,0.0005978403,0.9827575,0.002786029,0.00056937203,0.0010110772,0.0052195853],"study_design_scores_gemma":[0.00042010652,0.00007535504,0.0005078606,0.00007882669,0.000017296354,0.00065325113,0.001389636,0.9886326,0.00023652514,0.0056357034,0.0022527312,0.000100105244],"about_ca_topic_score_codex":0.0005114313,"about_ca_topic_score_gemma":0.00084801787,"teacher_disagreement_score":0.0231017,"about_ca_system_score_codex":0.000065740285,"about_ca_system_score_gemma":0.00004688819,"threshold_uncertainty_score":0.25652125},"labels":[],"label_agreement":null},{"id":"W2039710792","doi":"10.1016/j.ijrmms.2014.05.014","title":"Erratum to “3-D transport and acoustic properties of Fontainebleau sandstone during true-triaxial deformation experiments” [Int. J. Rock Mech. Min. Sci. (2014) 1–18]","year":2014,"lang":"en","type":"erratum","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","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 Toronto","funders":"","keywords":"Geology; Geotechnical engineering; Deformation (meteorology); INT; Computer science; Oceanography","score_opus":0.018989531609775238,"score_gpt":0.24295191539907127,"score_spread":0.22396238378929603,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039710792","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90406454,0.015412583,0.032025315,0.0022278163,0.04089171,0.0006111315,0.00015474946,0.00009326349,0.0045189075],"genre_scores_gemma":[0.9940506,0.0017654152,0.0013778734,0.00031368062,0.0005528796,0.0000014419519,0.00002020104,0.000008377442,0.0019095297],"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99752736,0.000056769317,0.00074622565,0.0003129942,0.0010858249,0.0002708233],"domain_scores_gemma":[0.99850374,0.000048319,0.0007821785,0.00009914412,0.00039340614,0.00017319068],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001043119,0.00025657937,0.0004601928,0.00073645933,0.0002795419,0.00015521416,0.000659037,0.00016746703,0.00011090862],"category_scores_gemma":[0.00015701853,0.0001917108,0.000104019826,0.00015868135,0.0000440095,0.00056108873,0.00005599671,0.0003229775,0.0000031871791],"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":[0.0026380594,0.00029668052,0.005665947,0.0012377457,0.00107883,0.00017727591,0.020387977,0.056803465,0.022875255,0.0005489389,0.83913124,0.049158566],"study_design_scores_gemma":[0.0049180402,0.0075185793,0.0027379072,0.01187485,0.0006549733,0.0033347993,0.020511195,0.7698026,0.037455432,0.0050321613,0.13331303,0.0028464254],"about_ca_topic_score_codex":0.00046285513,"about_ca_topic_score_gemma":0.000051865412,"teacher_disagreement_score":0.71299917,"about_ca_system_score_codex":0.000026239226,"about_ca_system_score_gemma":0.00028174758,"threshold_uncertainty_score":0.7817739},"labels":[],"label_agreement":null},{"id":"W2040119291","doi":"10.1016/j.ijrmms.2014.11.002","title":"Experimental and visual analysis of single-phase flow through rough fracture replicas","year":2014,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":134,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Türkiye Bilimsel ve Teknolojik Araştırma Kurumu","keywords":"Fractal dimension; Fracture (geology); Turbulence; Flow (mathematics); Surface finish; Planar; Fractal; Materials science; Variogram; Mechanics; Surface roughness; Geology; Phase (matter); Geometry; Mathematics; Geotechnical engineering; Composite material; Chemistry; Physics; Kriging; Mathematical analysis; Statistics","score_opus":0.02019904896667779,"score_gpt":0.31068405887104034,"score_spread":0.29048500990436255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040119291","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81406194,0.00016428795,0.1850721,0.00032105687,0.00017134871,0.000018675815,0.0000022906768,0.0000024967655,0.00018582342],"genre_scores_gemma":[0.99610347,0.000023340808,0.0034579898,0.00030402353,0.000041968204,8.203328e-7,0.0000010029415,0.0000024578087,0.000064921696],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989328,0.000029859666,0.00028109128,0.00016407279,0.0005015665,0.00009061899],"domain_scores_gemma":[0.9994883,0.00008375171,0.00029253622,0.000037771948,0.000056229266,0.00004142038],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040274573,0.00008017518,0.00018495023,0.00011393862,0.00012020384,0.00006832864,0.00018628984,0.000026955502,0.000086614054],"category_scores_gemma":[0.000061707506,0.00005974138,0.000060578266,0.00019716198,0.000049652295,0.00036444396,0.00014047626,0.00004448855,6.8895713e-7],"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":[0.0005133659,0.0024082337,0.045525417,0.00001926211,0.0033528542,0.00007205521,0.051244516,0.14668596,0.38158202,0.00935006,0.0018968281,0.35734943],"study_design_scores_gemma":[0.002640765,0.0037385288,0.0058348137,0.000107103275,0.0005764461,0.00022194543,0.010680559,0.9002642,0.048415687,0.0016854195,0.02535409,0.0004804398],"about_ca_topic_score_codex":0.00003317379,"about_ca_topic_score_gemma":0.000007814261,"teacher_disagreement_score":0.75357825,"about_ca_system_score_codex":0.000027573684,"about_ca_system_score_gemma":0.000006572327,"threshold_uncertainty_score":0.24361828},"labels":[],"label_agreement":null},{"id":"W2040651480","doi":"10.1016/j.ijrmms.2012.05.015","title":"Experimental study of mechanical properties of gypsum soaked in brine","year":2012,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Program for New Century Excellent Talents in University; National Natural Science Foundation of China","keywords":"Gypsum; Brine; Ultimate tensile strength; Brittleness; Geotechnical engineering; Materials science; Compressive strength; Geology; Composite material; Mineralogy; Chemistry","score_opus":0.04305233481760312,"score_gpt":0.28204382630239305,"score_spread":0.23899149148478993,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040651480","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99313825,0.0012023627,0.0046513123,0.000015330936,0.0008898665,0.000056736895,0.000001078248,0.000004649125,0.00004041834],"genre_scores_gemma":[0.99885327,0.000079337624,0.0009755092,0.0000071768022,0.0000707383,0.0000017570866,1.06631354e-7,0.0000070068277,0.000005082304],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988252,0.000019155066,0.00049132505,0.000074094736,0.00045280874,0.00013742573],"domain_scores_gemma":[0.9995755,0.000023936003,0.00017841383,0.000043617743,0.00012580122,0.000052761086],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000635234,0.00008437814,0.00020553154,0.00025001442,0.000027912667,0.00001662406,0.00027729422,0.00003076329,0.0000069728317],"category_scores_gemma":[0.000044011478,0.00006757297,0.000038734306,0.00010268359,0.000005154386,0.00026635878,0.000090244816,0.0000823379,1.4456683e-7],"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":[0.000101685575,0.001112722,0.00069661427,0.000036719845,0.00017480303,0.000009650328,0.012832541,0.22765027,0.7440159,0.010716348,0.000018787174,0.0026340126],"study_design_scores_gemma":[0.0013438098,0.0012038797,0.00006972419,0.00035994613,0.000023544157,0.00010398581,0.020520657,0.6082322,0.3675159,0.00039719688,0.000051278214,0.00017790565],"about_ca_topic_score_codex":0.00001818832,"about_ca_topic_score_gemma":0.0000073068736,"teacher_disagreement_score":0.38058192,"about_ca_system_score_codex":0.000025055913,"about_ca_system_score_gemma":0.000026443691,"threshold_uncertainty_score":0.27555457},"labels":[],"label_agreement":null},{"id":"W2041900686","doi":"10.1016/j.ijrmms.2011.10.004","title":"Suggested methods for determining the dynamic strength parameters and mode-I fracture toughness of rock materials","year":2011,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":922,"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":"Materials science; Mortar; Composite material; Compressive strength; Split-Hopkinson pressure bar; Toughness; Dynamic loading; Natural rubber; Scanning electron microscope; Fiber; Dynamic testing; Structural engineering; Strain rate; Engineering","score_opus":0.03276644291131371,"score_gpt":0.3200185162056453,"score_spread":0.2872520732943316,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2041900686","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58301944,0.00024703177,0.4159071,0.000030919324,0.00071372185,0.00005342603,0.000009833641,0.0000059318945,0.000012561969],"genre_scores_gemma":[0.9242571,0.00028693367,0.07536153,0.00004098975,0.000033707904,0.0000034025002,0.0000010954415,0.000010919274,0.00000429565],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991079,0.000029438266,0.00039628334,0.0001199992,0.00020536466,0.00014103376],"domain_scores_gemma":[0.9991757,0.00022372413,0.00026907577,0.000057478206,0.00022539319,0.000048604943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007382049,0.00011719323,0.00020916993,0.00014584212,0.00010546716,0.000074204945,0.0003586187,0.000056777328,0.0000044029293],"category_scores_gemma":[0.00012929954,0.00008037141,0.00004906648,0.000060419898,0.00000746751,0.00021225332,0.000065088185,0.00008001075,4.9227314e-8],"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":[0.00021846483,0.00009903314,0.00012729925,0.00014910339,0.0006483086,0.000009577174,0.015096989,0.7468612,0.08742416,0.011761957,0.00007729915,0.1375266],"study_design_scores_gemma":[0.0003434682,0.00021441026,0.000034906647,0.00014062301,0.000044614582,0.000052540938,0.0010706213,0.96394897,0.026301807,0.007631546,0.00010076905,0.00011570893],"about_ca_topic_score_codex":0.0000061769706,"about_ca_topic_score_gemma":0.0000030151068,"teacher_disagreement_score":0.34123766,"about_ca_system_score_codex":0.000015138711,"about_ca_system_score_gemma":0.00003094581,"threshold_uncertainty_score":0.32774508},"labels":[],"label_agreement":null},{"id":"W2042819573","doi":"10.1016/j.ijrmms.2013.09.003","title":"Damage stress and acoustic emission characteristics of the Beishan granite","year":2013,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":363,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Acoustic emission; Stress (linguistics); Geology; Materials science; Composite material; Geotechnical engineering","score_opus":0.011145263724540399,"score_gpt":0.2282691882373968,"score_spread":0.21712392451285642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042819573","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9752674,0.00021973564,0.023394253,0.00010959502,0.00090886356,0.000034978995,0.000008067431,0.0000047810386,0.000052295716],"genre_scores_gemma":[0.9987734,0.00040615152,0.0006862533,0.00003082549,0.00007593436,6.881125e-7,3.6093763e-7,0.000005677177,0.000020684138],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992787,0.000009715177,0.0002571261,0.00006818396,0.00029692042,0.00008933084],"domain_scores_gemma":[0.99949735,0.000046484834,0.0001624901,0.000042963988,0.00019894491,0.000051746883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002073188,0.000070311195,0.00010912858,0.00009203069,0.00008818269,0.00008412124,0.00028301575,0.00003092317,0.000008492158],"category_scores_gemma":[0.00006920788,0.0000469162,0.000030428628,0.00006202375,0.0000082443075,0.00018731088,0.00009059397,0.00008991559,1.8132882e-7],"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":[0.000032431482,0.00011665326,0.005059366,0.00024741443,0.00032746556,0.00002478051,0.006214892,0.3769753,0.5183814,0.01096723,0.0006973495,0.08095572],"study_design_scores_gemma":[0.00017592366,0.00007646623,0.00065616664,0.00041687518,0.000019630179,0.00005544771,0.0008051888,0.9902967,0.004749555,0.0025605583,0.000103125436,0.000084331536],"about_ca_topic_score_codex":0.0000053723998,"about_ca_topic_score_gemma":0.0000019694169,"teacher_disagreement_score":0.6133214,"about_ca_system_score_codex":0.000009896577,"about_ca_system_score_gemma":0.000023402426,"threshold_uncertainty_score":0.19131872},"labels":[],"label_agreement":null},{"id":"W2045022585","doi":"10.1016/j.ijrmms.2007.10.006","title":"Block geometry and rockmass characterization for prediction of dilution potential into sub-level cave mine voids","year":2007,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Kimberlite; Classification of discontinuities; Geology; Block (permutation group theory); Dilution; Rock mass classification; Geotechnical engineering; Mining engineering; Geometry; Geochemistry","score_opus":0.017279040373280537,"score_gpt":0.24345746092366552,"score_spread":0.22617842055038498,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045022585","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5196736,0.00013816892,0.47928596,0.000030520347,0.00080733746,0.000033450386,0.000021635433,0.0000053793465,0.0000039385864],"genre_scores_gemma":[0.9940728,0.00041076657,0.005227694,0.000015601236,0.00024399954,0.0000011371308,0.000009760799,0.000008534142,0.000009707576],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989994,0.0000059790877,0.00041384305,0.00011086419,0.00034363227,0.00012624264],"domain_scores_gemma":[0.9992815,0.000045168068,0.00022075092,0.000031321746,0.0003592638,0.00006196345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076293387,0.00008949399,0.00013586757,0.00036099486,0.00010280073,0.000047313322,0.00013959836,0.00006319829,0.0000011291738],"category_scores_gemma":[0.00007206671,0.00008241938,0.000043244425,0.000110807145,0.000006360434,0.00027781745,0.00004041753,0.0000663909,5.9257342e-8],"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":[0.000073614436,0.00003165862,0.00024643968,0.0000487672,0.000102343234,0.000004259043,0.00075238623,0.15415461,0.81900847,0.002147596,0.000024579966,0.023405293],"study_design_scores_gemma":[0.00048410668,0.000280552,0.00050432794,0.00012525302,0.000031322354,0.000121966004,0.00043544927,0.9578424,0.03846083,0.0014871649,0.00013773178,0.00008887374],"about_ca_topic_score_codex":0.0000041000244,"about_ca_topic_score_gemma":0.0000051546936,"teacher_disagreement_score":0.8036878,"about_ca_system_score_codex":0.000035418765,"about_ca_system_score_gemma":0.00002662025,"threshold_uncertainty_score":0.33609647},"labels":[],"label_agreement":null},{"id":"W2045362451","doi":"10.1016/j.ijrmms.2012.10.005","title":"The role of geologic structure and stress in triggering remote seismicity in Creighton Mine, Sudbury, Canada","year":2013,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":136,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"","keywords":"Induced seismicity; Geology; Microseism; Seismology; Focal mechanism; Shear (geology); Fault plane; Fault (geology); Shear stress; Mining engineering; Petrology","score_opus":0.00700543492544235,"score_gpt":0.20628346669429617,"score_spread":0.19927803176885384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045362451","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99531823,0.001809678,0.0022753843,0.00013645284,0.00036611117,0.000037814134,0.0000048951088,0.0000019346937,0.000049499642],"genre_scores_gemma":[0.99842834,0.0006041064,0.00090864423,0.000018898641,0.000030215098,3.668659e-7,2.9575486e-7,0.0000035401335,0.00000557496],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99922043,0.000012920887,0.00030596185,0.00008002947,0.00025205786,0.00012858113],"domain_scores_gemma":[0.9996344,0.00008002968,0.0001179076,0.000033007836,0.000097917015,0.0000367268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002659382,0.0000722401,0.00012404441,0.00013023587,0.00004927978,0.00005161529,0.00024813288,0.000033320517,0.0000034751529],"category_scores_gemma":[0.00005502022,0.000050189832,0.0000143944535,0.00008661168,0.0000057701104,0.0001409568,0.00005710374,0.00012106455,1.8494987e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014066493,0.000008154581,0.0024711487,0.000015000169,0.000032064,0.000016398808,0.0006460749,0.94411254,0.011215212,0.0040374226,0.000025076852,0.037406843],"study_design_scores_gemma":[0.00016969562,0.00003604943,0.00034094148,0.000116814146,0.0000023531015,0.000040384664,0.0010828915,0.98001003,0.0042693727,0.013692213,0.00017872966,0.00006051654],"about_ca_topic_score_codex":0.0194335,"about_ca_topic_score_gemma":0.03231398,"teacher_disagreement_score":0.037346326,"about_ca_system_score_codex":0.000040409315,"about_ca_system_score_gemma":0.000076537064,"threshold_uncertainty_score":0.9870962},"labels":[],"label_agreement":null},{"id":"W2046209125","doi":"10.1016/j.ijrmms.2005.04.001","title":"Subsurface hydro-mechanical (HM) impacts of glaciation: Sensitivity to transient analysis, HM coupling, fracture zone connectivity and model dimensionality","year":2005,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Atomic Energy (Canada)","funders":"","keywords":"Glacial period; Geology; Shield; Hydrogeology; Last Glacial Maximum; Finite element method; Rock mass classification; Geomorphology; Geotechnical engineering; Petrology; Engineering; Structural engineering","score_opus":0.013065352999054446,"score_gpt":0.26632067540840715,"score_spread":0.2532553224093527,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046209125","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7098187,0.00008076668,0.28834414,0.0016062967,0.000084867184,0.000040552248,0.000008610055,0.0000032898736,0.000012790398],"genre_scores_gemma":[0.99526155,0.00006106422,0.004212052,0.00037472948,0.000035441724,8.3372964e-7,0.0000010525555,0.0000031425832,0.000050129674],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983642,0.000041409654,0.00036831858,0.00023893462,0.0008388425,0.00014827737],"domain_scores_gemma":[0.9991654,0.00016764761,0.00031606547,0.0000613073,0.00016106697,0.00012847014],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014968589,0.000119383105,0.0002687597,0.00013827276,0.0001697982,0.000058532954,0.00015821583,0.000041005613,0.000028761973],"category_scores_gemma":[0.00011080288,0.00009416184,0.00008170136,0.00025302445,0.000037191377,0.00038909822,0.00014348453,0.00009518721,0.0000011379416],"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":[0.0000741625,0.00013246525,0.014430678,0.0000033454435,0.00021955151,0.000008783106,0.0020505288,0.95353955,0.025167642,0.000840237,0.00010649109,0.003426548],"study_design_scores_gemma":[0.0004056368,0.00020613852,0.02585243,0.00003433333,0.00012696769,0.000062098596,0.00053106126,0.9675567,0.0042400747,0.00033419067,0.00050008856,0.0001502506],"about_ca_topic_score_codex":0.00009790243,"about_ca_topic_score_gemma":0.00048140038,"teacher_disagreement_score":0.28544286,"about_ca_system_score_codex":0.00007949657,"about_ca_system_score_gemma":0.000032166463,"threshold_uncertainty_score":0.38398084},"labels":[],"label_agreement":null},{"id":"W2050336427","doi":"10.1016/j.ijrmms.2011.06.006","title":"Influence of rock properties and environmental conditions on thin spray-on liner adhesive bond","year":2011,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus","funders":"","keywords":"Adhesive; Materials science; Adhesion; Ultimate tensile strength; Bond strength; Composite material; Substrate (aquarium); Surface finish; Grain size; Surface roughness; Geology; Layer (electronics)","score_opus":0.017511096794863942,"score_gpt":0.21122063279972614,"score_spread":0.19370953600486218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050336427","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979512,0.00020739833,0.0014122509,0.000041993393,0.00019645895,0.000022655722,0.000008719,0.000009377234,0.00014995004],"genre_scores_gemma":[0.9992724,0.00014993109,0.00048291055,0.000041713072,0.000031614276,8.451709e-7,3.9619746e-7,0.000004398056,0.0000157889],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994147,0.000005407035,0.00018556605,0.00007455887,0.0002447096,0.00007508727],"domain_scores_gemma":[0.9997709,0.000041908985,0.00007935683,0.000032557287,0.000031832395,0.000043439104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010499397,0.00007653618,0.00009584971,0.00012624537,0.000049667877,0.000022978098,0.00015715802,0.00003540538,0.0000068069426],"category_scores_gemma":[0.000050858762,0.00005594424,0.000024602801,0.00003356775,0.00001676111,0.0001321432,0.000025325942,0.000106091546,4.835177e-7],"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":[0.000015035398,0.000015835081,0.0000657822,0.000006228862,0.00003260251,0.0000054529132,0.0005571483,0.9823038,0.011427642,0.0053309742,0.000033705,0.00020580538],"study_design_scores_gemma":[0.0014927214,0.0038980464,0.011431679,0.0015370576,0.000088458284,0.0008229584,0.0051325588,0.8583699,0.093124434,0.022223681,0.0011342798,0.00074421015],"about_ca_topic_score_codex":0.0000033268234,"about_ca_topic_score_gemma":7.323499e-7,"teacher_disagreement_score":0.123933874,"about_ca_system_score_codex":0.000013592704,"about_ca_system_score_gemma":0.000011273085,"threshold_uncertainty_score":0.228134},"labels":[],"label_agreement":null},{"id":"W2050822061","doi":"10.1016/j.ijrmms.2009.02.012","title":"Analysis of aperture evolution in a rock joint using a complex network approach","year":2009,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Complex network; Shear (geology); Gaussian; Geology; Perpendicular; Joint (building); Aperture (computer memory); Cluster (spacecraft); Topology (electrical circuits); Computer science; Joint probability distribution; Statistical physics; Geometry; Mathematics; Physics; Structural engineering; Engineering","score_opus":0.02540908005715111,"score_gpt":0.26306894661760716,"score_spread":0.23765986656045604,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050822061","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89970523,0.000252909,0.09892628,0.00026107984,0.000171849,0.00003517486,0.0000025628872,0.0000024385602,0.0006424482],"genre_scores_gemma":[0.9927578,0.000054954722,0.0070229615,0.000109705914,0.000039692448,1.3578095e-7,0.0000010400911,0.000001580646,0.000012109069],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988816,0.000028215716,0.00034222717,0.00012736517,0.0004944239,0.0001261626],"domain_scores_gemma":[0.99950796,0.000032097723,0.00033619246,0.000037749633,0.00004025007,0.00004573104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062026636,0.000067657544,0.00019374955,0.00022812391,0.000077124365,0.000035151937,0.0002447858,0.000046151727,0.00005761083],"category_scores_gemma":[0.000044999026,0.00004703247,0.00008629833,0.00062986265,0.00001213494,0.00017925148,0.000065995766,0.000090709415,3.4837194e-7],"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":[0.000020687432,0.00004616163,0.011697028,7.050314e-7,0.000076182856,0.0000053998865,0.00035451434,0.98367435,0.0021962905,0.001031373,0.000039405553,0.00085788977],"study_design_scores_gemma":[0.00020310923,0.0001351963,0.026186591,0.000044650515,0.00007297369,0.00006844926,0.0003591664,0.9711336,0.00000876092,0.0016207068,0.00010529115,0.000061499646],"about_ca_topic_score_codex":0.000042962245,"about_ca_topic_score_gemma":0.000018847713,"teacher_disagreement_score":0.093052566,"about_ca_system_score_codex":0.00008245222,"about_ca_system_score_gemma":0.000025863596,"threshold_uncertainty_score":0.19179285},"labels":[],"label_agreement":null},{"id":"W2053318854","doi":"10.1016/j.ijrmms.2007.05.005","title":"A strain-softening numerical model of core discing and damage","year":2007,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Geology; Shear (geology); Ultimate tensile strength; Geotechnical engineering; Drilling; Dilatant; Structural engineering; Engineering; Materials science; Composite material; Mechanical engineering; Petrology","score_opus":0.03281644822454274,"score_gpt":0.2802636658240825,"score_spread":0.24744721759953978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053318854","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5080695,0.00025582174,0.49127108,0.000027540646,0.0002631628,0.0000129001455,0.0000036489475,0.0000056470367,0.00009072259],"genre_scores_gemma":[0.9740263,0.00019812949,0.02566168,0.000029782628,0.000068061854,2.0655841e-7,3.4742487e-7,0.0000075679864,0.000007882542],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990296,0.0000038687167,0.00035319186,0.00009690647,0.00037253482,0.00014391022],"domain_scores_gemma":[0.9995099,0.00007602904,0.00015389058,0.0000327244,0.0001462601,0.00008121936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007657171,0.00008489342,0.00014818505,0.000208353,0.000072055314,0.000043024414,0.00021538082,0.000036293026,0.0000018944111],"category_scores_gemma":[0.000060745286,0.00007156533,0.000037471644,0.00008366053,0.000008040921,0.00021245712,0.00007162453,0.00010796994,6.470569e-8],"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":[0.000014457216,0.000010893262,0.00007471684,0.000012131524,0.00004107831,0.000013028716,0.0013893204,0.9045455,0.050892178,0.0270303,0.000009596192,0.01596679],"study_design_scores_gemma":[0.00018772468,0.00008671534,0.000019662575,0.00012602638,0.000011089661,0.00009115172,0.0011712705,0.9907309,0.0014421166,0.0060336716,0.000021630933,0.000078034485],"about_ca_topic_score_codex":0.0000022252318,"about_ca_topic_score_gemma":0.0000027928747,"teacher_disagreement_score":0.46595684,"about_ca_system_score_codex":0.000017367649,"about_ca_system_score_gemma":0.000034142315,"threshold_uncertainty_score":0.29183495},"labels":[],"label_agreement":null},{"id":"W2057344533","doi":"10.1016/j.ijrmms.2005.03.011","title":"Numerical study of the THM effects on the near-field safety of a hypothetical nuclear waste repository—BMT1 of the DECOVALEX III project. Part 2: Effects of THM coupling in continuous and homogeneous rocks","year":2005,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Nuclear Safety Commission","funders":"","keywords":"Borehole; Radioactive waste; Homogeneous; Coupling (piping); Bentonite; Rock mass classification; Nuclear engineering; Environmental science; Geotechnical engineering; Geology; Engineering; Waste management; Mechanical engineering; Physics; Statistical physics","score_opus":0.008645719403880085,"score_gpt":0.22778730186225266,"score_spread":0.21914158245837256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057344533","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99620026,0.00031449093,0.0025448306,0.00011922953,0.0005484036,0.00021223375,0.0000012588399,0.0000026813002,0.000056579283],"genre_scores_gemma":[0.9995677,0.00009106223,0.00024261884,0.000029547235,0.000052386476,0.0000022252934,2.4098323e-8,0.000008276879,0.0000061764254],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986805,0.000055065022,0.00049182255,0.00011565476,0.0005410695,0.000115910574],"domain_scores_gemma":[0.99874586,0.00060957886,0.00036950363,0.000111737485,0.00013753565,0.000025784804],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005937123,0.000103670005,0.00026440926,0.000079818674,0.000111790396,0.000026167143,0.0004397125,0.000046235895,0.000001090132],"category_scores_gemma":[0.00024904087,0.000056093777,0.0000825485,0.00014990267,0.000020249012,0.00005550114,0.00013002667,0.00017778932,2.7314009e-8],"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":[0.00016479084,0.0002122385,0.0005781912,0.00007323068,0.00016772136,0.000009631703,0.00505779,0.9579868,0.02844371,0.0016512668,0.000030690986,0.005623951],"study_design_scores_gemma":[0.0007187906,0.00092716585,0.000082357874,0.0008905191,0.00004422068,0.000081418395,0.0016417885,0.9219365,0.07337501,0.0001940403,0.0000362148,0.00007196773],"about_ca_topic_score_codex":0.000023199222,"about_ca_topic_score_gemma":0.000009512867,"teacher_disagreement_score":0.044931293,"about_ca_system_score_codex":0.000018992781,"about_ca_system_score_gemma":0.00005492998,"threshold_uncertainty_score":0.22874378},"labels":[],"label_agreement":null},{"id":"W2058936133","doi":"10.1016/j.ijrmms.2014.05.001","title":"Numerical study of dynamic fracture aperture during production of pressure-sensitive reservoirs","year":2014,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"National Science and Technology Major Project; China Scholarship Council; National Natural Science Foundation of China","keywords":"Mechanics; Geotechnical engineering; Shear stress; Geology; Fracture (geology); Shear (geology); Anisotropy; Dilation (metric space); Finite element method; Materials science; Lithology; Stress field; Composite material; Structural engineering; Geometry; Engineering; Petrology; Mathematics; Optics","score_opus":0.006508284858034538,"score_gpt":0.24215355249918658,"score_spread":0.23564526764115204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058936133","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9828891,0.00023504421,0.01598373,0.00026359298,0.0005145087,0.00003730151,0.0000012901339,0.000007925941,0.0000674826],"genre_scores_gemma":[0.99932855,0.00007003712,0.0004583724,0.00000987403,0.00008858348,5.371243e-7,3.9728934e-7,0.0000058790497,0.000037756257],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988965,0.0000407084,0.0003297083,0.000113702845,0.0005311485,0.000088224915],"domain_scores_gemma":[0.99928397,0.00009796036,0.0002468218,0.000067932415,0.00026250197,0.00004083911],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043383657,0.00008247687,0.00021159637,0.00023567202,0.00005980761,0.000022169008,0.00025703333,0.00004147987,0.000005254819],"category_scores_gemma":[0.00029521668,0.00006030009,0.00005644332,0.00014814711,0.000012180304,0.00015569091,0.00003496992,0.00013982746,1.5542633e-7],"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":[0.000024812156,0.000056793353,0.00027905137,0.000024522547,0.00020748189,0.0000037689763,0.0018539334,0.9933093,0.0037209075,0.000012285725,0.00002564104,0.00048146205],"study_design_scores_gemma":[0.00039757328,0.00042692237,0.0023503853,0.00021955046,0.00008195954,0.00008823105,0.0034080793,0.98708886,0.0052579036,0.00016951877,0.00040030314,0.00011074005],"about_ca_topic_score_codex":0.000020419471,"about_ca_topic_score_gemma":0.000008374004,"teacher_disagreement_score":0.01643944,"about_ca_system_score_codex":0.00001437145,"about_ca_system_score_gemma":0.000016074488,"threshold_uncertainty_score":0.24589664},"labels":[],"label_agreement":null},{"id":"W2060493576","doi":"10.1016/j.ijrmms.2007.04.005","title":"Fracture toughness anisotropy in granitic rocks","year":2007,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":210,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Anisotropy; Geology; Fracture toughness; Fracture (geology); Chevron (anatomy); Homogeneous; Mineralogy; Materials science; Composite material; Geotechnical engineering; Optics","score_opus":0.014233194871186074,"score_gpt":0.2621738769828442,"score_spread":0.24794068211165815,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2060493576","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5478863,0.0005578941,0.44991046,0.00009234914,0.0012901328,0.000023613953,0.0000016988716,0.000010929349,0.00022661162],"genre_scores_gemma":[0.9959958,0.00031094276,0.0033636522,0.00013172902,0.00017853802,4.0567974e-7,5.193105e-7,0.000008371287,0.000010040347],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989778,0.0000068058507,0.00034568028,0.00009783908,0.00038948518,0.00018241552],"domain_scores_gemma":[0.9995889,0.00006813857,0.000101003185,0.00003571904,0.00013942072,0.00006678634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069789204,0.00009327089,0.00013247898,0.0003245631,0.00006425325,0.00007495231,0.00030935375,0.000054400698,0.0000082992365],"category_scores_gemma":[0.000051112085,0.000080264894,0.000040049043,0.00013156618,0.000003522496,0.00024582935,0.00003702965,0.0001538097,5.6711497e-7],"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":[0.000027622138,0.00002950379,0.00025742516,0.000010670252,0.000041521274,0.00013901123,0.0014209582,0.9738238,0.0050679874,0.009052249,0.0001695237,0.009959756],"study_design_scores_gemma":[0.0007200321,0.00019992123,0.00013487758,0.00027520407,0.0000144412115,0.0004377188,0.0020084297,0.96983016,0.004295859,0.017870087,0.0039711883,0.00024207319],"about_ca_topic_score_codex":0.0000068247846,"about_ca_topic_score_gemma":0.000026316562,"teacher_disagreement_score":0.44810948,"about_ca_system_score_codex":0.000049217764,"about_ca_system_score_gemma":0.00003606174,"threshold_uncertainty_score":0.32731074},"labels":[],"label_agreement":null},{"id":"W2062805600","doi":"10.1016/j.ijrmms.2013.01.002","title":"Rock mass response ahead of an advancing face in faulted shale","year":2013,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre for Excellence in Mining Innovation","funders":"Eidgenössisches Nuklearsicherheitsinspektorat","keywords":"Geology; Rock mass classification; Bedding; Borehole; Spall; Oil shale; Tectonics; Bed; Geotechnical engineering; Anisotropy; Seismology; Lithology; Discontinuity (linguistics); Petrology; Paleontology","score_opus":0.015378874891485378,"score_gpt":0.26866013669600963,"score_spread":0.25328126180452426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2062805600","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8725618,0.0002812497,0.1263864,0.0001065303,0.00056061865,0.000044606168,0.000002975445,0.000009382929,0.00004641327],"genre_scores_gemma":[0.9902934,0.00014942826,0.009443107,0.000032300228,0.000048368303,0.0000018793868,4.177555e-7,0.000009217307,0.00002192528],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988431,0.00003075241,0.00043300982,0.00011791481,0.00040272594,0.00017251179],"domain_scores_gemma":[0.99936086,0.00011365817,0.00016561491,0.000056197216,0.00023158635,0.000072088595],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00080145674,0.000097140175,0.00017110755,0.00035664198,0.00004847018,0.00006753303,0.00037763937,0.000047112706,0.000019503734],"category_scores_gemma":[0.00017642634,0.00008584037,0.000038539958,0.00014574213,0.0000030499966,0.0005743218,0.000046098376,0.00012062165,0.0000011429172],"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":[0.00003584457,0.000017047065,0.000046503985,0.0000067046744,0.0000177372,0.000010459515,0.0009273343,0.87936366,0.115513824,0.0005848455,0.000024840108,0.0034511944],"study_design_scores_gemma":[0.00027528987,0.00021235443,0.000050880964,0.00019892208,0.000004266019,0.000066526496,0.0028976942,0.9854398,0.0076466254,0.003040162,0.00007125553,0.00009627275],"about_ca_topic_score_codex":0.000016211432,"about_ca_topic_score_gemma":0.000011762836,"teacher_disagreement_score":0.117731534,"about_ca_system_score_codex":0.00004318251,"about_ca_system_score_gemma":0.00005795604,"threshold_uncertainty_score":0.35004687},"labels":[],"label_agreement":null},{"id":"W2064256072","doi":"10.1016/j.ijrmms.2010.01.004","title":"Evaluating damage during shear tests of rock joints using acoustic emissions","year":2010,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":224,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Direct shear test; Acoustic emission; Rock mass classification; Shearing (physics); Shear (geology); Profilometer; Geotechnical engineering; Geology; Borehole; Surface finish; Joint (building); Materials science; Composite material; Structural engineering; Engineering","score_opus":0.0446144431913945,"score_gpt":0.3314018783833134,"score_spread":0.2867874351919189,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064256072","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9346979,0.00013639209,0.063297324,0.000030421166,0.001715103,0.000036365138,0.000004484957,0.0000136461795,0.00006831367],"genre_scores_gemma":[0.9784061,0.00008029609,0.021272639,0.000012057018,0.00019603861,5.8661357e-7,3.4430246e-7,0.000014215767,0.000017754437],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985459,0.000014569049,0.00049138354,0.00013829439,0.00062200107,0.00018784884],"domain_scores_gemma":[0.99908346,0.0000934415,0.00026969382,0.000076180106,0.0003669734,0.000110237095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076687516,0.00012189145,0.00019127502,0.00030848305,0.00019050103,0.00008295589,0.0003953644,0.00006404211,0.00002830985],"category_scores_gemma":[0.0003775741,0.00010676023,0.00006692495,0.0001412284,0.0000059032645,0.00030100145,0.000121082776,0.00025204656,5.234563e-7],"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":[0.0000038784697,0.000008483171,0.00003662329,0.000010164537,0.000019919054,0.000005550563,0.00023713156,0.5428876,0.4559483,0.00021947613,0.0000033517229,0.0006195231],"study_design_scores_gemma":[0.00028142956,0.00008834427,0.00006164215,0.00030085508,0.000026767195,0.0002529959,0.0005211523,0.9811919,0.016036188,0.0011107245,0.000015507583,0.00011249687],"about_ca_topic_score_codex":0.000003973454,"about_ca_topic_score_gemma":0.000005437252,"teacher_disagreement_score":0.4399121,"about_ca_system_score_codex":0.000028161983,"about_ca_system_score_gemma":0.00010762462,"threshold_uncertainty_score":0.43535557},"labels":[],"label_agreement":null},{"id":"W2067802763","doi":"10.1016/j.ijrmms.2010.06.002","title":"Stress calculation methods for overcoring techniques in heterogeneous rocks","year":2010,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Geology; Stress (linguistics); Geotechnical engineering; Mineralogy","score_opus":0.023788130889514706,"score_gpt":0.3346859667710003,"score_spread":0.3108978358814856,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067802763","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32142383,0.00017549373,0.676951,0.00003442964,0.0012993489,0.00004651807,0.0000026606729,0.000013716359,0.000052988038],"genre_scores_gemma":[0.8757693,0.0001348541,0.1239019,0.000020028026,0.00015425756,0.000004217792,6.099769e-7,0.000008457881,0.0000063397715],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992665,0.000010351912,0.00030433954,0.00010380779,0.00018684148,0.0001281807],"domain_scores_gemma":[0.9995506,0.00009660654,0.00010924001,0.000039498937,0.00015858702,0.000045463494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076163694,0.00008253325,0.00012426093,0.0002680497,0.00006234512,0.000081933686,0.00025116053,0.000060303362,0.0000029090907],"category_scores_gemma":[0.00010497153,0.00007406577,0.000048500904,0.00007033433,0.0000028092832,0.00021104244,0.000041474785,0.00013567282,7.9599715e-8],"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":[0.000015025229,0.000018702007,0.00011625808,0.000014865188,0.000034884462,0.0000065709373,0.00048780223,0.7313919,0.11661602,0.004910581,0.000016390035,0.14637099],"study_design_scores_gemma":[0.00015202905,0.00007336962,0.000004337868,0.000082688704,0.000006130936,0.00008541869,0.00009853107,0.93948346,0.053137325,0.005747665,0.0010417635,0.0000872723],"about_ca_topic_score_codex":0.0000052625655,"about_ca_topic_score_gemma":0.000026969725,"teacher_disagreement_score":0.5543455,"about_ca_system_score_codex":0.000024205296,"about_ca_system_score_gemma":0.000028588478,"threshold_uncertainty_score":0.30203146},"labels":[],"label_agreement":null},{"id":"W2069047618","doi":"10.1016/j.ijrmms.2006.12.002","title":"Effects of frequency and grouted length on the behavior of guided ultrasonic waves in rock bolts","year":2007,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Ultrasonics and Acoustic Wave Propagation","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Attenuation; Rock bolt; Acoustics; Ultrasonic sensor; Geotechnical engineering; Guided wave testing; Group velocity; Geology; Structural engineering; Materials science; Engineering; Optics; Physics","score_opus":0.012029684641927895,"score_gpt":0.24673195652173155,"score_spread":0.23470227187980366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069047618","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9860144,0.00046120022,0.01296102,0.00005317389,0.00035689416,0.00006675201,0.0000027481651,0.0000029780567,0.00008078673],"genre_scores_gemma":[0.998494,0.00029951823,0.0011485417,0.00001549581,0.00003285195,0.0000012104164,2.675139e-7,0.000004146983,0.0000039618035],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991629,0.000013245256,0.00033796113,0.00006930763,0.00032176514,0.00009480933],"domain_scores_gemma":[0.9992342,0.00039434622,0.00018947979,0.000029649316,0.00012360456,0.000028750159],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007193571,0.00006816361,0.000119229095,0.00018324,0.000032370757,0.000022187181,0.00018628263,0.000032263386,0.0000031888958],"category_scores_gemma":[0.00023394143,0.000046741425,0.00002708091,0.00011260846,0.000011747234,0.000107391206,0.000017157023,0.00009325437,8.850413e-8],"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":[0.000059703423,0.00029623453,0.0064533185,0.00012783274,0.00016543112,0.000063259286,0.003564855,0.06579893,0.85416293,0.046065032,0.00007132331,0.023171175],"study_design_scores_gemma":[0.0026798937,0.0022876777,0.037463434,0.0025404135,0.00015778934,0.0004612282,0.0042502386,0.47499138,0.45737833,0.017214794,0.0000757981,0.00049901986],"about_ca_topic_score_codex":0.000009097385,"about_ca_topic_score_gemma":0.000008376179,"teacher_disagreement_score":0.40919244,"about_ca_system_score_codex":0.000020658943,"about_ca_system_score_gemma":0.000025349338,"threshold_uncertainty_score":0.190606},"labels":[],"label_agreement":null},{"id":"W2071032574","doi":"10.1016/j.ijrmms.2006.12.006","title":"Numerical investigations of ore pass hang-up phenomena","year":2007,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":54,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Interlocking; Hang; Flow (mathematics); Material flow; Work (physics); Mining engineering; Geology; Engineering; Geotechnical engineering; Mechanical engineering; Mechanics; Physics","score_opus":0.015628330921797357,"score_gpt":0.2622020832156104,"score_spread":0.24657375229381304,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071032574","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9651624,0.00015205845,0.030097853,0.0010218276,0.0011574025,0.000032192813,0.0000030170113,0.0000045457377,0.0023686786],"genre_scores_gemma":[0.99564546,0.00007363105,0.0039399574,0.00013500373,0.00008705118,2.0884274e-7,4.0492316e-7,0.000002812258,0.000115480834],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989177,0.000012387402,0.00030322015,0.00009843961,0.0005495768,0.0001187042],"domain_scores_gemma":[0.99944246,0.00007603034,0.00029631157,0.00003431308,0.00005762433,0.00009323999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007545371,0.00005921884,0.00009981097,0.00008954679,0.00009120082,0.000032769934,0.00031383027,0.00003578016,0.00014693658],"category_scores_gemma":[0.000093973074,0.000040134157,0.000042715128,0.00017630785,0.00004653431,0.00019743269,0.0000871127,0.000083517254,0.0000033154065],"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":[0.00046196315,0.0007103586,0.19774812,0.0000358259,0.0006808144,0.00029162754,0.037469253,0.3832186,0.0537031,0.081590444,0.0069133346,0.23717657],"study_design_scores_gemma":[0.0068137594,0.005806515,0.058332648,0.001405423,0.00034136756,0.0038322276,0.029774815,0.6324703,0.029664772,0.12505467,0.10463235,0.0018711305],"about_ca_topic_score_codex":0.000026236405,"about_ca_topic_score_gemma":0.000008784108,"teacher_disagreement_score":0.24925174,"about_ca_system_score_codex":0.0000355903,"about_ca_system_score_gemma":0.000032606513,"threshold_uncertainty_score":0.16366234},"labels":[],"label_agreement":null},{"id":"W2072931116","doi":"10.1016/j.ijrmms.2004.03.086","title":"Numerical Simulation Of The Brazilian Test And The Tensile Strength Of Anisotropic Rocks And Rocks With Pre-Existing Cracks","year":2004,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Brittleness; Overburden pressure; Materials science; Strain rate; Split-Hopkinson pressure bar; Composite material; Ultimate tensile strength; Elastic modulus; Anisotropy; Geotechnical engineering; Geology","score_opus":0.012372196954978558,"score_gpt":0.2523213893362818,"score_spread":0.23994919238130322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072931116","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80822146,0.0004524135,0.19081526,0.00016375627,0.00019162263,0.0000599969,0.000009042501,0.0000051908237,0.00008128366],"genre_scores_gemma":[0.99798405,0.00013480087,0.0017957184,0.000024850458,0.00004606137,7.2817954e-7,2.997036e-7,0.000005987152,0.0000075039607],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991593,0.000012424859,0.00029692485,0.00009291792,0.00034831683,0.00009013412],"domain_scores_gemma":[0.99919367,0.00025494667,0.00025710242,0.000050093822,0.00020809313,0.00003610493],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025689614,0.00008435897,0.0001543701,0.00007177515,0.00013422125,0.000048460857,0.00020237378,0.00003024609,0.0000029600142],"category_scores_gemma":[0.00021587558,0.00004658948,0.00003063795,0.00009818733,0.00002689798,0.00014315145,0.000064269894,0.00010689752,2.2931136e-8],"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":[0.000022125723,0.0000114276545,0.0003564916,0.000010401591,0.00002986869,0.0000010868907,0.0008894717,0.9936913,0.00079973467,0.0013113985,0.0000032599612,0.002873437],"study_design_scores_gemma":[0.0007397344,0.00020285937,0.00017207525,0.00029221986,0.000025564119,0.00009246431,0.00076008425,0.9927519,0.0014383324,0.0034051058,0.00005725685,0.00006242797],"about_ca_topic_score_codex":0.000022656355,"about_ca_topic_score_gemma":0.000013591858,"teacher_disagreement_score":0.18976262,"about_ca_system_score_codex":0.000013863088,"about_ca_system_score_gemma":0.000048001846,"threshold_uncertainty_score":0.1899864},"labels":[],"label_agreement":null},{"id":"W2073946281","doi":"10.1016/j.ijrmms.2006.09.008","title":"Coupled evolutions of fracture toughness and elastic wave velocities at high crack density in thermally treated Westerly granite","year":2006,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":370,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Fracture toughness; Dimensionless quantity; Cracking; Composite material; Fracture mechanics; Grain boundary; Fracture (geology); Quartz; Mechanics; Microstructure","score_opus":0.010786412818279738,"score_gpt":0.21506426560669065,"score_spread":0.2042778527884109,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2073946281","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9524857,0.00056312233,0.0464329,0.00007638931,0.00036447367,0.00003242651,0.000007201325,0.000007686799,0.000030103405],"genre_scores_gemma":[0.9984734,0.0002207323,0.0011862003,0.000020939198,0.00006444701,8.7006396e-7,0.0000018472545,0.000007141547,0.00002443152],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913085,0.000012712003,0.0003344319,0.000100518315,0.0002980265,0.00012344003],"domain_scores_gemma":[0.9994819,0.00008615799,0.00015525194,0.000034855162,0.00020590883,0.000035910653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023656526,0.000099766796,0.0001739844,0.00022076696,0.00009046201,0.000049340375,0.00013667035,0.000052428288,0.0000066317352],"category_scores_gemma":[0.000025773981,0.00008380946,0.000032306787,0.000096757096,0.0000116023175,0.00019776996,0.00004493783,0.00009283523,1.6713474e-7],"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":[0.00005324145,0.00003751354,0.0012445791,0.000023832075,0.00006608176,0.000044387238,0.0011852189,0.961653,0.02872913,0.0060578915,0.000038649505,0.0008665],"study_design_scores_gemma":[0.0005516993,0.0001333035,0.0031982805,0.00021210029,0.000024665316,0.00017702265,0.0005034484,0.98639774,0.0021997937,0.0064323945,0.000045082696,0.00012444114],"about_ca_topic_score_codex":0.000097684526,"about_ca_topic_score_gemma":0.00019186677,"teacher_disagreement_score":0.045987695,"about_ca_system_score_codex":0.00004955698,"about_ca_system_score_gemma":0.000032164662,"threshold_uncertainty_score":0.34176505},"labels":[],"label_agreement":null},{"id":"W2075751904","doi":"10.1016/j.ijrmms.2006.06.004","title":"The mechanical behaviour of weak mudstone (Opalinus Clay) at low stresses","year":2006,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":154,"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":"Nationale Genossenschaft für die Lagerung radioaktiver Abfälle","keywords":"Diagenesis; Geology; Geotechnical engineering; Breakage; Clay minerals; Stress (linguistics); Stiffness; Stress path; Deformation (meteorology); Mineralogy; Materials science; Petrology; Composite material; Shear (geology)","score_opus":0.013125083545000435,"score_gpt":0.25007320180348963,"score_spread":0.2369481182584892,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075751904","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9574177,0.0015927992,0.038812086,0.00020523476,0.0017351686,0.00003971096,0.000010044012,0.000014097001,0.0001731212],"genre_scores_gemma":[0.99714696,0.00089316146,0.0016796925,0.000016644432,0.00018839467,0.0000014097543,9.759895e-7,0.000010802376,0.00006193315],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985599,0.000016686372,0.0005123942,0.000116794065,0.0006120463,0.00018218269],"domain_scores_gemma":[0.99919844,0.00013620564,0.00025905637,0.00007162277,0.00027703345,0.00005767029],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00057733903,0.00011464727,0.00016865096,0.00010325597,0.00020218936,0.00008744857,0.0005056337,0.00005500678,0.000010095448],"category_scores_gemma":[0.000057904264,0.00008093859,0.00008471338,0.000102365404,0.000013039308,0.0001531068,0.00011872827,0.0001393378,7.112426e-7],"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":[0.000060927676,0.00008137368,0.00021686702,0.000019559286,0.00012861226,0.000036564867,0.00032467555,0.8473072,0.079505265,0.062262423,0.0010708172,0.008985709],"study_design_scores_gemma":[0.0005794088,0.00027489036,0.000052021413,0.00031024893,0.000045578396,0.00033460057,0.0009914673,0.9305446,0.05545128,0.009966687,0.0012327228,0.00021650727],"about_ca_topic_score_codex":0.000023249971,"about_ca_topic_score_gemma":0.00005608196,"teacher_disagreement_score":0.08323739,"about_ca_system_score_codex":0.000044363653,"about_ca_system_score_gemma":0.000049407547,"threshold_uncertainty_score":0.330058},"labels":[],"label_agreement":null},{"id":"W2077365863","doi":"10.1016/j.ijrmms.2004.09.013","title":"The influence of rock fabric on excavation damage in the Lac du Bonnett granite","year":2004,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":76,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba; Atomic Energy (Canada)","funders":"","keywords":"Geology; Batholith; Excavation; Rock mass classification; Layering; Anisotropy; Geotechnical engineering; Mining engineering; Seismology; Tectonics","score_opus":0.01263418906586609,"score_gpt":0.23878444957821304,"score_spread":0.22615026051234696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077365863","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9734584,0.00024015825,0.024993595,0.00073158124,0.00044859241,0.000041946772,0.0000017070372,0.0000048168945,0.00007917074],"genre_scores_gemma":[0.9987861,0.0006778021,0.0003239523,0.00012345318,0.00007733726,0.0000015639965,2.9107687e-7,0.0000048292954,0.0000046892833],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99897027,0.000018749915,0.00032288415,0.00007751001,0.00049564877,0.00011493876],"domain_scores_gemma":[0.99944615,0.00014281497,0.0001656914,0.000057677415,0.0001638172,0.000023836057],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009051699,0.00007673921,0.00009007082,0.0001641318,0.00014569389,0.000093413364,0.0005152364,0.000027608232,9.4358705e-7],"category_scores_gemma":[0.00013175396,0.000046421763,0.000036678095,0.00017687789,0.0000057174666,0.00021011487,0.000035932993,0.00013289816,5.4031665e-7],"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":[0.000008218245,0.000011336306,0.000034514076,0.000002596982,0.000010515485,0.0000056451463,0.00097360316,0.97058207,0.0022204265,0.02517803,0.000021624608,0.00095139205],"study_design_scores_gemma":[0.00065277104,0.0003665533,0.0006717176,0.00037623124,0.000013002696,0.00012412551,0.0026328072,0.9595427,0.0016186393,0.032923155,0.000939617,0.00013867406],"about_ca_topic_score_codex":0.000014674357,"about_ca_topic_score_gemma":0.00002687484,"teacher_disagreement_score":0.025327649,"about_ca_system_score_codex":0.000030501216,"about_ca_system_score_gemma":0.0000399044,"threshold_uncertainty_score":0.18930246},"labels":[],"label_agreement":null},{"id":"W2077720210","doi":"10.1016/j.ijrmms.2012.12.035","title":"Laboratory measurements of the rate dependence of the fracture toughness anisotropy of Barre granite","year":2013,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":133,"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":"Fracture toughness; Materials science; Anisotropy; Composite material; Split-Hopkinson pressure bar; Fracture (geology); Toughness; Strain rate; Optics","score_opus":0.01818345738836698,"score_gpt":0.23732152896666878,"score_spread":0.21913807157830179,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077720210","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9763309,0.00058742956,0.021544712,0.00013904626,0.0012860802,0.00006021383,0.000007835983,0.0000025502347,0.00004126875],"genre_scores_gemma":[0.998818,0.00010649388,0.0009727695,0.00005277858,0.000037103728,8.697879e-7,7.036637e-8,0.000005312969,0.0000066231664],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99883145,0.000032995995,0.0003694979,0.00007012551,0.00060796464,0.000087983084],"domain_scores_gemma":[0.9988189,0.00004687984,0.00039846584,0.000083220584,0.00062343717,0.00002909601],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052293274,0.00007715473,0.00014074259,0.00007423564,0.00007138954,0.000025209229,0.00067328993,0.000038015536,0.000011951311],"category_scores_gemma":[0.00010503294,0.000044346743,0.0000692596,0.00015801046,0.000013873455,0.00020465681,0.000088139735,0.000106310494,1.2379779e-7],"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":[0.000011734069,0.00002879235,0.0013654454,0.000040094485,0.00012244277,7.9749435e-7,0.001172072,0.6412833,0.35243368,0.002153935,0.0001534273,0.0012343099],"study_design_scores_gemma":[0.0006595397,0.00017031292,0.0014174746,0.0010458115,0.0000638229,0.00003710097,0.0018990291,0.52130514,0.46477345,0.008192619,0.00025034204,0.00018534897],"about_ca_topic_score_codex":0.00001574707,"about_ca_topic_score_gemma":0.000006875827,"teacher_disagreement_score":0.11997811,"about_ca_system_score_codex":0.000015503585,"about_ca_system_score_gemma":0.00008864955,"threshold_uncertainty_score":0.18084078},"labels":[],"label_agreement":null},{"id":"W2078501305","doi":"10.1016/j.ijrmms.2005.03.005","title":"Modelling the FEBEX THM experiment using a state surface approach","year":2005,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; Canadian Nuclear Safety Commission","funders":"Canadian Nuclear Safety Commission; McGill University","keywords":"Bentonite; Nonlinear system; Suction; Thermal; Mechanics; Geotechnical engineering; Saturation (graph theory); Finite element method; Void (composites); Materials science; Engineering; Thermodynamics; Mechanical engineering; Structural engineering; Mathematics; Composite material; Physics","score_opus":0.03542301641684827,"score_gpt":0.2608950494873624,"score_spread":0.22547203307051414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078501305","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7330092,0.0014143568,0.26457867,0.0001529659,0.00053846894,0.000020561081,0.0000012830011,0.000009851476,0.00027460614],"genre_scores_gemma":[0.9744849,0.00023560181,0.02505676,0.000034687604,0.0001529256,3.2393945e-7,1.7591132e-7,0.0000055271635,0.00002904822],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99925226,0.0000115345765,0.00019976408,0.00007346996,0.00034849966,0.00011447347],"domain_scores_gemma":[0.9997095,0.000036550002,0.00008314638,0.00003290611,0.000098769524,0.00003913615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036177904,0.00007334983,0.0000803929,0.00006455528,0.000110107336,0.00013527375,0.0002707299,0.000020808084,0.0000041140347],"category_scores_gemma":[0.0000072750377,0.000046995745,0.00003366706,0.0000841556,0.000008580284,0.00024082148,0.000031040177,0.0001021001,4.900734e-7],"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":[0.00000441408,0.000007673125,0.00000607731,0.0000011348731,0.000030892643,0.0000020650903,0.001397733,0.99451864,0.0009784007,0.00042955525,0.000040856474,0.0025825892],"study_design_scores_gemma":[0.00012234712,0.000024281155,7.0782204e-7,0.000033515946,0.0000061562196,0.00013372077,0.0012358574,0.9957332,0.0014878904,0.00043526187,0.0007254055,0.00006165889],"about_ca_topic_score_codex":0.000009893116,"about_ca_topic_score_gemma":8.9718577e-7,"teacher_disagreement_score":0.24147572,"about_ca_system_score_codex":0.000036199654,"about_ca_system_score_gemma":0.00003258852,"threshold_uncertainty_score":0.19164307},"labels":[],"label_agreement":null},{"id":"W2078945368","doi":"10.1016/s1365-1609(02)00135-1","title":"Development of a local degradation approach to the modelling of brittle fracture in heterogeneous rocks","year":2003,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","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":"University of Alberta","funders":"","keywords":"Permeability (electromagnetism); Oil shale; Overburden pressure; Pore water pressure; Geotechnical engineering; Geology; Mechanics; Materials science; Chemistry; Physics","score_opus":0.032085751794330715,"score_gpt":0.24095378643896548,"score_spread":0.20886803464463477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078945368","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32954732,0.00032681107,0.6698482,0.000014358643,0.00016930712,0.000025991716,7.0775985e-7,0.0000015654526,0.0000657536],"genre_scores_gemma":[0.95143276,0.000069691676,0.048447747,0.000023613129,0.000015830286,0.0000012655366,3.7606964e-7,0.0000047889134,0.000003906773],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99907756,0.000012101118,0.00038478526,0.000078964236,0.00035393864,0.00009265981],"domain_scores_gemma":[0.99962825,0.00002929435,0.00013226617,0.0000364842,0.000139784,0.00003393761],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000572127,0.00006682466,0.00012272217,0.00017928395,0.000044809327,0.000020997863,0.00023888257,0.00003227997,0.0000015420025],"category_scores_gemma":[0.000022495378,0.00004930706,0.000030298457,0.000118502314,0.0000030528306,0.000082913815,0.000026622387,0.00007688535,1.1235274e-7],"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":[0.0000047505237,0.000016293408,0.000005371771,0.000006257342,0.000018348446,6.9062963e-7,0.0013185209,0.9930612,0.0009679841,0.0011542505,0.0000065676213,0.0034397943],"study_design_scores_gemma":[0.00012486326,0.0000343599,8.9528606e-7,0.00009351965,0.0000044496355,0.000047341455,0.0012785266,0.9782387,0.018887078,0.000674649,0.00056170236,0.000053915017],"about_ca_topic_score_codex":0.00000585917,"about_ca_topic_score_gemma":0.000012830281,"teacher_disagreement_score":0.6218855,"about_ca_system_score_codex":0.000028180544,"about_ca_system_score_gemma":0.00006959306,"threshold_uncertainty_score":0.20106836},"labels":[],"label_agreement":null},{"id":"W2079078873","doi":"10.1016/j.ijrmms.2008.05.005","title":"Development of a dynamic model for a cone bolt","year":2008,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":80,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Deformation (meteorology); Structural engineering; Materials science; Cone (formal languages); Earthquake shaking table; Drop test; Dynamic loading; Constitutive equation; Dynamic testing; Mechanics; Geotechnical engineering; Geology; Computer science; Engineering; Composite material; Finite element method; Physics","score_opus":0.023601506581020757,"score_gpt":0.2472076226754188,"score_spread":0.22360611609439804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079078873","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22856818,0.0001742193,0.77091146,0.000047586913,0.00023897526,0.00002346216,0.0000029685061,0.000009792082,0.000023390834],"genre_scores_gemma":[0.8830869,0.000084057916,0.11676468,0.000014684181,0.000016937418,0.0000018707846,3.4794948e-7,0.000004236799,0.000026270916],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99929076,0.0000015837202,0.0003040482,0.00006265455,0.00024412175,0.00009685621],"domain_scores_gemma":[0.9996706,0.00004289882,0.000082283754,0.000023756873,0.0001337961,0.00004662372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023979333,0.00006197453,0.00012609432,0.00011690605,0.000049913368,0.000009885368,0.0002160542,0.00003127313,0.0000025946986],"category_scores_gemma":[0.00005574127,0.000051216484,0.000042522326,0.000063188476,0.0000069312073,0.00009149117,0.000034300054,0.000055119068,2.0632262e-7],"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":[0.000008335622,0.00001341124,0.0000016443933,0.000012531083,0.000036824575,0.000002667568,0.0005516885,0.97674704,0.011189842,0.0015608241,0.000024019271,0.009851151],"study_design_scores_gemma":[0.00021611246,0.000056465262,0.0000039407996,0.000063531596,0.000004568974,0.00007915519,0.000084756655,0.9961394,0.00093454914,0.0018322878,0.0005239671,0.00006125976],"about_ca_topic_score_codex":2.184553e-7,"about_ca_topic_score_gemma":0.0000012896476,"teacher_disagreement_score":0.6545187,"about_ca_system_score_codex":0.000024332541,"about_ca_system_score_gemma":0.00007585868,"threshold_uncertainty_score":0.20885476},"labels":[],"label_agreement":null},{"id":"W2084223864","doi":"10.1016/j.ijrmms.2006.11.006","title":"Computer simulation of hydraulic fractures","year":2007,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":1055,"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":"Hydraulic fracturing; Fracture (geology); Boundary (topology); Scaling; Footprint; Geology; Function (biology); Petroleum engineering; Process (computing); Computer science; Geotechnical engineering; Mathematics; Geometry","score_opus":0.011542705910894343,"score_gpt":0.27759674028822134,"score_spread":0.266054034377327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084223864","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4916956,0.00028821823,0.5071448,0.000067315545,0.0005461205,0.00000895941,6.5015297e-7,0.000006588142,0.00024170203],"genre_scores_gemma":[0.996283,0.000078640434,0.0033600626,0.00004844031,0.00021591199,6.1516666e-8,3.404504e-7,0.0000036022996,0.000009931149],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991865,0.0000071178874,0.00028783194,0.00005769111,0.00037487457,0.00008597572],"domain_scores_gemma":[0.999485,0.00014851998,0.00014449036,0.000031093423,0.00014591197,0.000044954446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000554708,0.00005763828,0.00011385582,0.0002631109,0.000039479954,0.00003382272,0.00021469354,0.00003430897,0.000015302234],"category_scores_gemma":[0.00004234531,0.00004325876,0.000055208406,0.00010066363,0.000008661961,0.00014257808,0.000025002944,0.00007380737,4.6354592e-7],"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":[0.0000057203993,0.0000077492805,0.00014212575,0.0000041119856,0.00005728944,0.0000075136254,0.00033691517,0.98833394,0.00032144767,0.00008537887,0.000049056474,0.010648746],"study_design_scores_gemma":[0.00013006893,0.00007490346,0.00047573025,0.000061444516,0.000013134473,0.00003082827,0.00016672908,0.9950579,0.0019214526,0.00050676975,0.001508303,0.00005273146],"about_ca_topic_score_codex":0.000005323322,"about_ca_topic_score_gemma":0.000004437791,"teacher_disagreement_score":0.5045874,"about_ca_system_score_codex":0.000013867508,"about_ca_system_score_gemma":0.000014019444,"threshold_uncertainty_score":0.1764041},"labels":[],"label_agreement":null},{"id":"W2086753299","doi":"10.1016/j.ijrmms.2014.09.016","title":"Visual enhancement of 3D images of rock faces for fracture mapping","year":2014,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"3D Surveying and Cultural Heritage","field":"Earth and Planetary Sciences","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Point cloud; Polygon mesh; Decimation; Delaunay triangulation; Surface reconstruction; Poisson distribution; Computer vision; Algorithm; Computer science; Face (sociological concept); Triangle mesh; Artificial intelligence; Point (geometry); Triangulation; Noise (video); Surface (topology); Geometry; Mathematics; Computer graphics (images); Image (mathematics)","score_opus":0.02127709444492344,"score_gpt":0.27097699004388703,"score_spread":0.2496998955989636,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086753299","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.914277,0.0007323106,0.08367567,0.00024587946,0.0006983814,0.000045721124,0.00002327644,0.000002732851,0.0002990291],"genre_scores_gemma":[0.99404854,0.00012283164,0.005557439,0.000064202395,0.00009848175,2.15436e-7,0.000003699708,0.0000012022441,0.000103409984],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99897563,0.000034740744,0.00033874018,0.00010700067,0.00043255434,0.000111331785],"domain_scores_gemma":[0.9989398,0.00023067405,0.00047088158,0.000027212478,0.0002862251,0.000045194745],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009075654,0.00007401173,0.00017383535,0.000104850194,0.00009714994,0.000047017198,0.0002956338,0.000031076823,0.00012271019],"category_scores_gemma":[0.00016681146,0.000049760743,0.00005462583,0.00007720016,0.000013051643,0.00022507945,0.000015545182,0.00005294819,6.760889e-7],"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":[0.00059133425,0.00029449144,0.14845228,0.00031663783,0.00064468454,0.000010159115,0.011204066,0.3824408,0.047508676,0.0022111326,0.0029767,0.40334904],"study_design_scores_gemma":[0.0020953743,0.0059653413,0.025490204,0.0013373805,0.00008445631,0.00017182447,0.014729435,0.8802308,0.042263374,0.008123446,0.018876292,0.0006321074],"about_ca_topic_score_codex":0.000042581396,"about_ca_topic_score_gemma":0.00002228849,"teacher_disagreement_score":0.49778995,"about_ca_system_score_codex":0.0000024597512,"about_ca_system_score_gemma":0.00004136459,"threshold_uncertainty_score":0.20291841},"labels":[],"label_agreement":null},{"id":"W2087874905","doi":"10.1016/j.ijrmms.2007.07.020","title":"Elastoplastic stability analysis of mine haulage drift in the vicinity of mined stopes","year":2007,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":82,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Haulage; Stoping; Mining engineering; Parametric statistics; Stability (learning theory); Geotechnical engineering; Geology; Underground mining (soft rock); Engineering; Structural engineering; Computer science","score_opus":0.021643044596522696,"score_gpt":0.2688769546365542,"score_spread":0.2472339100400315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087874905","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8368712,0.00023278738,0.16241866,0.00004058185,0.00031338123,0.000026163705,0.000006223733,0.0000022564047,0.00008874997],"genre_scores_gemma":[0.9977722,0.00008599199,0.0020886012,0.000017930131,0.00002904251,3.152783e-7,7.19304e-7,0.0000031108498,0.0000020812108],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99868995,0.00002241807,0.0005677692,0.00008802453,0.0005141205,0.00011773141],"domain_scores_gemma":[0.99907607,0.0003373833,0.00024877978,0.00006371662,0.00024017741,0.00003385326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002172818,0.0000774225,0.00023440165,0.0005310763,0.000035446366,0.000020536801,0.00038978388,0.000034287197,0.000009821547],"category_scores_gemma":[0.00019085841,0.000054416323,0.000087148765,0.0004815387,0.000010919104,0.00012373834,0.000038856106,0.00009511502,4.772626e-8],"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":[0.000056331068,0.00009110455,0.0025258462,0.000023427188,0.00032580263,0.000014556587,0.0046993024,0.951173,0.032343823,0.005741862,0.000012213611,0.0029927285],"study_design_scores_gemma":[0.00029591745,0.00020587195,0.001564954,0.000091263755,0.00013390619,0.000021816764,0.004427696,0.98529404,0.0068212454,0.0010004303,0.000060270537,0.00008256076],"about_ca_topic_score_codex":0.000023535065,"about_ca_topic_score_gemma":0.00024181171,"teacher_disagreement_score":0.16090101,"about_ca_system_score_codex":0.000020652269,"about_ca_system_score_gemma":0.00003563762,"threshold_uncertainty_score":0.22190332},"labels":[],"label_agreement":null},{"id":"W2088062825","doi":"10.1016/j.ijrmms.2006.10.002","title":"Simulating stress corrosion with a bonded-particle model for rock","year":2006,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":361,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Atomic Energy of Canada Limited; European Commission","keywords":"Breakage; Corrosion; Materials science; Creep; Dissolution; Particle (ecology); Stress (linguistics); Composite material; Mechanics; Structural engineering; Geology; Engineering; Physics","score_opus":0.020052434994175965,"score_gpt":0.25762254979730975,"score_spread":0.23757011480313378,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088062825","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39604178,0.00017427588,0.6034102,0.00004542615,0.00023709061,0.000033504053,0.0000055594755,0.000011885637,0.00004028373],"genre_scores_gemma":[0.983227,0.000034833112,0.016515775,0.00002962953,0.00012620816,0.0000023752757,0.0000011267219,0.000011571137,0.00005145693],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910414,0.0000042480447,0.00027842008,0.00010911867,0.0003452943,0.00015877951],"domain_scores_gemma":[0.99948275,0.000060742364,0.00013439773,0.0000361027,0.00023758569,0.000048391525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025617157,0.00009265852,0.00011981935,0.00009448264,0.00013687935,0.00011248617,0.00020408678,0.000031370066,0.0000017476171],"category_scores_gemma":[0.000024907844,0.00007253005,0.00003983365,0.00006773755,0.0000023847954,0.00025570302,0.000033338863,0.0000637323,1.837527e-7],"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":[0.000018503164,0.000013054687,0.000043856286,0.000006438721,0.000009753328,0.0000026975465,0.0001872824,0.9830958,0.009414876,0.006531515,0.000050418657,0.0006257696],"study_design_scores_gemma":[0.0004379479,0.00014395574,0.000001611133,0.00013202027,0.000014247065,0.000040144732,0.0003290429,0.9883342,0.0052875797,0.005121623,0.000060279595,0.00009736662],"about_ca_topic_score_codex":0.0000040577843,"about_ca_topic_score_gemma":0.000016008074,"teacher_disagreement_score":0.5871852,"about_ca_system_score_codex":0.000026127962,"about_ca_system_score_gemma":0.000041053,"threshold_uncertainty_score":0.29576898},"labels":[],"label_agreement":null},{"id":"W2088504422","doi":"10.1016/j.ijrmms.2007.09.004","title":"Bonded-particle modeling of thermally fractured granite","year":2007,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":140,"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":"Acoustic emission; Borehole; Thermal; Computer simulation; Particle (ecology); Numerical modeling; Cylinder; Materials science; Numerical models; Fracture (geology); Geotechnical engineering; Geology; Composite material; Mechanics; Engineering; Mechanical engineering; Geophysics; Physics","score_opus":0.020059971797889493,"score_gpt":0.2623178906280766,"score_spread":0.2422579188301871,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088504422","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.62072855,0.0006782758,0.3777793,0.000039844348,0.0005912378,0.000015858986,0.0000012679894,0.00000808009,0.00015756355],"genre_scores_gemma":[0.99361694,0.00022792675,0.0059809866,0.00004943273,0.00010923092,2.2475368e-7,2.3838194e-7,0.000008239576,0.000006792328],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99893296,0.0000062057825,0.00040360677,0.00008026687,0.00042752197,0.00014945949],"domain_scores_gemma":[0.9994518,0.000050263265,0.00014247435,0.000041804844,0.00024737167,0.00006628945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000874682,0.000080283695,0.00013104825,0.0001590521,0.000062908104,0.000043466174,0.00028765466,0.0000396769,0.000007002683],"category_scores_gemma":[0.000046810586,0.00006692143,0.000054900735,0.000096649426,0.000004156788,0.0002216292,0.000040981766,0.00009658335,3.4790096e-7],"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":[0.000018655062,0.000012752323,0.000026060206,0.000004985385,0.00004178851,0.000009757311,0.0008862725,0.9468302,0.042151097,0.0057716803,0.000010533404,0.004236213],"study_design_scores_gemma":[0.00022717044,0.000085844695,0.0000052819564,0.000078756835,0.000011383134,0.000058655474,0.00068637356,0.98267585,0.011700278,0.004266037,0.00013094283,0.00007344644],"about_ca_topic_score_codex":0.0000045798,"about_ca_topic_score_gemma":0.0000053877893,"teacher_disagreement_score":0.37288836,"about_ca_system_score_codex":0.000017625194,"about_ca_system_score_gemma":0.000031465992,"threshold_uncertainty_score":0.27289766},"labels":[],"label_agreement":null},{"id":"W2088972952","doi":"10.1016/s1365-1609(03)00076-5","title":"Numerical analysis of initiation and progressive failure in natural rock slopes—the 1991 Randa rockslide","year":2003,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":629,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University","funders":"Schweizerischer Nationalfonds zur Förderung der Wissenschaftlichen Forschung","keywords":"Rockslide; Rock mass classification; Geology; Context (archaeology); Natural (archaeology); Geotechnical engineering; Deglaciation; Landslide; Geomorphology; Paleontology; Glacial period","score_opus":0.011761502505839377,"score_gpt":0.25597168863143444,"score_spread":0.24421018612559506,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088972952","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9005345,0.0020948474,0.09650149,0.00018595495,0.0005490576,0.000057473848,0.0000034917737,0.0000062900813,0.00006688643],"genre_scores_gemma":[0.9973726,0.0002433555,0.0022979514,0.000040576415,0.000032840166,0.0000018085784,0.0000013007652,0.000005009885,0.000004515904],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989643,0.000033086388,0.0003837013,0.00011004642,0.0003861337,0.00012272515],"domain_scores_gemma":[0.99940455,0.00011329473,0.00020897361,0.000040056726,0.00019058124,0.00004255978],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055673235,0.00009225412,0.00020973384,0.0004236759,0.00007883485,0.00007254603,0.00020966676,0.000038767936,0.000007595461],"category_scores_gemma":[0.00015965996,0.00006518069,0.000063196574,0.00041209554,0.0000050259,0.00023384692,0.000030401447,0.0001416472,1.08574575e-7],"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":[0.00001810592,0.00001665991,0.00060524157,0.000007702776,0.00027455174,0.000012329442,0.0012299044,0.98800606,0.0014170669,0.005489861,0.000021474514,0.0029010244],"study_design_scores_gemma":[0.00038139557,0.00007027253,0.0001070969,0.0000878115,0.000083643805,0.000085174666,0.0010832617,0.9955503,0.00087954284,0.0012459422,0.00033663164,0.00008895853],"about_ca_topic_score_codex":0.000006729344,"about_ca_topic_score_gemma":0.00002851277,"teacher_disagreement_score":0.09683813,"about_ca_system_score_codex":0.00002510651,"about_ca_system_score_gemma":0.000034640205,"threshold_uncertainty_score":0.26579916},"labels":[],"label_agreement":null},{"id":"W2091574249","doi":"10.1016/j.ijrmms.2006.09.007","title":"Experimental investigation of mechanical properties of bedded salt rock","year":2006,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":215,"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":"Halite; Anhydrite; Geology; Lithology; Evaporite; Geochemistry; Mineralogy; Salt pan; Sedimentary rock; Geotechnical engineering; Petrology; Gypsum","score_opus":0.02675738441464167,"score_gpt":0.24632079858751033,"score_spread":0.21956341417286865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2091574249","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9442802,0.0012512006,0.05360119,0.00005216107,0.00070305966,0.000038257924,0.000003120447,0.000009540673,0.000061238956],"genre_scores_gemma":[0.9957453,0.000083730796,0.004032004,0.000015144505,0.000104068764,0.0000012714696,7.093603e-7,0.00000848956,0.000009278509],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987351,0.000014848671,0.00053553365,0.000096618656,0.00050862477,0.0001092753],"domain_scores_gemma":[0.99934864,0.000026192327,0.00027461685,0.00004418964,0.0002622379,0.000044139284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037228497,0.000095169366,0.00018945451,0.00021276355,0.00005045798,0.00003141673,0.0002860276,0.000047593832,0.0000062351137],"category_scores_gemma":[0.000034492634,0.00007846635,0.00006256432,0.000099745,0.000008265077,0.00023462331,0.000060449343,0.000073222865,2.300462e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015251431,0.000020181695,0.000016604132,0.000014861728,0.00003098343,0.0000018006809,0.00041487784,0.23401314,0.7527215,0.012462103,0.000044571003,0.00024412485],"study_design_scores_gemma":[0.0002063967,0.00014590855,0.0000039657134,0.00017047343,0.000009104657,0.000036665813,0.00060360023,0.45647344,0.5394404,0.002824048,0.000024718616,0.00006127083],"about_ca_topic_score_codex":0.000017952336,"about_ca_topic_score_gemma":0.0000032928901,"teacher_disagreement_score":0.22246028,"about_ca_system_score_codex":0.000026023397,"about_ca_system_score_gemma":0.000058990143,"threshold_uncertainty_score":0.31997648},"labels":[],"label_agreement":null},{"id":"W2096822154","doi":"10.1016/j.ijrmms.2013.03.004","title":"Thermo-hydro-mechanical properties of Cobourg limestone","year":2013,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Dilatant; Hydrostatic equilibrium; Anisotropy; Geology; Compaction; Geotechnical engineering; Hydrostatic stress; Stress (linguistics); Permeability (electromagnetism); Materials science; Structural engineering; Finite element method","score_opus":0.024873272257022877,"score_gpt":0.23962377294652878,"score_spread":0.2147505006895059,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2096822154","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9672838,0.0011787767,0.029967915,0.00021376081,0.0011121433,0.00005513085,0.0000015870314,0.00001583379,0.00017109029],"genre_scores_gemma":[0.9964513,0.0005337745,0.002806119,0.000050555056,0.000115384144,0.0000024356414,1.9922322e-7,0.000010777084,0.00002943837],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998856,0.0000135695245,0.00041861495,0.000102729995,0.0004590757,0.00014999235],"domain_scores_gemma":[0.9993356,0.000033735,0.00017836007,0.000055786822,0.0003256437,0.000070909395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039926497,0.00010555034,0.00018976405,0.00018945917,0.00006623048,0.000080896716,0.00041201725,0.000051183997,0.000027042823],"category_scores_gemma":[0.000063240645,0.00007870044,0.0000652757,0.0000890969,0.000009542246,0.00031643343,0.000080171536,0.00011136783,0.000002416645],"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":[0.000020977055,0.000067965724,0.000017323104,0.000034900724,0.0001963437,0.000010731982,0.001342943,0.30088064,0.6602859,0.018912885,0.0002910874,0.01793831],"study_design_scores_gemma":[0.00028533305,0.00020940535,0.000004627573,0.0002625905,0.000015708685,0.00015083242,0.0009411102,0.92925984,0.06316566,0.0053868056,0.0001924599,0.00012561612],"about_ca_topic_score_codex":0.0000132567775,"about_ca_topic_score_gemma":0.000001613218,"teacher_disagreement_score":0.6283792,"about_ca_system_score_codex":0.000020431044,"about_ca_system_score_gemma":0.00005361212,"threshold_uncertainty_score":0.32093108},"labels":[],"label_agreement":null},{"id":"W2108944684","doi":"10.1016/j.ijrmms.2008.02.005","title":"Consolidation settlements above deep tunnels in fractured crystalline rock: Part 2—Numerical analysis of the Gotthard highway tunnel case study","year":2008,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Geology; Geotechnical engineering; Consolidation (business); Levelling; Subsidence; Finite element method; Rock mass classification; Pore water pressure; Groundwater-related subsidence; Geomorphology; Engineering; Structural engineering; Geodesy; Structural basin","score_opus":0.02777255615576732,"score_gpt":0.2768787744068459,"score_spread":0.24910621825107856,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2108944684","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8610508,0.00018411562,0.13798642,0.000058698082,0.00061508076,0.00007054274,0.00001516825,0.000006136108,0.000013050619],"genre_scores_gemma":[0.9990554,0.00012645447,0.00068648724,0.00004617083,0.000065477085,0.0000024112423,0.0000017674246,0.0000072537214,0.00000860516],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983789,0.000041430325,0.0006791957,0.00014864953,0.0006055726,0.00014627639],"domain_scores_gemma":[0.9991947,0.000092154885,0.00032644393,0.00008243793,0.0002443827,0.000059881295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005940195,0.000119584365,0.00027657446,0.0004267294,0.00014222253,0.000040867875,0.0003502157,0.00004248507,0.000023741006],"category_scores_gemma":[0.0000954881,0.0000872262,0.00010514018,0.00048253313,0.0000058302726,0.00020600777,0.00008724476,0.00014882011,2.1013383e-7],"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":[0.000010913988,0.000074262985,0.0025258274,0.0000025875274,0.0003042269,0.00015756578,0.002471176,0.9931234,0.0008076364,0.00011216024,0.000024570301,0.00038563675],"study_design_scores_gemma":[0.00046054495,0.00012060765,0.00035490136,0.000036696587,0.00013009603,0.00045960498,0.0033166949,0.9944211,0.00035524002,0.00015831289,0.00008964527,0.00009655541],"about_ca_topic_score_codex":0.000039471714,"about_ca_topic_score_gemma":0.00009136231,"teacher_disagreement_score":0.13800459,"about_ca_system_score_codex":0.000052549047,"about_ca_system_score_gemma":0.00005410851,"threshold_uncertainty_score":0.35569814},"labels":[],"label_agreement":null},{"id":"W2109658180","doi":"10.1016/j.ijrmms.2006.07.002","title":"Numerical evaluation of the effects of stress and excavation surface geometry on the zone of relaxation around open stope hanging walls","year":2006,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pillar; Consistency (knowledge bases); Geotechnical engineering; Crown (dentistry); Relaxation (psychology); Geology; Finite element method; Stress (linguistics); Mining engineering; Structural engineering; Engineering; Geometry; Materials science; Mathematics; Composite material","score_opus":0.02180395854342268,"score_gpt":0.27134851425274514,"score_spread":0.24954455570932246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2109658180","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9607788,0.00048385432,0.037930448,0.0001105345,0.00051273755,0.00010998221,0.0000029582664,0.000001731802,0.00006897982],"genre_scores_gemma":[0.9991154,0.00011249107,0.00071291067,0.000010763509,0.000033926903,0.0000011155564,5.796135e-7,0.0000045987895,0.000008201096],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987729,0.000050717535,0.00033307113,0.000076444776,0.0006998447,0.0000669924],"domain_scores_gemma":[0.9988664,0.00025591213,0.00043290464,0.00005710972,0.00037337196,0.00001429271],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013959027,0.00006414838,0.00012743559,0.00010877796,0.00007721024,0.00004551572,0.000329114,0.000029707686,0.0000023016266],"category_scores_gemma":[0.00023312769,0.000040300976,0.000032140455,0.00016712227,0.000009545814,0.00018971333,0.00007257788,0.00007048808,3.5630368e-8],"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":[0.000010987919,0.000025743167,0.00028979036,0.000027495542,0.000036075675,2.5514979e-7,0.00040124933,0.9517888,0.032196246,0.011628376,0.000014683266,0.0035803053],"study_design_scores_gemma":[0.0003194196,0.0001411621,0.0004783433,0.00058088865,0.000034348082,0.000007491756,0.00053138373,0.92732894,0.06648456,0.004038296,0.0000073405054,0.0000478165],"about_ca_topic_score_codex":0.000044635082,"about_ca_topic_score_gemma":0.0000066278044,"teacher_disagreement_score":0.03833664,"about_ca_system_score_codex":0.000029959543,"about_ca_system_score_gemma":0.000047436046,"threshold_uncertainty_score":0.16434261},"labels":[],"label_agreement":null},{"id":"W2110744083","doi":"10.1016/j.ijrmms.2006.09.012","title":"Back-analysis of rock mass strength parameters using AE monitoring data","year":2006,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":214,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Microseism; Wizard; Acoustic emission; Rock mass classification; Test data; Displacement (psychology); Solver; Terrain; Engineering; Geotechnical engineering; Computer science; Civil engineering; Acoustics","score_opus":0.05455552110731621,"score_gpt":0.2961172951319628,"score_spread":0.24156177402464657,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2110744083","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6393023,0.0005631012,0.3590382,0.000018422395,0.00096734695,0.000019032774,0.000024231304,0.0000059290805,0.000061389415],"genre_scores_gemma":[0.96194893,0.00026940944,0.037609782,0.000006194703,0.00013849049,2.4275644e-7,0.000004155691,0.000009512987,0.00001327633],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99851984,0.000015303136,0.00054567616,0.00017679104,0.0005726793,0.00016970519],"domain_scores_gemma":[0.99919295,0.000102125465,0.00031118674,0.00013168786,0.0002131513,0.00004886684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000541007,0.000121586105,0.00027248898,0.0005661502,0.0000836621,0.00011138306,0.0007344669,0.00004725563,0.000014090899],"category_scores_gemma":[0.00005330288,0.00010888401,0.00009465488,0.00035442135,0.000004334777,0.00041122918,0.0001310554,0.0001022804,4.1703527e-7],"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":[0.000004695453,0.000011491533,0.0003112143,0.0000054679235,0.00036320757,0.0000045419442,0.000083186605,0.98724365,0.010454394,0.0007110901,0.00002401141,0.00078304094],"study_design_scores_gemma":[0.00013317271,0.000040363673,0.000016185626,0.00011934226,0.00024697953,0.00002238381,0.00051764736,0.9945361,0.003431763,0.00074169895,0.000084453284,0.000109912515],"about_ca_topic_score_codex":0.0000453973,"about_ca_topic_score_gemma":0.0000082366005,"teacher_disagreement_score":0.3226466,"about_ca_system_score_codex":0.000040461793,"about_ca_system_score_gemma":0.000047207806,"threshold_uncertainty_score":0.4440161},"labels":[],"label_agreement":null},{"id":"W2116581645","doi":"10.1016/s1365-1609(01)00043-0","title":"Seismic studies of rock fracture at the Underground Research Laboratory, Canada","year":2001,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":83,"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":"Keele University","keywords":"Excavation; Microseism; Geotechnical engineering; Geology; Acoustic emission; Cracking; Stress (linguistics); Fracture (geology); Seismology; Mining engineering; Engineering; Materials science","score_opus":0.052335516469790906,"score_gpt":0.32801687756323084,"score_spread":0.27568136109343994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2116581645","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96674275,0.006620302,0.02312437,0.0017870743,0.0015555103,0.00004129226,0.000007597031,0.0000056605004,0.00011546587],"genre_scores_gemma":[0.9963916,0.0030078716,0.00018166422,0.00014991623,0.00014948273,0.0000010326456,3.5757267e-7,0.00000740657,0.000110671324],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99851245,0.000033403416,0.00030441408,0.00010223989,0.0008731009,0.00017437234],"domain_scores_gemma":[0.9987598,0.00025925852,0.0001405534,0.000065143126,0.0007207019,0.000054531385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010347666,0.000085922584,0.00014529825,0.00014263728,0.00026815225,0.00005534226,0.0004392743,0.00003410973,0.000012148919],"category_scores_gemma":[0.00015313078,0.000057224424,0.000031089698,0.00020046455,0.000010393486,0.00014748416,0.00012355941,0.0001861042,4.0808965e-7],"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":[0.000010815886,0.0000062764543,0.00005585863,0.000008008253,0.000109327804,0.000017574346,0.00063763245,0.9918225,0.0015831313,0.0011599368,0.0040549836,0.0005339948],"study_design_scores_gemma":[0.00025728016,0.00014175326,0.000016520233,0.00020070032,0.00001768527,0.00018922736,0.009195917,0.9522945,0.002709973,0.00542233,0.02943341,0.00012070036],"about_ca_topic_score_codex":0.0012260985,"about_ca_topic_score_gemma":0.0090564685,"teacher_disagreement_score":0.039527956,"about_ca_system_score_codex":0.0001576321,"about_ca_system_score_gemma":0.00027806006,"threshold_uncertainty_score":0.5053722},"labels":[],"label_agreement":null},{"id":"W2123283693","doi":"10.1016/j.ijrmms.2004.03.132","title":"Analysis of in situ rock bolt loading status","year":2004,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Grout; Rock bolt; Geotechnical engineering; Coring; Void (composites); Rock mass classification; Geology; Anchor bolt; Engineering; Structural engineering; Drilling; Materials science; Composite material","score_opus":0.00925290245492308,"score_gpt":0.24186039275593887,"score_spread":0.2326074903010158,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2123283693","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86783916,0.00049396703,0.13101475,0.00005405048,0.00040244297,0.000011674542,0.0000026034675,0.000010114519,0.00017121866],"genre_scores_gemma":[0.997623,0.00023357998,0.002096404,0.00001211055,0.000027078107,2.6226323e-7,4.9681154e-7,0.000003427024,0.0000036197298],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999211,0.0000046383816,0.00028925386,0.00007156593,0.00030201997,0.00012152553],"domain_scores_gemma":[0.9997043,0.000049211412,0.0000898034,0.00003263069,0.000075229706,0.00004879589],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021600582,0.000066789245,0.00017277474,0.00060433324,0.00002298251,0.000037852617,0.00020673937,0.000036214897,0.0000052062874],"category_scores_gemma":[0.00007436475,0.000056808112,0.000063230465,0.00039106118,0.000004733746,0.00013573766,0.000025453677,0.000099472236,1.2994329e-7],"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":[0.0000034079771,0.0000068045906,0.00026626245,0.0000036069855,0.00012618642,0.0000071725663,0.0002695253,0.9895068,0.0045569036,0.004437176,0.0000027001647,0.0008134535],"study_design_scores_gemma":[0.00064370275,0.0001922823,0.004035776,0.00020051119,0.00012323876,0.00007293349,0.0010581267,0.98044765,0.0032052218,0.009546468,0.00028614438,0.00018794811],"about_ca_topic_score_codex":0.000018470479,"about_ca_topic_score_gemma":0.000034980258,"teacher_disagreement_score":0.12978384,"about_ca_system_score_codex":0.000048783873,"about_ca_system_score_gemma":0.000032666205,"threshold_uncertainty_score":0.23165676},"labels":[],"label_agreement":null},{"id":"W2128009714","doi":"10.1016/j.ijrmms.2011.04.008","title":"Limit equilibrium of asymmetric laterally constrained rockslides","year":2011,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Rock mass classification; Mechanics; Wedge (geometry); Oblique case; Plane stress; Slip (aerodynamics); Geology; Classification of discontinuities; Shear (geology); Geometry; Structural engineering; Geotechnical engineering; Mathematical analysis; Mathematics; Physics; Engineering; Thermodynamics","score_opus":0.02066194484391902,"score_gpt":0.22444670975789033,"score_spread":0.2037847649139713,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2128009714","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8301618,0.00085503806,0.16625048,0.000092053924,0.000903672,0.000023918474,0.0000059691974,0.000037968395,0.0016690731],"genre_scores_gemma":[0.9929743,0.00013393028,0.0068108905,0.000013203576,0.000041658717,2.8869974e-7,2.20969e-7,0.000004625873,0.000020927935],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99924827,0.0000060265675,0.00030499758,0.00006606409,0.00027561086,0.00009901578],"domain_scores_gemma":[0.9995818,0.00005668077,0.00011621677,0.00003573207,0.0001551144,0.00005447008],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030574974,0.00007048671,0.00014826472,0.0003584948,0.000018504088,0.000026580496,0.00030607078,0.000034727826,0.000022158103],"category_scores_gemma":[0.00010991749,0.000057074885,0.00006807656,0.00021741517,0.000011837643,0.00014795385,0.000038663846,0.00007555202,5.09592e-7],"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":[0.00001752052,0.00005067149,0.0004667894,0.000029120849,0.000335189,0.000039025163,0.0008511531,0.9510924,0.014441419,0.00821989,0.000100724064,0.024356095],"study_design_scores_gemma":[0.00030789227,0.00033677608,0.00025063675,0.00017585151,0.000048697795,0.00017963749,0.0004507191,0.98635894,0.008320678,0.003137245,0.00027949284,0.00015344977],"about_ca_topic_score_codex":0.000005202943,"about_ca_topic_score_gemma":5.3181117e-7,"teacher_disagreement_score":0.16281243,"about_ca_system_score_codex":0.000009427104,"about_ca_system_score_gemma":0.000022080721,"threshold_uncertainty_score":0.23274462},"labels":[],"label_agreement":null},{"id":"W2130760402","doi":"10.1016/j.ijrmms.2009.05.003","title":"Modified Kuz—Ram fragmentation model and its use at the Sungun Copper Mine","year":2009,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Mineral Processing and Grinding","field":"Engineering","cited_by":117,"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":"Sahand University of Technology","keywords":"Rock blasting; Mathematics; Block size; Applied mathematics; Statistics; Mechanics; Materials science; Physics; Geology; Computer science; Geotechnical engineering","score_opus":0.03657047005922143,"score_gpt":0.2817519450094588,"score_spread":0.2451814749502374,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2130760402","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99704844,0.0007166328,0.0010218857,0.0007059422,0.00030644448,0.000020995973,0.0000028953532,0.000008525226,0.00016821148],"genre_scores_gemma":[0.99823356,0.00028424297,0.0010061747,0.00017131737,0.00007911398,3.968965e-7,6.941857e-7,0.000003304774,0.00022118713],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993624,0.000007405779,0.0001793025,0.000076360026,0.00028357952,0.00009096799],"domain_scores_gemma":[0.9996888,0.00005088668,0.00008905346,0.000022636452,0.00010620128,0.000042443815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028293536,0.000067801135,0.000074168674,0.00009234181,0.00014128728,0.00016453209,0.000146786,0.000025082683,0.000003860045],"category_scores_gemma":[0.000057326637,0.000045374538,0.000020024476,0.0000591903,0.000006536275,0.00038283283,0.000025956986,0.00007076183,3.8423136e-7],"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":[0.00000773424,0.000004662265,0.00004101518,0.0000021283065,0.000011984486,0.0000027329675,0.0004629049,0.9933351,0.0019083401,0.001697454,0.00036694258,0.0021589908],"study_design_scores_gemma":[0.00018588267,0.00006291223,0.00009453883,0.000060908387,0.000009261906,0.000105290404,0.00016218498,0.9977607,0.000096196796,0.0012731849,0.00012930487,0.00005962153],"about_ca_topic_score_codex":0.0000019746492,"about_ca_topic_score_gemma":0.0000044546314,"teacher_disagreement_score":0.0044256025,"about_ca_system_score_codex":0.00002409992,"about_ca_system_score_gemma":0.000016211823,"threshold_uncertainty_score":0.185032},"labels":[{"model":"gemma","categories":[],"domain":null,"study_design":"simulation_or_modeling","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"low"},{"model":"gpt","categories":[],"domain":null,"study_design":"simulation_or_modeling","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"low"}],"label_agreement":"agree"},{"id":"W2132033701","doi":"10.1016/j.ijrmms.2005.03.004","title":"The FEBEX benchmark test: case definition and comparison of modelling approaches","year":2005,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":146,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; Canadian Nuclear Safety Commission","funders":"","keywords":"Inflow; Benchmark (surveying); Geotechnical engineering; Field (mathematics); Scale (ratio); Test data; Geology; Engineering; Mathematics","score_opus":0.06195118569088796,"score_gpt":0.25854572850163593,"score_spread":0.19659454281074798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2132033701","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96901053,0.0029368366,0.02689828,0.0002917217,0.0003468969,0.000019288265,0.0000031518277,0.0000061047704,0.00048717592],"genre_scores_gemma":[0.99332917,0.00046040112,0.0061066854,0.000008704439,0.0000861124,4.465073e-7,3.0252394e-7,0.000002715655,0.000005472681],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994437,0.0000058471182,0.00022624822,0.00005213843,0.0002013943,0.000070665956],"domain_scores_gemma":[0.9995479,0.00020512595,0.00010964206,0.000021767326,0.00008454033,0.000031006773],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031934702,0.000052270432,0.00008039847,0.00007427546,0.00012036613,0.00007616678,0.000119476725,0.000025373713,0.0000014399516],"category_scores_gemma":[0.00004117038,0.000035027064,0.00002047797,0.000059736893,0.000014677227,0.00016422567,0.000019266348,0.000082199585,1.2779834e-7],"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":[0.000008504447,0.000018697598,0.00033769556,0.0000055551104,0.000036884892,0.000013110788,0.0012775618,0.94169885,0.00022942285,0.0063437494,0.00008365873,0.049946323],"study_design_scores_gemma":[0.00011700142,0.00006591573,0.000011642911,0.000046611905,0.000009958255,0.00068824657,0.001982995,0.9940166,0.0006163424,0.0021504706,0.00025173978,0.000042505442],"about_ca_topic_score_codex":0.0000032458697,"about_ca_topic_score_gemma":0.000011092334,"teacher_disagreement_score":0.052317735,"about_ca_system_score_codex":0.000010507484,"about_ca_system_score_gemma":0.000015172427,"threshold_uncertainty_score":0.14283621},"labels":[],"label_agreement":null},{"id":"W2134212269","doi":"10.1016/s1365-1609(01)00068-5","title":"Quantification of rock mass damage in underground excavations from microseismic event monitoring","year":2001,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":264,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; Laurentian University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Microseism; Rock mass classification; Geology; Borehole; Geotechnical engineering; Geomechanics; Fracture (geology); Rock mechanics; Seismology; Geophone","score_opus":0.03294981639803283,"score_gpt":0.2853069822667279,"score_spread":0.25235716586869505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2134212269","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61739546,0.00045372694,0.3810865,0.000084995096,0.0009138392,0.0000223742,0.0000040377636,0.000005564613,0.000033496824],"genre_scores_gemma":[0.9939226,0.0013009394,0.0046108924,0.000011021264,0.00012105783,0.00000131189,0.0000016958725,0.000008316976,0.00002214927],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99892575,0.000014388683,0.00046983972,0.000117278156,0.00035166007,0.000121077275],"domain_scores_gemma":[0.9994258,0.00009391115,0.00021124826,0.000058210957,0.00017418375,0.00003659917],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039362683,0.0000878007,0.0001411568,0.00031082958,0.00006618072,0.00007268735,0.00031474844,0.00004465829,0.000008685698],"category_scores_gemma":[0.000059690592,0.00008482925,0.00004307519,0.00016840777,0.0000031779405,0.00031537173,0.00003621815,0.000107363565,7.0209006e-7],"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":[0.0000080766995,0.000018939525,0.0007162071,0.000003964659,0.000028768389,0.0000067382216,0.0004280688,0.8937032,0.101176605,0.0024112274,0.000015240524,0.0014829244],"study_design_scores_gemma":[0.00024810358,0.000051970783,0.0003256307,0.00029383006,0.000010841993,0.0000237458,0.001635105,0.97894806,0.008098403,0.010056662,0.00021057854,0.000097068005],"about_ca_topic_score_codex":0.000036412937,"about_ca_topic_score_gemma":0.00001599812,"teacher_disagreement_score":0.37652713,"about_ca_system_score_codex":0.000061571736,"about_ca_system_score_gemma":0.00004653112,"threshold_uncertainty_score":0.34592363},"labels":[],"label_agreement":null},{"id":"W2137812706","doi":"10.1016/j.ijrmms.2013.02.011","title":"Influence of rock failure and damage on in situ stress measurements in brittle rock","year":2013,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Borehole; Brittleness; Geology; Rock mass classification; Stress (linguistics); Geotechnical engineering; Cohesion (chemistry); Hardening (computing); Softening; Core (optical fiber); Materials science; Composite material","score_opus":0.01975494517515365,"score_gpt":0.24846000416559258,"score_spread":0.22870505899043891,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2137812706","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948408,0.00023644793,0.004483612,0.00011327725,0.00018916209,0.000053675347,0.0000025403874,0.000004230669,0.000076270175],"genre_scores_gemma":[0.9990184,0.00020007924,0.00070321053,0.000035000783,0.000027822745,0.00000200308,3.5423162e-7,0.000006398917,0.0000067869128],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99889714,0.000015392463,0.00037483568,0.00012241743,0.00044762096,0.0001425748],"domain_scores_gemma":[0.9995358,0.000047191428,0.00013596164,0.000044181244,0.00017994836,0.00005688865],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036615174,0.00009734374,0.00016247178,0.0003531376,0.000034972276,0.000068612375,0.00028345882,0.000045881763,0.0000051223874],"category_scores_gemma":[0.0000842131,0.00008671404,0.000022492497,0.00012765401,0.0000026945568,0.0003870382,0.00006702878,0.00013701542,7.747894e-7],"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":[0.0000054171337,0.000021051363,0.0010964214,0.000012185104,0.000013674859,0.0000050885296,0.0004491527,0.970896,0.026179153,0.00053791405,0.000018901179,0.0007650451],"study_design_scores_gemma":[0.0006246547,0.00018758613,0.001750041,0.00085533276,0.0000056153226,0.000033280114,0.0010473352,0.9818,0.0111348275,0.0023801313,0.000036036086,0.00014513945],"about_ca_topic_score_codex":0.000038911112,"about_ca_topic_score_gemma":0.000106650084,"teacher_disagreement_score":0.015044326,"about_ca_system_score_codex":0.000034651155,"about_ca_system_score_gemma":0.000032545515,"threshold_uncertainty_score":0.3536096},"labels":[],"label_agreement":null},{"id":"W2141882942","doi":"10.1016/j.ijrmms.2010.03.008","title":"Analysis of the classical pseudo-3D model for hydraulic fracture with equilibrium height growth across stress barriers","year":2010,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":140,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; National Science Foundation","keywords":"Fracture (geology); Mechanics; Dimensionless quantity; Plane stress; Jump; Mathematics; Stress (linguistics); Plane (geometry); Scaling; Mathematical analysis; Geometry; Geology; Physics; Geotechnical engineering; Structural engineering; Engineering; Finite element method","score_opus":0.008265603796642366,"score_gpt":0.2515536744463045,"score_spread":0.24328807064966212,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2141882942","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81755894,0.00007404919,0.18068606,0.0011328337,0.00041434425,0.000033096905,0.00003497783,0.000007958095,0.00005773986],"genre_scores_gemma":[0.9972718,0.000029628762,0.0024178927,0.00011399519,0.00010275256,0.0000017367639,0.0000014439971,0.0000078392795,0.000052912164],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998843,0.000011719195,0.00029281562,0.00013028563,0.0005543166,0.00016782731],"domain_scores_gemma":[0.9991749,0.00011910277,0.00021992989,0.00009297962,0.00029080742,0.00010228594],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003980776,0.00011027147,0.00023740348,0.00020535161,0.00012722547,0.00009864783,0.00063406286,0.00007226618,0.000010535199],"category_scores_gemma":[0.00013148118,0.00006176038,0.00018388008,0.0003316032,0.000043629512,0.00020324024,0.00005860151,0.00022487668,6.198904e-8],"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":[0.000016492113,0.000010842449,0.0010148436,0.000007842095,0.0006534352,0.0000018685099,0.0008894827,0.9959921,0.0009388644,0.00015089943,0.00009120448,0.00023209381],"study_design_scores_gemma":[0.0002019286,0.000050272225,0.00020493791,0.000040249746,0.00024661265,0.000018032084,0.00039626466,0.9961515,0.0019653307,0.00032241942,0.00031897737,0.000083488325],"about_ca_topic_score_codex":0.000010345593,"about_ca_topic_score_gemma":0.0000972439,"teacher_disagreement_score":0.17971285,"about_ca_system_score_codex":0.000015332887,"about_ca_system_score_gemma":0.00007712994,"threshold_uncertainty_score":0.25185153},"labels":[],"label_agreement":null},{"id":"W2155510436","doi":"10.1016/j.ijrmms.2004.02.001","title":"Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations","year":2004,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":889,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Rock mass classification; Brittleness; Crack closure; Geology; Rock mechanics; Coalescence (physics); Compressive strength; Stress (linguistics); Deformation (meteorology); Fracture mechanics; Geotechnical engineering; Geological Strength Index; Materials science; Composite material; Physics","score_opus":0.026439242323280366,"score_gpt":0.27152169051259367,"score_spread":0.2450824481893133,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2155510436","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81956685,0.0005899243,0.17885156,0.0002147835,0.00059553236,0.00003733578,0.000013235104,0.000011469337,0.00011934045],"genre_scores_gemma":[0.98826534,0.0011192604,0.010430189,0.000051546875,0.0001043142,0.0000012185037,0.0000033466474,0.000010960765,0.000013831433],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99889714,0.000012633661,0.0004040846,0.00012597765,0.0004270089,0.00013316612],"domain_scores_gemma":[0.9993275,0.00006143217,0.00022167893,0.000054962253,0.00026595694,0.00006850029],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003157881,0.000109530105,0.00016736494,0.0001963511,0.00016278241,0.00019251893,0.00024244789,0.000055646055,0.000011305279],"category_scores_gemma":[0.000071960945,0.000101478865,0.00004428989,0.00012932536,0.000009676951,0.00053076784,0.00007030102,0.00010321223,4.222337e-7],"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":[0.0000090179055,0.000027715181,0.0001825101,0.000018639124,0.000058685084,0.000007909127,0.0007174036,0.9560178,0.0066544083,0.03567526,0.00003896971,0.0005916918],"study_design_scores_gemma":[0.0009704283,0.00021602347,0.0001465197,0.00034759237,0.00003842043,0.0001427892,0.0014145483,0.9512547,0.005910575,0.0390766,0.00028728604,0.00019448156],"about_ca_topic_score_codex":0.000020348423,"about_ca_topic_score_gemma":0.000034797147,"teacher_disagreement_score":0.16869852,"about_ca_system_score_codex":0.00003872996,"about_ca_system_score_gemma":0.00009632264,"threshold_uncertainty_score":0.4138188},"labels":[],"label_agreement":null},{"id":"W2156524938","doi":"10.1016/j.ijrmms.2004.09.011","title":"A bonded-particle model for rock","year":2004,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":4870,"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":"Materials science; Softening; Breakout; Anisotropy; Stiffness; Discrete element method; Toughness; Composite material; Particle (ecology); Hysteresis; Mechanics; Geology; Physics; Condensed matter physics; Optics","score_opus":0.030204068240257745,"score_gpt":0.27435991231439444,"score_spread":0.2441558440741367,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2156524938","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28270835,0.00034402145,0.71600074,0.00023121173,0.0006154278,0.00003250349,0.000003892922,0.0000135903865,0.000050250248],"genre_scores_gemma":[0.9779144,0.00019773107,0.0216272,0.00009928155,0.00011572483,0.0000026965076,3.5154193e-7,0.000009332356,0.00003330619],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99918807,0.000002651419,0.00026562158,0.00009632317,0.00029443722,0.00015292138],"domain_scores_gemma":[0.9995828,0.000028280429,0.00008951702,0.00003623151,0.00019021865,0.00007295482],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032720302,0.00008091173,0.00011170333,0.000103184844,0.000103135244,0.00008817782,0.0002719584,0.000033622677,0.0000021639944],"category_scores_gemma":[0.000050748982,0.00007001039,0.00005962036,0.000061930274,0.0000020575712,0.00025656848,0.00003813175,0.00006340708,6.846624e-7],"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":[0.0000084275125,0.000010619153,0.0000017126522,0.0000038805483,0.000023733131,0.0000024466408,0.0004713985,0.9586301,0.007089804,0.03270717,0.000061857776,0.0009888886],"study_design_scores_gemma":[0.00047815434,0.00011141635,3.3919883e-7,0.000062221414,0.000011010043,0.00007212367,0.00030343022,0.9525021,0.004443403,0.041702718,0.0002312853,0.00008185437],"about_ca_topic_score_codex":0.0000015269454,"about_ca_topic_score_gemma":0.0000042643696,"teacher_disagreement_score":0.69520605,"about_ca_system_score_codex":0.0000393028,"about_ca_system_score_gemma":0.00007303711,"threshold_uncertainty_score":0.2854941},"labels":[],"label_agreement":null},{"id":"W2161205694","doi":"10.1016/j.ijrmms.2012.03.016","title":"Estimation of in situ stress along deep tunnels buried in complex geological conditions","year":2012,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":130,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Atomic Energy of Canada Limited; China Institute of Atomic Energy; Chinese Academy of Sciences; National Natural Science Foundation of China","keywords":"Geology; Rock mass classification; Stereographic projection; Tectonics; Stress (linguistics); Brittleness; Geotechnical engineering; Excavation; Seismology; Geometry","score_opus":0.035472999545495154,"score_gpt":0.29357151214799393,"score_spread":0.2580985126024988,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2161205694","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88847405,0.0002488161,0.11070222,0.000063488566,0.000379054,0.000029683091,0.0000038468834,0.0000046459745,0.00009421552],"genre_scores_gemma":[0.9956791,0.00010078658,0.0041333307,0.000018470646,0.00005891204,0.0000014103231,0.0000029531564,0.0000037666562,0.0000012909975],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991204,0.000016493574,0.0003892734,0.000064254884,0.00026668364,0.00014285152],"domain_scores_gemma":[0.9996376,0.00008194659,0.00012831969,0.000027861268,0.00007507151,0.000049184942],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005115281,0.00006843994,0.00014534952,0.00030754993,0.000032723583,0.00002396725,0.00019244639,0.00004078602,0.000012791652],"category_scores_gemma":[0.00007963166,0.000060345108,0.000028324712,0.00011959486,0.0000067558226,0.0003164998,0.00004208644,0.00009380692,3.3241005e-7],"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":[0.0000051791976,0.000034559518,0.0010847468,0.000006324657,0.000011631626,0.00000512792,0.00081874826,0.9799621,0.006178031,0.010078518,0.000007313357,0.0018076911],"study_design_scores_gemma":[0.00027633464,0.000051309602,0.0015075379,0.00011376248,0.0000048919865,0.000049264076,0.00094193104,0.99105215,0.0018789122,0.0040437235,0.00001422105,0.00006593942],"about_ca_topic_score_codex":0.000010619982,"about_ca_topic_score_gemma":0.000030601335,"teacher_disagreement_score":0.10720504,"about_ca_system_score_codex":0.00003187164,"about_ca_system_score_gemma":0.000019691452,"threshold_uncertainty_score":0.24608022},"labels":[],"label_agreement":null},{"id":"W2171564836","doi":"10.1016/j.ijrmms.2006.04.004","title":"Characterizing block geometry in jointed rockmasses","year":2006,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":90,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Classification of discontinuities; Geometry; Block (permutation group theory); Intersection (aeronautics); Geology; Block size; Joint (building); Hexahedron; Characterization (materials science); Structural engineering; Mathematics; Engineering; Computer science; Materials science; Finite element method; Mathematical analysis","score_opus":0.014610718992047867,"score_gpt":0.2421500182923186,"score_spread":0.22753929930027075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2171564836","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96660596,0.00071391574,0.030747445,0.0001643757,0.0013523228,0.000026644784,0.0000024139163,0.00001849767,0.00036841666],"genre_scores_gemma":[0.99701923,0.0003213227,0.002357311,0.000053941014,0.00021453977,9.1272216e-7,8.3745516e-7,0.000009704011,0.000022171926],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989105,0.000009829435,0.00042005544,0.0001125904,0.00037287638,0.00017417266],"domain_scores_gemma":[0.9995878,0.00005148819,0.0001416609,0.00003767155,0.00013777179,0.000043650518],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044658303,0.00010367468,0.00016055282,0.0005050705,0.00006340036,0.00011828898,0.0002888745,0.00004521305,0.000007653903],"category_scores_gemma":[0.000047561844,0.00009272356,0.000046777983,0.00019102082,0.0000033284725,0.00030009056,0.000056230274,0.00013120357,8.6637135e-7],"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":[0.000014788042,0.00004630833,0.0005542168,0.000016121912,0.000047011963,0.00007483026,0.00037331285,0.9065695,0.07938791,0.008242867,0.00019706915,0.004476103],"study_design_scores_gemma":[0.000408406,0.000096524556,0.00017592797,0.00026502664,0.000009040701,0.00030740618,0.0006281629,0.98428327,0.008037869,0.004133444,0.0014792414,0.00017565695],"about_ca_topic_score_codex":0.00001490199,"about_ca_topic_score_gemma":0.00001723822,"teacher_disagreement_score":0.07771383,"about_ca_system_score_codex":0.000043385964,"about_ca_system_score_gemma":0.000036698577,"threshold_uncertainty_score":0.3781157},"labels":[],"label_agreement":null},{"id":"W2218852672","doi":"10.1016/j.ijrmms.2015.06.014","title":"Quantifying rock mass bulking at a deep underground nickel mine","year":2015,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Vale (Canada); Laurentian University","funders":"Natural Sciences and Engineering Research Council of Canada; Vale Canada Limited","keywords":"Geology; Rock mass classification; Mining engineering; Geotechnical engineering","score_opus":0.062224282509200486,"score_gpt":0.2909647676967784,"score_spread":0.22874048518757795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2218852672","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5744625,0.0020417986,0.42017683,0.00019920789,0.0027305274,0.000032761884,0.000002173415,0.000025263573,0.00032893568],"genre_scores_gemma":[0.9897561,0.0004308631,0.009379794,0.00007696056,0.00025236988,0.0000011774666,0.0000010060166,0.000016789416,0.00008494679],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99845785,0.00001618117,0.00042802896,0.00016320671,0.00070298754,0.00023177521],"domain_scores_gemma":[0.99917483,0.000091018635,0.00020629959,0.00006479994,0.00031991382,0.00014311283],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007545558,0.0001461012,0.00019648335,0.00027822144,0.00015495821,0.00018170814,0.00045140236,0.00006191226,0.000011307724],"category_scores_gemma":[0.00015182864,0.0001282167,0.000069052265,0.00013740185,0.0000042813276,0.00038964022,0.00012937111,0.00013577208,0.000004435261],"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":[0.000019732764,0.000011809475,0.00010007506,0.000008979184,0.00007890763,0.00003587617,0.0008076905,0.9830107,0.0070336843,0.0069398703,0.00026178936,0.0016908892],"study_design_scores_gemma":[0.00038981065,0.0001380658,0.0000026063574,0.0001634086,0.000019734107,0.00038755476,0.0019032393,0.98943055,0.0009094091,0.0049904683,0.0015034837,0.00016169397],"about_ca_topic_score_codex":0.0000069054986,"about_ca_topic_score_gemma":0.000032331172,"teacher_disagreement_score":0.4152936,"about_ca_system_score_codex":0.0001410771,"about_ca_system_score_gemma":0.00007763324,"threshold_uncertainty_score":0.52285254},"labels":[],"label_agreement":null},{"id":"W244100926","doi":"10.1016/j.ijrmms.2015.04.008","title":"A grain based modeling study of fracture branching during compression tests in granites","year":2015,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":116,"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":"Fracture (geology); Materials science; Joint (building); Branching (polymer chemistry); Particle (ecology); Composite material; Grain size; Particle-size distribution; Fracture mechanics; Network model; Particle size; Geology; Mineralogy; Structural engineering; Computer science; Engineering","score_opus":0.03116378668319031,"score_gpt":0.28094051632809175,"score_spread":0.24977672964490144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W244100926","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89724565,0.00040550216,0.10169784,0.000037158825,0.0005330564,0.00004981821,0.0000012110871,0.000009649473,0.000020098883],"genre_scores_gemma":[0.99742717,0.000037592647,0.0024390724,0.000020562844,0.00006339694,0.0000011932018,3.626823e-7,0.000009296001,0.0000013706191],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99875677,0.000026051166,0.00042960703,0.00011438171,0.00054582715,0.0001273657],"domain_scores_gemma":[0.9994487,0.000051981864,0.0001582285,0.00004888127,0.0002198691,0.00007235013],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069326075,0.00010252101,0.00018943242,0.0004275038,0.00006062682,0.00005842004,0.00031134413,0.000038772963,0.0000015401266],"category_scores_gemma":[0.00010798608,0.00008591791,0.00003398732,0.0001476919,0.0000024144567,0.00026662418,0.000055975986,0.00015748019,8.6065626e-8],"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":[0.000022243757,0.00005461708,0.00041997383,0.000008585019,0.000015783085,0.000014838895,0.002505008,0.99116176,0.0052778474,0.000071434886,0.000004408208,0.0004434833],"study_design_scores_gemma":[0.0010319169,0.00018934112,0.000035695142,0.00034012023,0.000007918838,0.000030407571,0.004083089,0.9920052,0.00073936995,0.0014401581,0.000008878265,0.00008785168],"about_ca_topic_score_codex":0.00002820774,"about_ca_topic_score_gemma":0.00003297989,"teacher_disagreement_score":0.10018148,"about_ca_system_score_codex":0.00003451759,"about_ca_system_score_gemma":0.000050471604,"threshold_uncertainty_score":0.35036308},"labels":[],"label_agreement":null},{"id":"W2568814130","doi":"10.1016/j.ijrmms.2016.12.006","title":"Fractal analysis of single-phase water and polymer solution flow at high rates in open and horizontally displaced rough fractures","year":2017,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Government of Alberta","keywords":"Permeability (electromagnetism); Fractal dimension; Pressure drop; Variogram; Surface finish; Surface roughness; Grain size; Geology; Geotechnical engineering; Materials science; Coalescence (physics); Hydraulic fracturing; Volumetric flow rate; Drop (telecommunication); Fluid dynamics; Fractal; Mineralogy; Composite material; Mechanics; Chemistry; Mathematics","score_opus":0.02008935639946138,"score_gpt":0.304792137167982,"score_spread":0.2847027807685206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2568814130","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99660456,0.00014286287,0.0021258926,0.00078187033,0.00018529163,0.00003670228,0.000007659023,9.607629e-7,0.00011419791],"genre_scores_gemma":[0.9991487,0.00006119631,0.00049995666,0.000052628748,0.000019139037,0.0000012353914,0.000002554926,0.0000022384122,0.0002123318],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99911463,0.000024243407,0.0002516128,0.00016684877,0.00033517415,0.000107496984],"domain_scores_gemma":[0.9995222,0.000050328585,0.00029209134,0.00005427519,0.00003732188,0.000043792825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048662518,0.000081237515,0.00019371185,0.00014196555,0.00030815016,0.00027180187,0.00036111887,0.000029285624,0.00006983996],"category_scores_gemma":[0.00004966468,0.00005360295,0.000029784242,0.000053171294,0.00007336556,0.0007324042,0.00063073594,0.000043992488,3.435511e-7],"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":[0.00077658077,0.00049560115,0.3766851,0.000010888664,0.001084851,0.00009863655,0.012206612,0.006487245,0.44564193,0.0014048697,0.00017036447,0.1549373],"study_design_scores_gemma":[0.007577548,0.0027508389,0.6217852,0.000288733,0.00074899965,0.00024508062,0.0042539225,0.246842,0.10985324,0.002807618,0.0020591256,0.0007876583],"about_ca_topic_score_codex":0.0003827518,"about_ca_topic_score_gemma":0.0007962842,"teacher_disagreement_score":0.3357887,"about_ca_system_score_codex":0.00003820854,"about_ca_system_score_gemma":0.000007280888,"threshold_uncertainty_score":0.26209915},"labels":[],"label_agreement":null},{"id":"W2570422248","doi":"10.1016/j.ijrmms.2016.12.005","title":"Confirmation of the upside-down drop shape theory in gravity flow and development of a new empirical equation to calculate the shape","year":2017,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Mineral Processing and Grinding","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"China Scholarship Council; University of British Columbia; National Natural Science Foundation of China","keywords":"Ellipsoid; Drop (telecommunication); Asymmetry; Geology; Basis (linear algebra); Extraction (chemistry); Mathematics; Geometry; Mechanics; Geotechnical engineering; Geodesy; Computer science; Physics; Chemistry","score_opus":0.058460649736828185,"score_gpt":0.3176125780498633,"score_spread":0.25915192831303513,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2570422248","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9742148,0.000105854575,0.024820011,0.0004861044,0.00029202332,0.000030983545,9.742824e-7,0.0000016680998,0.00004755946],"genre_scores_gemma":[0.9971016,0.000015737303,0.0028048088,0.000032374162,0.000031972373,4.4762095e-7,1.3376062e-7,0.0000021207145,0.000010804367],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993162,0.000017673136,0.00026584178,0.00005624788,0.00028205954,0.00006199195],"domain_scores_gemma":[0.99955523,0.00006796928,0.00021518997,0.000041969244,0.00009035346,0.000029259398],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009174315,0.000049936913,0.00008871041,0.000084161904,0.00014409616,0.00007841051,0.00030975428,0.000021267744,0.0000055723926],"category_scores_gemma":[0.00023117414,0.00002907805,0.00001779636,0.000051362997,0.000016891161,0.000157024,0.000073166695,0.000067813315,1.3812982e-7],"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":[0.00008941887,0.00004323602,0.016533474,0.000068228226,0.00012512096,0.0000045517436,0.04439871,0.44730666,0.018975018,0.008008998,0.00016697391,0.4642796],"study_design_scores_gemma":[0.00025450977,0.00004216394,0.022758886,0.00035907532,0.000007908808,0.000026566213,0.0006885719,0.9674599,0.002166073,0.0060358364,0.00013782793,0.0000626486],"about_ca_topic_score_codex":0.000009969968,"about_ca_topic_score_gemma":0.000029542292,"teacher_disagreement_score":0.5201533,"about_ca_system_score_codex":0.000016280826,"about_ca_system_score_gemma":0.00008068367,"threshold_uncertainty_score":0.11857685},"labels":[],"label_agreement":null},{"id":"W2594273969","doi":"10.1016/j.ijrmms.2016.12.011","title":"Generation of random stress tensors","year":2017,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"University of Toronto","keywords":"Covariance; Tensor (intrinsic definition); Consistency (knowledge bases); Scalar (mathematics); Probabilistic logic; Cauchy stress tensor; Computer science; Cartesian tensor; Coordinate system; Mathematics; Algorithm; Applied mathematics; Artificial intelligence; Tensor field; Geometry; Tensor density; Mathematical analysis; Statistics","score_opus":0.04974446937269593,"score_gpt":0.28957522324554436,"score_spread":0.2398307538728484,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2594273969","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8629674,0.00041500025,0.1345298,0.000113120666,0.0016723388,0.000023126671,0.0000056961862,0.0000051939237,0.00026837084],"genre_scores_gemma":[0.9960931,0.00061951735,0.0030405608,0.000012298722,0.0002105918,4.6216036e-7,4.126872e-7,0.0000048720485,0.00001819236],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992633,0.000006761464,0.00026226125,0.000067958994,0.0003213437,0.00007838851],"domain_scores_gemma":[0.999386,0.000026271677,0.0002569235,0.00006216344,0.0002299938,0.00003865365],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004082099,0.000061247585,0.00012390122,0.00012124252,0.00015930498,0.00012687103,0.00040809865,0.000029512757,0.000006268165],"category_scores_gemma":[0.000113194845,0.000049736846,0.000044213568,0.000019610967,0.000006359949,0.00028282648,0.00005161594,0.000056572888,2.2296531e-7],"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":[0.000017041537,0.0000143815005,0.00013120589,0.000009570732,0.000078901845,0.000009337561,0.0005178296,0.94576806,0.032966465,0.008559488,0.00013407612,0.0117936395],"study_design_scores_gemma":[0.00043618938,0.000068887464,0.000016782888,0.0001022653,0.0000114848945,0.000037702113,0.00025805135,0.9850111,0.012518668,0.0012796317,0.00019921179,0.000060010825],"about_ca_topic_score_codex":0.000005497874,"about_ca_topic_score_gemma":0.000006548207,"teacher_disagreement_score":0.13312574,"about_ca_system_score_codex":0.00001076696,"about_ca_system_score_gemma":0.000027792255,"threshold_uncertainty_score":0.20282097},"labels":[],"label_agreement":null},{"id":"W2788055376","doi":"10.1016/j.ijrmms.2018.01.021","title":"Use of an integrated finite/discrete element method-discrete fracture network approach to characterize surface subsidence associated with sub-level caving","year":2018,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University; University of British Columbia; Golder Associates (Canada)","funders":"","keywords":"Inclinometer; Discontinuity (linguistics); Geology; Groundwater-related subsidence; Fracture (geology); Deformation (meteorology); Subsidence; Displacement (psychology); Discrete element method; Underground mining (soft rock); Finite element method; Surface (topology); Geotechnical engineering; Mining engineering; Coal mining; Engineering; Structural engineering; Geodesy; Mechanics; Geometry; Coal","score_opus":0.05289385434053408,"score_gpt":0.2824936948525358,"score_spread":0.22959984051200172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2788055376","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4150333,0.000046844732,0.584407,0.000044604145,0.00036098395,0.000056120996,0.000022873492,0.000012837926,0.000015472038],"genre_scores_gemma":[0.86875045,0.00006141986,0.13086641,0.00013529554,0.00014313047,0.0000015780174,0.000009175953,0.000018307877,0.000014227527],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982083,0.00006713378,0.0005185321,0.00023526009,0.000685775,0.0002849921],"domain_scores_gemma":[0.9984006,0.00019006286,0.00039051124,0.00009967171,0.0007630369,0.00015610989],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013580064,0.00019458293,0.00030145922,0.00018389637,0.00016252766,0.00020137569,0.0005000798,0.0000791588,0.000007421588],"category_scores_gemma":[0.00023362016,0.00014801568,0.000053754728,0.00032867515,0.000012745447,0.00062247826,0.00009034844,0.00020419255,2.9474023e-7],"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":[0.000051962204,0.000018087063,0.000066460205,0.000004886357,0.00012258595,0.0000057752927,0.0009977669,0.9869974,0.009921394,0.00047925214,0.000055956643,0.0012784622],"study_design_scores_gemma":[0.00022423171,0.00051684934,0.00013173834,0.00045916782,0.000034159184,0.00004908339,0.00062201044,0.9896577,0.0075305416,0.0002833555,0.000297321,0.0001938415],"about_ca_topic_score_codex":0.000040965282,"about_ca_topic_score_gemma":0.000039560444,"teacher_disagreement_score":0.45371714,"about_ca_system_score_codex":0.000060780974,"about_ca_system_score_gemma":0.000101251375,"threshold_uncertainty_score":0.6035904},"labels":[],"label_agreement":null},{"id":"W2793372840","doi":"10.1016/j.ijrmms.2018.02.006","title":"Assessment of rock-bit interaction and drilling performance using elastic waves propagated by the drilling system","year":2018,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Drilling and Well Engineering","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"Atlantic Canada Opportunities Agency; Suncor Energy Incorporated","keywords":"Drilling; Bit (key); Geology; Geotechnical engineering; Petroleum engineering; Engineering; Mechanical engineering; Computer science","score_opus":0.014218604089600373,"score_gpt":0.25627097472002225,"score_spread":0.24205237063042187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2793372840","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6998773,0.0002814972,0.29845464,0.000014783087,0.0012237583,0.000025973628,0.0000015507911,0.000013490271,0.000106944215],"genre_scores_gemma":[0.9969898,0.00020467682,0.0025902397,0.000005905994,0.00019298177,5.743902e-7,3.7307026e-7,0.000008879904,0.000006570624],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910045,0.000012921126,0.00033789672,0.000096057694,0.00033089626,0.00012178082],"domain_scores_gemma":[0.9994245,0.00008902532,0.00019944554,0.000038546674,0.00020779272,0.00004064883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005214077,0.00009672043,0.00013907015,0.00015362806,0.00015564202,0.000104733896,0.00018891465,0.00003075488,0.0000021844482],"category_scores_gemma":[0.000025110936,0.00006845667,0.000026983304,0.000115059374,0.00001563731,0.00027463541,0.000038727554,0.00011765747,2.0326964e-7],"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":[0.000004453589,0.000004594185,0.00031810702,0.000040270847,0.00005637602,0.0000013485223,0.00041392085,0.98106176,0.015945364,0.000492526,0.000006523949,0.0016547586],"study_design_scores_gemma":[0.00012582236,0.00013329386,0.00005799534,0.000748719,0.000022075425,0.0001923445,0.0010830873,0.9917756,0.0056432383,0.00002175401,0.000119818076,0.00007628843],"about_ca_topic_score_codex":0.0000047466037,"about_ca_topic_score_gemma":7.5801756e-7,"teacher_disagreement_score":0.29711246,"about_ca_system_score_codex":0.000054492197,"about_ca_system_score_gemma":0.000030193825,"threshold_uncertainty_score":0.2791582},"labels":[],"label_agreement":null},{"id":"W2793934623","doi":"10.1016/j.ijrmms.2018.01.027","title":"A step towards the end of the scale effect conundrum when predicting the shear strength of large in situ discontinuities","year":2018,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Dalhousie University","keywords":"Classification of discontinuities; Discontinuity (linguistics); Shear (geology); Shear strength (soil); Scale (ratio); Geology; Geotechnical engineering; Structural engineering; Mathematics; Engineering; Physics; Mathematical analysis; Soil science","score_opus":0.011789304895504345,"score_gpt":0.2472490846652754,"score_spread":0.23545977976977106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2793934623","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9855797,0.00044763053,0.01201952,0.000338509,0.0011380818,0.00006871879,0.000011154852,0.0000036506985,0.00039300794],"genre_scores_gemma":[0.99929565,0.00008449067,0.0004242808,0.000030261817,0.00013796882,0.0000014496337,1.5161739e-7,0.0000054487477,0.000020294963],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988968,0.000049498005,0.0003565588,0.000076716366,0.00048449863,0.00013597717],"domain_scores_gemma":[0.99934196,0.0001791121,0.00022748605,0.00007706847,0.00015322924,0.000021124442],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001467233,0.00008054829,0.0001486843,0.000085114145,0.00013218244,0.000054172862,0.0006153483,0.00002899318,0.0000070887304],"category_scores_gemma":[0.00012673625,0.00003864431,0.00006867411,0.00010008323,0.000037623122,0.00013627722,0.00015538851,0.00013830497,8.779838e-8],"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":[0.0003960365,0.00032320633,0.012140034,0.00031504643,0.0012859033,0.000019947758,0.16528891,0.35045147,0.17617536,0.10620141,0.0012988573,0.1861038],"study_design_scores_gemma":[0.0005360314,0.00037094404,0.00030502328,0.0006368423,0.00003586232,0.000055683533,0.0091546485,0.94614255,0.03909658,0.0030305055,0.0005446421,0.000090681984],"about_ca_topic_score_codex":0.00002917463,"about_ca_topic_score_gemma":0.00020036753,"teacher_disagreement_score":0.5956911,"about_ca_system_score_codex":0.000018288547,"about_ca_system_score_gemma":0.00006009875,"threshold_uncertainty_score":0.15758692},"labels":[],"label_agreement":null},{"id":"W2794372004","doi":"10.1016/j.ijrmms.2018.02.003","title":"The b-value evolution of mining-induced seismicity and mainshock occurrences at hard-rock mines","year":2018,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"earthquake and tectonic studies","field":"Earth and Planetary Sciences","cited_by":48,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Glencore (Canada)","funders":"National Institute for Occupational Safety and Health","keywords":"Induced seismicity; Geology; Seismology; Magnitude (astronomy); Mining engineering; Completeness (order theory); Mathematics","score_opus":0.029134390902538665,"score_gpt":0.2616541306939118,"score_spread":0.23251973979137314,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2794372004","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994198,0.0028290027,0.0004470028,0.0006606421,0.0013675494,0.000036138867,0.000014551882,0.0000041293433,0.0004429601],"genre_scores_gemma":[0.99841017,0.00054836407,0.00066319417,0.000080007834,0.00022011595,1.9694347e-7,5.6847e-7,0.0000012822148,0.0000760951],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99874026,0.000049388345,0.00033566146,0.0001608464,0.00053978816,0.0001740676],"domain_scores_gemma":[0.998724,0.00043034306,0.0004149405,0.000050644783,0.0003149264,0.00006516889],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00089473394,0.00009934172,0.00015728928,0.00012475252,0.0005829782,0.00009442138,0.0003729169,0.000035799632,0.000038813465],"category_scores_gemma":[0.00032787182,0.00006008507,0.000046947025,0.00014432045,0.00008953711,0.00022502363,0.00006865232,0.000059009588,0.0000022605534],"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":[0.00055404985,0.000077585144,0.8198652,0.000037864917,0.0006025123,0.000037395617,0.010169281,0.0069718184,0.002439412,0.013222431,0.003638257,0.14238417],"study_design_scores_gemma":[0.0019952247,0.006538569,0.372926,0.0007978448,0.00017058106,0.0015631763,0.02340791,0.55274403,0.00402151,0.019335754,0.015754698,0.00074473664],"about_ca_topic_score_codex":0.00019811926,"about_ca_topic_score_gemma":0.000825422,"teacher_disagreement_score":0.5457722,"about_ca_system_score_codex":0.000009540157,"about_ca_system_score_gemma":0.00011740863,"threshold_uncertainty_score":0.44838557},"labels":[],"label_agreement":null},{"id":"W2795711943","doi":"10.1016/j.ijrmms.2018.03.009","title":"Three new boundary conditions for the seismic response analysis of geomechanics problems using the numerical manifold method","year":2018,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":45,"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":"Natural Science Foundation of Hubei Province; Universidad de Concepción; National Natural Science Foundation of China","keywords":"Boundary value problem; Boundary (topology); Numerical analysis; Geomechanics; Seismic wave; Seismic analysis; Field (mathematics); Boundary element method; Consistency (knowledge bases); Geology; Mathematical analysis; Computer science; Finite element method; Mathematics; Structural engineering; Geometry; Engineering; Geotechnical engineering; Geophysics","score_opus":0.02680129983164967,"score_gpt":0.3021301744663325,"score_spread":0.2753288746346828,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2795711943","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.056615833,0.00042340218,0.94154733,0.00057889736,0.0007441735,0.00005637908,0.000015053814,0.000012056599,0.000006862065],"genre_scores_gemma":[0.9812509,0.000044259064,0.018465767,0.0000687686,0.00015053562,0.0000015753213,6.2384953e-7,0.0000070063197,0.0000105888475],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910176,0.000020272411,0.00031090068,0.00009456257,0.00034208474,0.00013042343],"domain_scores_gemma":[0.9988765,0.0006208794,0.00016449233,0.000083299055,0.00020888951,0.00004591302],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010322734,0.000090082416,0.00016863618,0.00024270023,0.00022648564,0.00010714389,0.00048409388,0.000044504835,0.00001286932],"category_scores_gemma":[0.00018037109,0.000052994426,0.00012878607,0.0003946224,0.0000147190585,0.000104056235,0.00004840964,0.00011610143,9.765757e-8],"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":[0.00002838058,0.000004345218,0.0000046052387,0.000002946245,0.0004693469,7.4285003e-7,0.0002660635,0.9772089,0.0022121926,0.018637965,0.00013108013,0.0010334131],"study_design_scores_gemma":[0.00013351275,0.00016020115,0.00008112403,0.00003216109,0.00025757216,0.000088763125,0.00032474857,0.9718319,0.00020499168,0.025048165,0.0017730496,0.00006376617],"about_ca_topic_score_codex":0.000027653556,"about_ca_topic_score_gemma":0.000022089393,"teacher_disagreement_score":0.92463505,"about_ca_system_score_codex":0.000030416799,"about_ca_system_score_gemma":0.00009130205,"threshold_uncertainty_score":0.216105},"labels":[],"label_agreement":null},{"id":"W2887804959","doi":"10.1016/j.ijrmms.2018.07.002","title":"Non-local failure theory and two-parameter tensile strength model for semi-circular bending tests of granitic rocks","year":2018,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Ultimate tensile strength; Flexural strength; Tension (geology); Bending; Materials science; Composite material; Tensile testing; Uniaxial tension; Three point flexural test; Geotechnical engineering; Geology","score_opus":0.017442665810105173,"score_gpt":0.2676494847210772,"score_spread":0.250206818910972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2887804959","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43777975,0.00018264324,0.5616243,0.000019136749,0.00032143237,0.00003426084,0.000008047221,0.000005306959,0.000025091338],"genre_scores_gemma":[0.98655707,0.00008197761,0.013142673,0.000044649278,0.00014385846,0.0000021007895,8.933274e-7,0.000013014256,0.000013738547],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990335,0.0000098840555,0.00033316622,0.00014283606,0.00031064503,0.00016997171],"domain_scores_gemma":[0.99918354,0.0001680223,0.0001559297,0.00005173391,0.000365581,0.000075203905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006793466,0.00011802445,0.00019010046,0.00022373695,0.00012869001,0.00006921981,0.000246329,0.00004997598,0.0000032998958],"category_scores_gemma":[0.00010136164,0.000099747536,0.00006104636,0.00006953327,0.000020563051,0.00022712568,0.000061913015,0.00009284168,1.7547224e-7],"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":[0.000044580745,0.000025284164,0.00005433584,0.00003979217,0.00015175913,0.0000056575086,0.0020000306,0.92857665,0.036333956,0.021009676,0.00011053427,0.011647739],"study_design_scores_gemma":[0.0004153164,0.00020189794,0.0000025108075,0.00019364899,0.000035581987,0.00010860973,0.0008316476,0.9684545,0.005786675,0.023796918,0.00006408802,0.00010864105],"about_ca_topic_score_codex":0.0000023685893,"about_ca_topic_score_gemma":0.0000104145365,"teacher_disagreement_score":0.54877734,"about_ca_system_score_codex":0.00002131286,"about_ca_system_score_gemma":0.000048594036,"threshold_uncertainty_score":0.40675864},"labels":[],"label_agreement":null},{"id":"W2888478628","doi":"10.1016/j.ijrmms.2018.08.004","title":"Charge design scheme optimization for ring blasting based on the developed Scaled Heelan model","year":2018,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre for Excellence in Mining Innovation; Laurentian University","funders":"National Key Research and Development Program of China; Natural Science Foundation of Hainan Province; National Natural Science Foundation of China","keywords":"Tree traversal; Rock blasting; Structural engineering; Engineering; Charge (physics); Algorithm; Computer science; Geotechnical engineering","score_opus":0.05772189590382413,"score_gpt":0.2743216521297925,"score_spread":0.21659975622596836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2888478628","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.050417464,0.00004392345,0.94836324,0.00025257756,0.00067584845,0.00007804801,0.0000027798505,0.000017056283,0.00014907368],"genre_scores_gemma":[0.81447214,0.00003585219,0.18513387,0.000155849,0.0001743145,0.000004421311,5.191739e-7,0.000010949751,0.0000120841405],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990846,0.000013593443,0.00027800075,0.000117785625,0.00034813228,0.00015787967],"domain_scores_gemma":[0.99920315,0.000179682,0.00014533714,0.000046247038,0.00037729423,0.000048312235],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010415098,0.000100925325,0.00010576888,0.00017080622,0.00028605707,0.00012908554,0.00033925322,0.0000378139,0.00001077032],"category_scores_gemma":[0.00023036342,0.0000719198,0.000041709707,0.00010022456,0.0000065929253,0.00016467528,0.00003321679,0.00008020296,6.022036e-7],"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":[0.000020557989,0.0000062972545,0.0000016955099,0.0000029913263,0.00001841994,6.143565e-7,0.00018426575,0.9910418,0.0030304277,0.0046130684,0.00006671247,0.0010131971],"study_design_scores_gemma":[0.000282707,0.00015202115,2.190918e-7,0.00017003756,0.00000808873,0.000011546587,0.00012111682,0.99269974,0.0051262663,0.0012715387,0.000066425164,0.000090282585],"about_ca_topic_score_codex":3.9375857e-7,"about_ca_topic_score_gemma":7.425022e-7,"teacher_disagreement_score":0.76405466,"about_ca_system_score_codex":0.00003435259,"about_ca_system_score_gemma":0.000088045825,"threshold_uncertainty_score":0.29328045},"labels":[],"label_agreement":null},{"id":"W2898362038","doi":"10.1016/j.ijrmms.2018.09.008","title":"Stability analysis of slopes with a potential of slide-head-toppling failure","year":2018,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":47,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Instability; Failure mechanism; Failure mode and effects analysis; Geology; Geotechnical engineering; Head (geology); Rock mass classification; Structural engineering; Engineering; Mechanics","score_opus":0.010897058227738373,"score_gpt":0.2517904251684579,"score_spread":0.24089336694071953,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898362038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97048116,0.00004366029,0.028847242,0.0001846118,0.00016746679,0.00002185834,0.0000062809413,0.0000016339325,0.0002460941],"genre_scores_gemma":[0.99163336,0.00004121111,0.008250133,0.000020842717,0.000037429014,2.0247967e-7,4.5319868e-7,0.0000021210947,0.0000142711415],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998779,0.000020348461,0.0003319037,0.00013023824,0.00064304465,0.00009546002],"domain_scores_gemma":[0.99923384,0.000042825726,0.0004579397,0.000053901767,0.00016169941,0.000049773338],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006732638,0.000064336135,0.00018931985,0.00015269755,0.00008117148,0.00002881694,0.0003265161,0.000035293964,0.0003039395],"category_scores_gemma":[0.00004403836,0.000039023813,0.00007760814,0.00039652103,0.00009004586,0.00019404624,0.00010783274,0.000062010346,5.346351e-7],"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":[0.0010556317,0.00054847874,0.304594,0.00003071412,0.0040667444,0.0000705313,0.011914738,0.5089866,0.12675864,0.0060029165,0.00026954536,0.035701465],"study_design_scores_gemma":[0.0024660758,0.005425126,0.038875725,0.00054961257,0.0020725157,0.00043658502,0.0138221765,0.89265496,0.035382032,0.005406595,0.0022999148,0.0006086823],"about_ca_topic_score_codex":0.000065458116,"about_ca_topic_score_gemma":0.00015642913,"teacher_disagreement_score":0.38366836,"about_ca_system_score_codex":0.00002186466,"about_ca_system_score_gemma":0.000038404134,"threshold_uncertainty_score":0.33279246},"labels":[],"label_agreement":null},{"id":"W2910517803","doi":"10.1016/j.ijrmms.2018.10.008","title":"Numerical investigation of the stability of a base-exposed sill mat made of cemented backfill","year":2019,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Tailings Management and Properties","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Sill; Geology; Geotechnical engineering; Shearing (physics); Stiffness; Rock mass classification; Mining engineering; Petrology; Engineering","score_opus":0.02456839158541256,"score_gpt":0.2193799365279889,"score_spread":0.19481154494257635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2910517803","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99706984,0.00012333212,0.0018833299,0.00015781823,0.00048406795,0.000046559697,0.0000040817604,0.000002911304,0.00022806974],"genre_scores_gemma":[0.998943,0.000036893038,0.0009686982,0.000015916168,0.000014208958,2.9769149e-7,3.096491e-7,0.0000027332212,0.000017946448],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991537,0.000020576377,0.0003326566,0.000055020497,0.00038254634,0.000055525168],"domain_scores_gemma":[0.99940157,0.000058050766,0.00029105242,0.000048302205,0.00018284054,0.00001815674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043446542,0.00004984072,0.00011938105,0.00008951984,0.000016935417,0.000012312521,0.0002807689,0.00001768642,0.00003480636],"category_scores_gemma":[0.000067411806,0.000032248467,0.000046072888,0.000115380826,0.000020806066,0.00015241194,0.000049752507,0.00004730032,2.4229618e-7],"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":[0.00012065757,0.00006447525,0.06644487,0.00030258988,0.00025456576,0.0000010030045,0.0053593796,0.20908023,0.70646167,0.008760685,0.00017154081,0.0029783095],"study_design_scores_gemma":[0.0006759959,0.0005166044,0.00472676,0.0005480943,0.00003699472,0.000009586102,0.0034335775,0.5537573,0.43332437,0.0026120502,0.00023396389,0.00012468256],"about_ca_topic_score_codex":0.000008278199,"about_ca_topic_score_gemma":0.0000013679056,"teacher_disagreement_score":0.3446771,"about_ca_system_score_codex":0.000012663316,"about_ca_system_score_gemma":0.00002806431,"threshold_uncertainty_score":0.13150543},"labels":[],"label_agreement":null},{"id":"W2912864613","doi":"10.1016/j.ijrmms.2019.01.014","title":"Thermal conductivity of thermally damaged Beishan granite under uniaxial compression","year":2019,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":82,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"National Natural Science Foundation of China","keywords":"Materials science; Thermal conductivity; Composite material; Compression (physics); Cracking; Deformation (meteorology); Acoustic emission; Thermal; Plane stress; Stress (linguistics); Conductivity; Finite element method; Structural engineering","score_opus":0.02168038571895565,"score_gpt":0.2543142215694079,"score_spread":0.23263383585045228,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2912864613","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96196586,0.00021482655,0.03600486,0.000062607214,0.0013194041,0.00005158808,0.0000049871564,0.0000098585,0.0003659914],"genre_scores_gemma":[0.99847806,0.00009926956,0.0012622918,0.000037471873,0.00009069709,5.515117e-7,7.3828295e-7,0.000009074973,0.000021849271],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99903893,0.000023905905,0.0002890826,0.00009961315,0.0004292031,0.00011928415],"domain_scores_gemma":[0.9994258,0.000066176915,0.00019048985,0.000056625428,0.0002112569,0.000049603692],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047216687,0.00009375541,0.0001678601,0.00016481565,0.00006129969,0.000051409,0.00036155505,0.000045593588,0.000031209678],"category_scores_gemma":[0.000018022502,0.00007460102,0.00005654271,0.00007668585,0.000007532463,0.00030760738,0.000077878416,0.00012895821,9.0971787e-7],"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":[0.000023765875,0.000020159394,0.00012436173,0.000009840233,0.000058249276,0.000003470138,0.00047722695,0.7199614,0.27004236,0.006537408,0.000016294449,0.002725475],"study_design_scores_gemma":[0.00067543343,0.00025005502,0.00016421398,0.00028175587,0.000016889637,0.00005312069,0.0010390822,0.97849643,0.01578476,0.0028360598,0.0002570311,0.00014514905],"about_ca_topic_score_codex":0.000005287729,"about_ca_topic_score_gemma":0.0000025152667,"teacher_disagreement_score":0.25853506,"about_ca_system_score_codex":0.0000170697,"about_ca_system_score_gemma":0.00004609694,"threshold_uncertainty_score":0.30421412},"labels":[],"label_agreement":null},{"id":"W2990967541","doi":"10.1016/j.ijrmms.2019.104163","title":"Discrete element method and support vector machine applied to the analysis of steel mesh pinned by rockbolts","year":2019,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"China Scholarship Council","keywords":"Wire mesh; Structural engineering; Rock bolt; Finite element method; Discrete element method; Deformation (meteorology); Parametric statistics; Ultimate tensile strength; Engineering; Geology; Geotechnical engineering; Materials science; Composite material; Mechanics; Mathematics","score_opus":0.006005863650658316,"score_gpt":0.2478410440757221,"score_spread":0.2418351804250638,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2990967541","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3389375,0.0004122725,0.65897906,0.0006293923,0.0006245591,0.00008693992,0.0000410229,0.000016007578,0.0002732415],"genre_scores_gemma":[0.9956495,0.000078540936,0.004139803,0.000057976256,0.00002367899,0.000001178866,0.00000200401,0.0000044559206,0.00004287022],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991635,0.000009533739,0.00026121683,0.00010054162,0.00036431485,0.000100888516],"domain_scores_gemma":[0.99963844,0.000092439564,0.00009701564,0.0000551476,0.000060581046,0.00005640547],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004756883,0.00008257328,0.00019215219,0.00020670412,0.000037440357,0.000053849144,0.0002799784,0.000026453507,0.000024598225],"category_scores_gemma":[0.000028137425,0.000053366904,0.000050094404,0.00022146924,0.0000047018348,0.000059157363,0.000058846425,0.00008249177,2.4513994e-7],"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":[0.000013788057,0.000005049406,0.00006376041,0.0000069224684,0.0004154676,7.549339e-7,0.00031448522,0.97680295,0.011584186,0.005792814,0.00015078764,0.004849032],"study_design_scores_gemma":[0.00029566544,0.0002353974,0.00086283823,0.00003076193,0.00016546335,0.000027218783,0.0004271951,0.9914083,0.001766562,0.00076776743,0.0038787338,0.00013411783],"about_ca_topic_score_codex":0.00000656699,"about_ca_topic_score_gemma":0.000006771779,"teacher_disagreement_score":0.656712,"about_ca_system_score_codex":0.000014787685,"about_ca_system_score_gemma":0.000012854591,"threshold_uncertainty_score":0.21762392},"labels":[],"label_agreement":null},{"id":"W3031391957","doi":"10.1016/j.ijrmms.2020.104373","title":"Modeling of fluid injection-induced fault reactivation using coupled fluid flow and mechanical interface model","year":2020,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","cited_by":51,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Lawrence Berkeley National Laboratory; Japan Atomic Energy Agency; Office of Nuclear Energy; Ministry of Science and ICT, South Korea; Eidgenössisches Nuklearsicherheitsinspektorat; Institut de Radioprotection et de SÛreté Nucléaire; Korea Atomic Energy Research Institute; Canadian Nuclear Safety Commission; Korea Institute of Geoscience and Mineral Resources; U.S. Department of Energy","keywords":"Geology; Shear (geology); Fault (geology); Slip (aerodynamics); Fluid dynamics; Borehole; Mechanics; Geotechnical engineering; Engineering; Petrology","score_opus":0.05033196911995692,"score_gpt":0.27762735464306915,"score_spread":0.22729538552311224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3031391957","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.65222955,0.0001375308,0.3467364,0.00057691056,0.00024435445,0.000027892645,0.000005215816,0.000008929404,0.000033215816],"genre_scores_gemma":[0.9755304,0.00014625257,0.023818558,0.0004208492,0.00007711963,9.7206524e-8,0.000001459886,0.0000026073528,0.0000026805515],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988462,0.0000294409,0.00037091755,0.00017334937,0.00047111313,0.00010901824],"domain_scores_gemma":[0.99928325,0.000067422785,0.00024126824,0.000035384837,0.00027917072,0.0000935135],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005648853,0.00009414358,0.00017165385,0.0001695955,0.00012498995,0.00007937151,0.0002574206,0.000049887778,0.00002023438],"category_scores_gemma":[0.0002254813,0.00007684136,0.000041810395,0.00013724495,0.000016130509,0.00052563875,0.000040709914,0.00012156274,3.676095e-7],"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":[0.00007308204,0.000007692287,0.00014735317,0.000005763905,0.000024085462,0.000002236427,0.00076376426,0.96530503,0.026888374,0.00018244832,0.00003714046,0.0065630157],"study_design_scores_gemma":[0.00021296575,0.0003526488,0.0000046883943,0.00009593668,0.0000152014745,0.00010278595,0.0012930809,0.99033487,0.0056192447,0.0018699258,0.000015981783,0.0000826856],"about_ca_topic_score_codex":0.00025789792,"about_ca_topic_score_gemma":0.000004246169,"teacher_disagreement_score":0.3233008,"about_ca_system_score_codex":0.000008700542,"about_ca_system_score_gemma":0.00010957511,"threshold_uncertainty_score":0.31334996},"labels":[],"label_agreement":null},{"id":"W3052371268","doi":"10.1016/j.ijrmms.2020.104453","title":"Effects of loading rate on the compound dynamic disaster in deep underground coal mine under true triaxial stress","year":2020,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":79,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"China Scholarship Council; University of Toronto; National Natural Science Foundation of China","keywords":"Coal; Coal mining; Materials science; Stress (linguistics); Geotechnical engineering; Dynamic loading; Deformation (meteorology); Geology; Mining engineering; Structural engineering; Composite material; Engineering; Waste management","score_opus":0.01903285473318834,"score_gpt":0.25048455570782713,"score_spread":0.2314517009746388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3052371268","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84541863,0.00030528233,0.15275663,0.00060612365,0.000805075,0.00005642515,0.000002929125,0.0000052560504,0.00004365183],"genre_scores_gemma":[0.9992115,0.00018141465,0.0003174428,0.00018140957,0.00009298031,0.000001198905,5.8985324e-7,0.000009101915,0.0000043524965],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990103,0.000038725277,0.0003514748,0.00011581118,0.00035163265,0.00013204341],"domain_scores_gemma":[0.999267,0.00040618045,0.00016325653,0.000035234476,0.00007039572,0.00005793746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039386132,0.00010842257,0.00018345023,0.00013844387,0.00006393367,0.00008590289,0.00035451015,0.000036597714,0.00000515485],"category_scores_gemma":[0.00009728032,0.00007670745,0.00005420258,0.00011585565,0.000008990971,0.00015655783,0.000058807756,0.00015219451,4.3678006e-7],"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":[0.00007218601,0.000028195682,0.000019143925,0.000027938164,0.00007368324,0.000023304974,0.001390034,0.9676132,0.018193625,0.011719818,0.00001598048,0.0008228887],"study_design_scores_gemma":[0.00071985286,0.00023854653,0.000026759973,0.00025806294,0.00001498813,0.00002035301,0.0017775255,0.9898937,0.0033195124,0.003617407,0.000025534213,0.000087768465],"about_ca_topic_score_codex":0.0000042949596,"about_ca_topic_score_gemma":0.000022992841,"teacher_disagreement_score":0.15379289,"about_ca_system_score_codex":0.00004066834,"about_ca_system_score_gemma":0.00003224357,"threshold_uncertainty_score":0.31280392},"labels":[],"label_agreement":null},{"id":"W3079292989","doi":"10.1016/j.ijrmms.2020.104381","title":"Bayesian analysis for uncertainty quantification of in situ stress data","year":2020,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Stress (linguistics); Reliability (semiconductor); Bayesian probability; Prior probability; Statistics; Estimation; Uncertainty quantification; Computer science; Mathematics; Econometrics; Engineering","score_opus":0.055281773494561905,"score_gpt":0.3038315799246728,"score_spread":0.2485498064301109,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3079292989","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47755218,0.000057907826,0.52073544,0.0014324533,0.00011646161,0.000036071076,0.000025194258,0.0000013908718,0.00004288188],"genre_scores_gemma":[0.9972972,0.000037118192,0.0025279084,0.000086256165,0.000024888617,8.864221e-7,0.000006572743,0.0000013161692,0.000017839806],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99915636,0.000018176383,0.0002796122,0.0001467072,0.0003350994,0.00006403147],"domain_scores_gemma":[0.99951386,0.00008237832,0.00026007925,0.000050289476,0.0000609363,0.000032423646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051340356,0.000045173692,0.0001249336,0.00009958697,0.0000481837,0.000036171146,0.0005068975,0.0000146359125,0.000019884012],"category_scores_gemma":[0.00013461008,0.000035690035,0.000033903994,0.0002619704,0.00001840804,0.00027701163,0.00015936457,0.000029089984,3.6451615e-7],"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":[0.00016034058,0.00016860766,0.24099004,0.00002038733,0.00050809514,0.000009978993,0.0083716195,0.6650584,0.019299893,0.0047015143,0.00044809803,0.060263053],"study_design_scores_gemma":[0.0004667162,0.00023360018,0.0136696445,0.000034009587,0.00009828635,0.0000044869544,0.0054985867,0.97651124,0.0013672875,0.0006122329,0.0014035695,0.000100345125],"about_ca_topic_score_codex":0.000042166503,"about_ca_topic_score_gemma":0.00031407757,"teacher_disagreement_score":0.51974505,"about_ca_system_score_codex":0.000017198863,"about_ca_system_score_gemma":0.000015578018,"threshold_uncertainty_score":0.14553973},"labels":[],"label_agreement":null},{"id":"W3083010401","doi":"10.1016/j.ijrmms.2020.104430","title":"A shear strength model for anisotropic blocky rock masses with persistent joints","year":2020,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre for Excellence in Mining Innovation; Laurentian University","funders":"State Key Laboratory for GeoMechanics and Deep Underground Engineering; China University of Mining and Technology; National Natural Science Foundation of China","keywords":"Rock mass classification; Geological Strength Index; Cohesion (chemistry); Direct shear test; Geology; Geotechnical engineering; Anisotropy; Shear (geology); Shear strength (soil); Joint (building); Weighting; Hoek–Brown failure criterion; Structural engineering; Engineering; Petrology; Physics","score_opus":0.03472204548341277,"score_gpt":0.24924916141692302,"score_spread":0.21452711593351026,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3083010401","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2777464,0.00040059772,0.7207721,0.0005962508,0.00034167722,0.000058401496,0.000011810685,0.00001921809,0.000053541466],"genre_scores_gemma":[0.9686093,0.0002473137,0.030782767,0.00016856578,0.00015368374,0.0000025960996,8.7509903e-7,0.0000133439235,0.000021570606],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990072,0.0000054589723,0.00026857035,0.00014820961,0.0004064337,0.00016409623],"domain_scores_gemma":[0.99944454,0.000036545305,0.00012141818,0.000036247842,0.00023563331,0.00012560867],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015379179,0.00011811178,0.00016709267,0.00010632167,0.00011600353,0.000117085634,0.00030831364,0.000035096644,0.000005747246],"category_scores_gemma":[0.000046917598,0.00009233706,0.000081232305,0.000076434895,0.0000029470723,0.00021333345,0.000049423084,0.00009373713,4.6787565e-7],"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":[0.000029340667,0.00001078262,0.000009368413,0.000013918356,0.00008782443,0.000005301815,0.0008365922,0.99350727,0.0017591943,0.0026802816,0.0001521886,0.00090796483],"study_design_scores_gemma":[0.00046929874,0.00049305696,5.598055e-7,0.00009353658,0.000034092558,0.0000686709,0.0012210568,0.99541456,0.00073620863,0.0008380694,0.0005159356,0.000114947616],"about_ca_topic_score_codex":9.290167e-7,"about_ca_topic_score_gemma":0.0000020738157,"teacher_disagreement_score":0.6908629,"about_ca_system_score_codex":0.00002838012,"about_ca_system_score_gemma":0.00008218982,"threshold_uncertainty_score":0.3765396},"labels":[],"label_agreement":null},{"id":"W3092157960","doi":"10.1016/j.ijrmms.2020.104500","title":"Influence of the interval length of hydraulic packer systems on thermally-induced pore pressure measurements in rock","year":2020,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nuclear Waste Management Organization","funders":"Canadian Nuclear Safety Commission; Eidgenössisches Nuklearsicherheitsinspektorat; Agence Nationale pour la Gestion des Déchets Radioactifs; Institut de Radioprotection et de SÛreté Nucléaire; Korea Atomic Energy Research Institute; Japan Atomic Energy Agency; Nuclear Waste Management Organization; U.S. Department of Energy","keywords":"Interval (graph theory); Geology; Geotechnical engineering; Pore water pressure; Borehole; Pressure measurement; Observational error; Mechanics; Engineering; Mathematics","score_opus":0.03700213760729924,"score_gpt":0.2544903398870619,"score_spread":0.21748820227976262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3092157960","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981331,0.00009362227,0.00060317374,0.00071568554,0.00022813256,0.00006111993,0.0000026496898,0.0000014907387,0.00016099209],"genre_scores_gemma":[0.99968934,0.000015493468,0.00003428265,0.000191644,0.000023045272,0.0000013034598,1.0247415e-7,0.0000025890681,0.000042213254],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9985298,0.00005855449,0.00036850374,0.000120615725,0.0008361247,0.00008638897],"domain_scores_gemma":[0.999346,0.000043958396,0.00043231033,0.000046865498,0.00009627559,0.000034576602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047512262,0.00007569032,0.00015091093,0.000051708743,0.000053102518,0.000026252625,0.0005389089,0.000024674517,0.000010851494],"category_scores_gemma":[0.00013024242,0.00004690951,0.000044689117,0.00014323626,0.000020048397,0.00022171428,0.0001893074,0.000084457766,9.543794e-7],"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":[0.00013506472,0.0001550316,0.1539193,0.000031757478,0.00019371917,0.000009220196,0.01199986,0.7580368,0.068040654,0.0012797263,0.00018840907,0.0060104444],"study_design_scores_gemma":[0.005369444,0.0051846188,0.5080837,0.0033470248,0.0002392108,0.0002282235,0.023552682,0.35978934,0.0853122,0.0012004119,0.0067474614,0.00094567845],"about_ca_topic_score_codex":0.000054662873,"about_ca_topic_score_gemma":0.00001580978,"teacher_disagreement_score":0.39824748,"about_ca_system_score_codex":0.000023443134,"about_ca_system_score_gemma":0.00002387768,"threshold_uncertainty_score":0.19129142},"labels":[],"label_agreement":null},{"id":"W3094093430","doi":"10.1016/j.ijrmms.2020.104505","title":"An international model comparison study of controlled fault activation experiments in argillaceous claystone at the Mont Terri Laboratory","year":2020,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"earthquake and tectonic studies","field":"Earth and Planetary Sciences","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Nuclear Safety Commission","funders":"Lawrence Berkeley National Laboratory; Canadian Nuclear Safety Commission; Eidgenössisches Nuklearsicherheitsinspektorat; Institut de Radioprotection et de SÛreté Nucléaire; Korea Atomic Energy Research Institute; Japan Atomic Energy Agency; Office of Nuclear Energy; Nuclear Waste Management Organization; U.S. Department of Energy","keywords":"Borehole; Geology; Fault (geology); Classification of discontinuities; Discontinuity (linguistics); Fracture (geology); Shear (geology); Geotechnical engineering; Pore water pressure; Flow (mathematics); Hydraulic fracturing; Petrology; Seismology; Mechanics","score_opus":0.04308689046521139,"score_gpt":0.30808649997336646,"score_spread":0.26499960950815504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3094093430","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99759334,0.00035582468,0.0006523596,0.00071572984,0.00034982615,0.00011147488,0.000012647978,0.000003548168,0.0002052405],"genre_scores_gemma":[0.9993389,0.00008823805,0.00028422932,0.00020164844,0.000072554896,0.0000010719327,0.000002085569,0.0000016581095,0.000009579804],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985556,0.00007201976,0.00044346772,0.0001532616,0.00067548826,0.00010013994],"domain_scores_gemma":[0.99910194,0.00014294601,0.00044909582,0.00004685814,0.00020316748,0.00005600809],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054302486,0.000087700355,0.00022634449,0.00012024836,0.00012382555,0.00006383083,0.00045211214,0.000025446765,0.00007131613],"category_scores_gemma":[0.0001311335,0.000055572156,0.000034547982,0.00012388965,0.000021762486,0.0003276831,0.000040228,0.000099438425,7.9476985e-7],"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":[0.00073439913,0.0001785494,0.12468722,0.0000019902136,0.00014888328,0.000012921574,0.01587074,0.85204345,0.0012971401,0.00014504172,0.000060273585,0.004819408],"study_design_scores_gemma":[0.0024539684,0.001149788,0.01374974,0.00003135111,0.0000139631775,0.000009461034,0.018429365,0.9633232,0.0005254052,0.0001351492,0.000096672346,0.000081951075],"about_ca_topic_score_codex":0.00019017278,"about_ca_topic_score_gemma":0.00067484635,"teacher_disagreement_score":0.11127975,"about_ca_system_score_codex":0.00001213866,"about_ca_system_score_gemma":0.00006263629,"threshold_uncertainty_score":0.22661667},"labels":[],"label_agreement":null},{"id":"W3094123193","doi":"10.1016/j.ijrmms.2020.104524","title":"Modelling gas flow in clay materials incorporating material heterogeneity and embedded fractures","year":2020,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Eidgenössisches Nuklearsicherheitsinspektorat; Swiss Society for Microbiology; Agence Nationale pour la Gestion des Déchets Radioactifs; Institut de Radioprotection et de SÛreté Nucléaire; Korea Atomic Energy Research Institute; Canadian Nuclear Safety Commission; Ministerio de Economía y Competitividad; Japan Atomic Energy Agency; Nuclear Waste Management Organization; U.S. Department of Energy","keywords":"Permeability (electromagnetism); Inflow; Outflow; Porosity; Flow (mathematics); Mechanics; Geotechnical engineering; Bentonite; Geology; Volumetric flow rate; Materials science; Fluid dynamics; Petroleum engineering; Mineralogy; Chemistry","score_opus":0.022795753954235342,"score_gpt":0.25439027377649326,"score_spread":0.23159451982225793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3094123193","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9823489,0.00020672909,0.016186642,0.00026719252,0.0009097089,0.00002428914,0.000010052543,0.000012706542,0.000033746546],"genre_scores_gemma":[0.9915887,0.00016415215,0.007863915,0.00010686777,0.00026709647,6.6090314e-7,0.0000014886215,0.000006517601,5.6023276e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992392,0.000019186842,0.00030223778,0.00010560622,0.00023139492,0.00010235961],"domain_scores_gemma":[0.99969965,0.00003423846,0.00011590955,0.000020157957,0.00006404603,0.00006597956],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002784524,0.00009104319,0.00015224259,0.00010357797,0.000049190734,0.00018939283,0.0001710101,0.00004863993,0.000010271498],"category_scores_gemma":[0.00003846874,0.00007413152,0.000018350971,0.00007501527,0.000008194752,0.00026937085,0.00004452631,0.00008939932,3.361524e-7],"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":[0.000036332698,0.0000044322005,0.000101501646,0.000009944417,0.000023475799,0.000029253206,0.0007923503,0.96563107,0.030917972,0.00019044541,0.000028323908,0.0022348873],"study_design_scores_gemma":[0.00023374631,0.00007793806,0.000016868247,0.00008258276,0.0000055416845,0.00007453052,0.0003004451,0.9653819,0.032165557,0.0015367256,0.00003835108,0.00008577539],"about_ca_topic_score_codex":0.0000062424865,"about_ca_topic_score_gemma":0.0000036950025,"teacher_disagreement_score":0.009239808,"about_ca_system_score_codex":0.0000125503075,"about_ca_system_score_gemma":0.000022578544,"threshold_uncertainty_score":0.3022996},"labels":[],"label_agreement":null},{"id":"W3104852532","doi":"10.1016/j.ijrmms.2020.104484","title":"Prediction of the thermal-hydraulic-mechanical response of a geological repository at large scale and sensitivity analyses","year":2020,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nuclear Waste Management Organization","funders":"","keywords":"Cuboid; Radioactive waste; Thermal hydraulics; Sensitivity (control systems); Thermal; Geology; Boundary (topology); Scale (ratio); Rock mass classification; Field (mathematics); Geotechnical engineering; Mechanics; Heat transfer; Engineering; Mechanical engineering; Waste management; Thermodynamics; Mathematics","score_opus":0.038968402587555906,"score_gpt":0.268049421826346,"score_spread":0.2290810192387901,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3104852532","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9626598,0.0003056029,0.03628013,0.0003059365,0.00036242447,0.00003157435,0.000012440109,0.0000072872863,0.000034852033],"genre_scores_gemma":[0.99871707,0.000120935445,0.0010115063,0.00007090165,0.000068929396,4.1784324e-7,2.2464496e-7,0.0000044223366,0.0000056217223],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898005,0.00007822015,0.00035485142,0.000111691304,0.00038191382,0.000093286886],"domain_scores_gemma":[0.9993562,0.00014500368,0.00022501242,0.000048722857,0.00016168764,0.00006335634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008004893,0.000076116485,0.00017438545,0.00006867816,0.000097527336,0.000019805784,0.00015669432,0.00005246288,0.0000034594618],"category_scores_gemma":[0.00018245229,0.000051265743,0.000072640585,0.00009955599,0.000015052617,0.00011091025,0.00017610956,0.00010089869,7.114691e-8],"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":[0.00018757026,0.000023431952,0.0007300554,0.000014426447,0.00007916068,0.000017438453,0.0011891464,0.27882838,0.71806556,0.0005411651,0.000034551882,0.0002891181],"study_design_scores_gemma":[0.00024602562,0.00021887882,0.00057566055,0.00007886779,0.000028240258,0.00020811932,0.00049440836,0.93182635,0.06602621,0.00018759171,0.00006348931,0.000046165434],"about_ca_topic_score_codex":0.0000034174,"about_ca_topic_score_gemma":0.0000028657673,"teacher_disagreement_score":0.652998,"about_ca_system_score_codex":0.000017796696,"about_ca_system_score_gemma":0.000034334946,"threshold_uncertainty_score":0.20905563},"labels":[],"label_agreement":null},{"id":"W3117029661","doi":"10.1016/j.ijrmms.2020.104542","title":"Numerical study of thermo-hydro-mechanical responses of in situ heating test with phase-field model","year":2020,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Numerical methods in engineering","field":"Engineering","cited_by":71,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Canadian Nuclear Safety Commission; Eidgenössisches Nuklearsicherheitsinspektorat; Agence Nationale pour la Gestion des Déchets Radioactifs; Institut de Radioprotection et de SÛreté Nucléaire; Korea Atomic Energy Research Institute; Japan Atomic Energy Agency; Nuclear Waste Management Organization; U.S. Department of Energy","keywords":"Borehole; Geotechnical engineering; Pore water pressure; Radioactive waste; Geology; Anisotropy; Geomechanics; Permeability (electromagnetism); Thermal conductivity; Shear (geology); Materials science; Petrology; Composite material; Engineering; Waste management; Chemistry","score_opus":0.039577856584996796,"score_gpt":0.3251154520579378,"score_spread":0.285537595472941,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3117029661","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6546581,0.00006365903,0.34500796,0.0000826683,0.00009375265,0.000034600227,0.000001339483,0.000007163961,0.00005077488],"genre_scores_gemma":[0.9573948,0.000018695191,0.042505484,0.00003225503,0.00003790169,0.0000012273184,5.3400164e-8,0.000008745926,8.510247e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988377,0.000030305371,0.0004536881,0.000110927096,0.00045900073,0.00010834415],"domain_scores_gemma":[0.9990294,0.0005923986,0.00016665075,0.000042728163,0.0001033933,0.000065426815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000476099,0.00009312757,0.00025719465,0.00015889251,0.000019373203,0.000017553237,0.00032980868,0.000029828843,0.0000037158966],"category_scores_gemma":[0.00074438314,0.0000726831,0.0000307593,0.00025808968,0.00000787287,0.00013871567,0.000048403355,0.00016521425,5.949088e-8],"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":[0.00010198747,0.00012441943,0.0004957506,0.0000125686865,0.000036890942,0.000018543924,0.0016817258,0.91553414,0.07694767,0.00027788503,0.0000027666113,0.0047656526],"study_design_scores_gemma":[0.00070656504,0.0022319986,0.000029323543,0.00013922295,0.000011342906,0.000032539556,0.001472636,0.9766224,0.018327437,0.00034682243,0.0000035705718,0.00007613188],"about_ca_topic_score_codex":0.0000047834633,"about_ca_topic_score_gemma":0.0000013633871,"teacher_disagreement_score":0.3027367,"about_ca_system_score_codex":0.000016901218,"about_ca_system_score_gemma":0.000038523274,"threshold_uncertainty_score":0.2963931},"labels":[],"label_agreement":null},{"id":"W3152977384","doi":"10.1016/j.ijrmms.2021.104732","title":"A novel approach for fracture skeleton extraction from rock surface images","year":2021,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":40,"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":"National Natural Science Foundation of China","keywords":"Artificial intelligence; Particle swarm optimization; Rock mass classification; Computer science; Pixel; Contrast (vision); Bilateral filter; Computer vision; Fracture (geology); Pattern recognition (psychology); Geology; Algorithm","score_opus":0.02321353317493769,"score_gpt":0.2729884271299554,"score_spread":0.24977489395501773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3152977384","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11183161,0.0013195573,0.88528967,0.00019858875,0.001191895,0.000034719713,0.000023767576,0.0000140380125,0.00009615604],"genre_scores_gemma":[0.8766305,0.00045010707,0.12247682,0.00009306799,0.00028433077,0.0000013556322,0.000007668294,0.000011350012,0.00004483015],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990383,0.000007996124,0.00028497307,0.00016315794,0.00036705218,0.0001385651],"domain_scores_gemma":[0.9992625,0.00010666454,0.00015179162,0.000050278893,0.0003649767,0.000063790394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029837794,0.00010831582,0.00015545222,0.00008348816,0.00011768201,0.00016896121,0.00024117793,0.00006648578,0.000011165013],"category_scores_gemma":[0.000085679385,0.00009623276,0.000079077465,0.00007959942,0.0000018705462,0.00032431868,0.0000423921,0.0001329235,3.088175e-7],"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":[0.000009230754,0.000024422423,0.000004858956,0.000006528503,0.000061704595,0.0000045448205,0.00021169834,0.8735078,0.12360333,0.000614398,0.0002648484,0.0016866449],"study_design_scores_gemma":[0.00036422277,0.00005406626,0.000005885987,0.00006708078,0.000023453227,0.00015021994,0.0010679626,0.9686594,0.025167443,0.0018606855,0.0024646132,0.00011493994],"about_ca_topic_score_codex":0.000007886647,"about_ca_topic_score_gemma":0.0000023314394,"teacher_disagreement_score":0.7647989,"about_ca_system_score_codex":0.00003423942,"about_ca_system_score_gemma":0.00007271527,"threshold_uncertainty_score":0.3924258},"labels":[],"label_agreement":null},{"id":"W3153731317","doi":"10.1016/j.ijrmms.2021.104767","title":"Integrated rockburst early warning model based on fuzzy comprehensive evaluation method","year":2021,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":65,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Ministry of Science and Technology of the People's Republic of China; Ministry of Education of the People's Republic of China; National Natural Science Foundation of China","keywords":"Warning system; Early warning system; Computer science; Data mining; Confusion matrix; Fuzzy logic; Confusion; Engineering; Artificial intelligence","score_opus":0.047245913541566376,"score_gpt":0.3146580570752294,"score_spread":0.26741214353366305,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3153731317","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24489152,0.0004035861,0.7529533,0.0001689982,0.0010597213,0.00003845211,0.000005017944,0.000017948149,0.00046148765],"genre_scores_gemma":[0.94083345,0.00011899632,0.05873641,0.00018194894,0.00009147148,0.000002436396,0.000003818855,0.000012930932,0.000018508725],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99835706,0.000058908154,0.00036286216,0.00018704064,0.000873267,0.00016083923],"domain_scores_gemma":[0.9984297,0.00014244275,0.00016590353,0.00007026726,0.0011086839,0.00008297025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008385992,0.0001365512,0.00018780143,0.00028708656,0.00014108511,0.0001607758,0.0002718438,0.00006070322,0.000014343852],"category_scores_gemma":[0.00017581113,0.00012017729,0.00007818185,0.0001880185,0.0000034203924,0.00022916566,0.00004727511,0.0002041305,0.0000010359587],"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":[0.00001285194,0.000014787392,0.0000057287275,0.0000041672306,0.000041301573,0.000013015917,0.00034776176,0.971045,0.009497898,0.0027712376,0.0000540759,0.016192138],"study_design_scores_gemma":[0.00045073943,0.00012604235,0.0000041588523,0.00022112802,0.000032474345,0.0000655797,0.0007412177,0.98741764,0.0038278291,0.006795949,0.00019041084,0.00012680676],"about_ca_topic_score_codex":0.0000034981322,"about_ca_topic_score_gemma":0.0000031594382,"teacher_disagreement_score":0.6959419,"about_ca_system_score_codex":0.00008323991,"about_ca_system_score_gemma":0.00023488111,"threshold_uncertainty_score":0.49006876},"labels":[],"label_agreement":null},{"id":"W3157525866","doi":"10.1016/j.ijrmms.2021.104795","title":"Influence of asperity degradation and gouge formation on flow during rock fracture shearing","year":2021,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"China Scholarship Council; China Postdoctoral Science Foundation","keywords":"Shearing (physics); Geotechnical engineering; Geology; Shear (geology); Direct shear test; Permeability (electromagnetism); Fault gouge; Asperity (geotechnical engineering); Fluid dynamics; Materials science; Mechanics; Petrology","score_opus":0.012465028238051215,"score_gpt":0.23948610396680275,"score_spread":0.22702107572875155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3157525866","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91953486,0.00040794804,0.07962721,0.000101763864,0.00025626618,0.000020195832,0.000002921297,0.000007765391,0.000041064563],"genre_scores_gemma":[0.99608886,0.0007159009,0.0030751731,0.000045551966,0.00005959749,5.6297523e-7,0.0000011351897,0.0000054244324,0.000007817128],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991353,0.000011514961,0.00029733288,0.00009755938,0.00036226722,0.00009602582],"domain_scores_gemma":[0.9994617,0.00004281837,0.00014661477,0.000041596948,0.00025932185,0.00004796103],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025143143,0.000080690785,0.00012345565,0.00015112241,0.000103407285,0.0000783158,0.00013506504,0.00004355287,0.000003877582],"category_scores_gemma":[0.00009923358,0.0000727611,0.000030807132,0.00008949028,0.000002559337,0.00049491663,0.000052398198,0.00011734028,2.3291251e-7],"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":[0.000008412801,0.000007991417,0.00004732608,0.000020940974,0.000019427225,0.0000072893476,0.0004853897,0.9634342,0.03321043,0.0010889971,0.000005257417,0.0016643286],"study_design_scores_gemma":[0.0002382946,0.00007080806,0.0002414542,0.00030569689,0.000009957005,0.00020064386,0.00047374077,0.94022465,0.05672745,0.0013272704,0.00009803274,0.00008202294],"about_ca_topic_score_codex":0.000002225021,"about_ca_topic_score_gemma":0.000005031993,"teacher_disagreement_score":0.07655397,"about_ca_system_score_codex":0.00003069878,"about_ca_system_score_gemma":0.00003354286,"threshold_uncertainty_score":0.29671115},"labels":[],"label_agreement":null},{"id":"W3175265855","doi":"10.1016/j.ijrmms.2021.104766","title":"Fluid-driven micro-cracking behaviour of crystalline rock using a coupled hydro-grain-based discrete element method","year":2021,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":81,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Monash University; China Scholarship Council; Massachusetts Institute of Technology","keywords":"Cracking; Discrete element method; Hydraulic fracturing; Shear (geology); Grain size; Materials science; Geotechnical engineering; Geology; Fracture mechanics; Tension (geology); Composite material; Mechanics; Ultimate tensile strength","score_opus":0.025000825189341613,"score_gpt":0.3004085727211774,"score_spread":0.2754077475318358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3175265855","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4281497,0.0004881579,0.57070035,0.00008123066,0.00052220654,0.000029799037,0.0000101627875,0.000007887321,0.000010524179],"genre_scores_gemma":[0.8908465,0.00017521472,0.10878129,0.000059630376,0.00010617794,0.0000010357138,0.0000034798861,0.000016250613,0.000010412639],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982597,0.0000359257,0.00064653193,0.00019270564,0.00065024704,0.000214853],"domain_scores_gemma":[0.998858,0.00009365257,0.0003379843,0.0000825748,0.0005318941,0.000095934774],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074499886,0.00015729587,0.0002887317,0.00026998384,0.0001290458,0.00010131069,0.00036370486,0.0000577631,0.000025406163],"category_scores_gemma":[0.00009075225,0.0001451745,0.00013357602,0.00018583285,0.0000054439133,0.00018701471,0.00010805519,0.00014080909,1.8544235e-7],"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":[0.000009316541,0.000019488609,0.000044965695,0.000012816051,0.000065760934,0.000029349205,0.0002542549,0.7456716,0.25315267,0.0004205302,0.000008881482,0.00031039733],"study_design_scores_gemma":[0.00050069654,0.00010531142,0.000004374433,0.0003427935,0.00005953641,0.00016139077,0.0009398027,0.94974655,0.047231626,0.0006466648,0.00011596744,0.00014526282],"about_ca_topic_score_codex":0.000012151454,"about_ca_topic_score_gemma":0.000010224945,"teacher_disagreement_score":0.46269682,"about_ca_system_score_codex":0.00007221156,"about_ca_system_score_gemma":0.0001968907,"threshold_uncertainty_score":0.5920044},"labels":[],"label_agreement":null},{"id":"W3175623508","doi":"10.1016/j.ijrmms.2021.104839","title":"A deep learning approach for rock fragmentation analysis","year":2021,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Mineral Processing and Grinding","field":"Engineering","cited_by":97,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; Ontario Centres of Excellence","keywords":"Fragmentation (computing); Artificial neural network; Artificial intelligence; Test set; Deep learning; Pattern recognition (psychology); Comminution; Computer science; Geology","score_opus":0.018839941546359876,"score_gpt":0.27344714680376175,"score_spread":0.2546072052574019,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3175623508","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24204,0.0007972048,0.7564959,0.00004716468,0.00030237975,0.000012516411,9.626139e-7,0.00000969601,0.0002941715],"genre_scores_gemma":[0.96849114,0.0001341428,0.031109909,0.000027399463,0.00012361025,0.000001476897,0.000004978507,0.000004486407,0.0001028455],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933046,0.000011481238,0.00020774135,0.0000955872,0.0002607021,0.0000940533],"domain_scores_gemma":[0.9995481,0.00005915164,0.00011298007,0.000019817979,0.00022082847,0.000039161132],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003312395,0.00006020476,0.00011855225,0.0002306662,0.00012080341,0.00015543643,0.00013749405,0.000026709024,0.0000109153725],"category_scores_gemma":[0.000097699434,0.00005307414,0.000071219714,0.0002596105,0.0000023721586,0.00019808856,0.00002162226,0.00007640998,1.92851e-7],"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":[0.0000034948914,0.000007702211,0.00027082334,0.000009505135,0.00020251238,0.000003235888,0.00053528475,0.9922227,0.0009814783,0.00061602914,0.000027502829,0.005119702],"study_design_scores_gemma":[0.00017035649,0.00004484199,0.000029181152,0.000025930689,0.00009479779,0.00005602676,0.0018610334,0.9964665,0.00037692807,0.0004776169,0.00033275245,0.000064023705],"about_ca_topic_score_codex":0.000001016046,"about_ca_topic_score_gemma":0.0000021207222,"teacher_disagreement_score":0.72645116,"about_ca_system_score_codex":0.000021971613,"about_ca_system_score_gemma":0.000024903104,"threshold_uncertainty_score":0.21643007},"labels":[],"label_agreement":null},{"id":"W3212295535","doi":"10.1016/j.ijrmms.2021.104773","title":"Development of a 3-D confinement-dependent dilation model for brittle rocks; part 2, formulation and parameterization based on the Cartesian plastic strain increments ratios approach","year":2021,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Spall; Geotechnical engineering; Brittleness; Plasticity; Geology; Mechanics; Constitutive equation; Shear (geology); Rock mechanics; Structural engineering; Engineering; Materials science; Physics; Petrology; Finite element method","score_opus":0.042791256724163576,"score_gpt":0.2541057445483969,"score_spread":0.21131448782423334,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3212295535","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28724638,0.000040818355,0.71238583,0.000047162055,0.00017408584,0.000066666515,0.000011486643,0.0000032162106,0.000024380593],"genre_scores_gemma":[0.97291577,0.000033160773,0.026953898,0.000035200606,0.000029418885,0.0000075922576,0.000013328662,0.000005673077,0.0000059636895],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991046,0.000011656158,0.00034006342,0.000099741446,0.00036096407,0.00008298134],"domain_scores_gemma":[0.99945056,0.000098901925,0.00016882118,0.000033797445,0.00021728566,0.00003065804],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047273023,0.00007419452,0.00009804003,0.00009625617,0.00012754252,0.000074967706,0.0000978191,0.00002821383,0.0000031410582],"category_scores_gemma":[0.00010383157,0.000058884456,0.00002425232,0.000052530497,0.0000025393742,0.00011936046,0.0000226963,0.00004297103,3.332652e-8],"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":[0.000012897769,0.000019131456,0.000013735423,0.000015686674,0.000029788576,3.0593128e-7,0.0006162109,0.97751594,0.014575607,0.0039262413,0.0000084932535,0.0032659858],"study_design_scores_gemma":[0.00036162816,0.000057386143,0.000009097212,0.000099559285,0.000014490981,0.000006068594,0.0005305234,0.9920695,0.0058717364,0.0008730388,0.000046196998,0.000060783874],"about_ca_topic_score_codex":4.947904e-7,"about_ca_topic_score_gemma":0.000007192393,"teacher_disagreement_score":0.68566936,"about_ca_system_score_codex":0.000026512438,"about_ca_system_score_gemma":0.0001032745,"threshold_uncertainty_score":0.24012384},"labels":[],"label_agreement":null},{"id":"W328786284","doi":"10.1016/j.ijrmms.2008.05.003","title":"","year":2008,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Methane Hydrates and Related Phenomena","field":"Environmental Science","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 Saskatchewan","funders":"","keywords":"Electrical resistivity and conductivity; Geology; Clathrate hydrate; Drilling; Mineralogy; Well logging; Hydrate; Borehole; Pore water pressure; Geophysics; Geotechnical engineering; Materials science; Chemistry","score_opus":0.020890225213860678,"score_gpt":0.25094357978605203,"score_spread":0.23005335457219134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W328786284","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9898822,0.0003080966,0.0070747067,0.0011564738,0.0009954589,0.000038683575,0.0000012422881,0.0000061858577,0.0005369669],"genre_scores_gemma":[0.9908,0.0010015458,0.0075510656,0.00041728796,0.00011524141,8.3274864e-7,2.6307427e-7,0.000005201053,0.000108557004],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978387,0.00005421858,0.0005129106,0.000226714,0.001132679,0.00023479393],"domain_scores_gemma":[0.9989987,0.00013166407,0.0005453859,0.00006126632,0.000082639155,0.00018034547],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011241559,0.00013090494,0.00019310303,0.0001509346,0.0004304881,0.00006975015,0.0008000039,0.000052006228,0.0001418131],"category_scores_gemma":[0.00015196146,0.000092266906,0.00008028133,0.00025745181,0.00008082573,0.00071952725,0.0002996526,0.00016299033,0.0000042486813],"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":[0.00020230858,0.0002699708,0.0799083,0.0000035255284,0.0001965385,0.0007281519,0.012977021,0.86710376,0.021129847,0.0057186526,0.00074066815,0.011021289],"study_design_scores_gemma":[0.008496673,0.007967724,0.0323389,0.00057161675,0.00017892956,0.04696852,0.016533343,0.77805907,0.008984928,0.07472729,0.023219071,0.0019539476],"about_ca_topic_score_codex":0.00005208104,"about_ca_topic_score_gemma":0.000007899683,"teacher_disagreement_score":0.08904467,"about_ca_system_score_codex":0.000054643573,"about_ca_system_score_gemma":0.000044907705,"threshold_uncertainty_score":0.37625352},"labels":[],"label_agreement":null},{"id":"W4214854838","doi":"10.1016/j.ijrmms.2022.105072","title":"Automated rock mass discontinuity set characterisation using amplitude and phase decomposition of point cloud data","year":2022,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"3D Surveying and Cultural Heritage","field":"Earth and Planetary Sciences","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Classification of discontinuities; Discontinuity (linguistics); Cluster analysis; Computer science; Amplitude; Point cloud; Algorithm; Rock mass classification; Fast Fourier transform; Software; Artificial intelligence; Geology; Mathematics; Optics; Physics; Mathematical analysis","score_opus":0.06407436221944783,"score_gpt":0.3337890957950184,"score_spread":0.2697147335755706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214854838","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99261296,0.00025088474,0.005839553,0.00017324106,0.00075205864,0.00003543172,0.0003114705,0.000008596921,0.000015798272],"genre_scores_gemma":[0.9976214,0.00005571719,0.0021222346,0.00004794792,0.00007254045,1.2923476e-7,0.000071438,0.0000013695931,0.000007233887],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99888855,0.00010019942,0.00030744224,0.00015188617,0.0004531836,0.0000987244],"domain_scores_gemma":[0.99927783,0.00009533084,0.00041960043,0.000055750683,0.00010456694,0.000046943514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012286952,0.000068779744,0.00013177955,0.00010080058,0.0002778295,0.00012467857,0.00038721156,0.00001662789,0.00011367286],"category_scores_gemma":[0.00007116009,0.000054148593,0.000022999955,0.0001037364,0.000012092285,0.000591709,0.000085425934,0.000085141946,2.7044246e-7],"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":[0.0017565977,0.0005601969,0.24306794,0.00011915273,0.00073906913,0.0002936612,0.018271634,0.45351642,0.11775048,0.0024477772,0.0012648542,0.1602122],"study_design_scores_gemma":[0.0003975832,0.00040906525,0.0062341057,0.00006156538,0.000019971441,0.00037350546,0.0028760864,0.98850054,0.0001242176,0.0007365182,0.00017403993,0.000092831295],"about_ca_topic_score_codex":0.0001278122,"about_ca_topic_score_gemma":0.000043206448,"teacher_disagreement_score":0.53498405,"about_ca_system_score_codex":0.000008626653,"about_ca_system_score_gemma":0.00006071546,"threshold_uncertainty_score":0.22081156},"labels":[],"label_agreement":null},{"id":"W4224433740","doi":"10.1016/j.ijrmms.2022.105112","title":"The propagation and interaction of cracks under freeze-thaw cycling in rock-like material","year":2022,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","cited_by":71,"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":"National Key Research and Development Program of China; Wuhan University; National Natural Science Foundation of China","keywords":"Spall; Temperature cycling; Geotechnical engineering; Frost heaving; Rockfall; Geology; Materials science; Cracking; Frost (temperature); Stress (linguistics); Cycling; Thermal; Landslide; Composite material","score_opus":0.0325118087944135,"score_gpt":0.27422471466611464,"score_spread":0.24171290587170113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4224433740","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99644905,0.00035471626,0.00029475492,0.00067393883,0.0020052695,0.000037212438,0.00008106601,0.0000015629469,0.00010240171],"genre_scores_gemma":[0.9992946,0.00039027465,0.00007166354,0.000105518375,0.00010457005,4.999308e-7,0.000014339288,0.0000012549531,0.000017271524],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909884,0.000052620613,0.00027558111,0.000093062,0.00038713348,0.00009276132],"domain_scores_gemma":[0.99939275,0.0001792732,0.00030142817,0.000026248326,0.00007179776,0.000028484435],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00084019045,0.0000526438,0.00008477584,0.00014264234,0.00026512545,0.00011549317,0.00022039644,0.000015789099,0.0002840587],"category_scores_gemma":[0.000036179932,0.000036405407,0.000021451662,0.00009915435,0.000013558172,0.00027020802,0.000050847615,0.00009773089,3.90452e-7],"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":[0.0015841965,0.00013642103,0.4331951,0.000037235255,0.00013410799,0.000082696286,0.010372022,0.46769258,0.016069645,0.0045489585,0.00074372673,0.065403275],"study_design_scores_gemma":[0.001852943,0.0028097527,0.10004106,0.00030629383,0.000048250822,0.0018334226,0.07885557,0.79036766,0.0014838377,0.016465677,0.0054969825,0.00043853736],"about_ca_topic_score_codex":0.00042516578,"about_ca_topic_score_gemma":0.001641724,"teacher_disagreement_score":0.33315405,"about_ca_system_score_codex":0.0000075828193,"about_ca_system_score_gemma":0.000043373733,"threshold_uncertainty_score":0.31102437},"labels":[],"label_agreement":null},{"id":"W4230568749","doi":"10.1016/j.ijrmms.2004.07.006","title":"A statistical approach for the integrated analysis of mine-induced seismicity and numerical stress estimates, a case study—Part I: developing the relations","year":2004,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"earthquake and tectonic studies","field":"Earth and Planetary Sciences","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Smoothing; Variable (mathematics); Set (abstract data type); Multivariate statistics; Data mining; Induced seismicity; Computer science; Univariate; Data set; Microseism; Statistics; Geology; Mathematics; Seismology","score_opus":0.05014974289764641,"score_gpt":0.2995494122367968,"score_spread":0.24939966933915042,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4230568749","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78560483,0.00037905807,0.21327764,0.00043776288,0.00013908396,0.00008763045,0.000052067517,0.0000022317695,0.000019681547],"genre_scores_gemma":[0.986288,0.000041551517,0.013571566,0.00006119593,0.000028325205,0.0000012718588,0.0000040019722,0.0000010275764,0.0000030615286],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913156,0.000034653825,0.00029539136,0.00012393502,0.00031197068,0.00010249616],"domain_scores_gemma":[0.9984811,0.0010020931,0.0002286947,0.00004124159,0.00021163527,0.00003523234],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00075276225,0.00007469147,0.00017258129,0.00014040881,0.0003943748,0.00008925704,0.00021155387,0.000019234636,0.000012186725],"category_scores_gemma":[0.00034874445,0.000037155336,0.00004408647,0.00034937912,0.000043150663,0.000104021245,0.00002639719,0.000088574016,8.6685816e-8],"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":[0.00010414557,0.00014721621,0.24151419,0.000010704007,0.002847515,0.00016816509,0.011560467,0.70336366,0.000012409393,0.0076525817,0.00004142653,0.03257755],"study_design_scores_gemma":[0.00050121493,0.0005532794,0.044803582,0.00003879833,0.00057368714,0.0007857981,0.037435986,0.9139193,0.000016627897,0.001215542,0.00005797969,0.000098172095],"about_ca_topic_score_codex":0.0015866439,"about_ca_topic_score_gemma":0.001170743,"teacher_disagreement_score":0.2105557,"about_ca_system_score_codex":0.000005941475,"about_ca_system_score_gemma":0.00013021796,"threshold_uncertainty_score":0.3033252},"labels":[],"label_agreement":null},{"id":"W4285038138","doi":"10.1016/j.ijrmms.2022.105145","title":"Numerical modelling of rock mass bulking and geometric dilation using a bonded block modelling approach to assist in support design for deep mining pillars","year":2022,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":31,"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":"Spall; Rock mass classification; Brittleness; Geotechnical engineering; Structural engineering; Rockfall; Computer simulation; Engineering; Shearing (physics); Mining engineering; Geology; Landslide; Materials science; Simulation","score_opus":0.07171133848907368,"score_gpt":0.2667801375084274,"score_spread":0.1950687990193537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285038138","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26877192,0.00032995013,0.7303967,0.00002176093,0.00034592205,0.00010584279,0.0000049216983,0.0000074430864,0.000015549966],"genre_scores_gemma":[0.7682373,0.00006478039,0.23159501,0.000024229435,0.000049624206,0.000007774052,0.0000012365878,0.000017103754,0.00000294359],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99816155,0.00003253495,0.0006517961,0.00024383659,0.0006521523,0.00025811268],"domain_scores_gemma":[0.99916315,0.00019548646,0.00029708925,0.000054264594,0.00020513494,0.00008489259],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015024644,0.00015311841,0.00029728076,0.0010342082,0.00024479066,0.00009864356,0.000322275,0.000048487687,0.0000020300317],"category_scores_gemma":[0.00007583857,0.00015917893,0.00006696069,0.00051914365,0.0000032000648,0.00025124085,0.0001049371,0.00015924906,3.1546247e-8],"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":[0.000041549916,0.000024796762,0.000031958934,0.000019321737,0.00003675231,0.0000036219817,0.0011369799,0.99585325,0.0015532264,0.0006685948,0.0000049760883,0.00062494713],"study_design_scores_gemma":[0.00036222886,0.00023781824,6.8417125e-7,0.000083303225,0.000026080043,0.0001318563,0.0015812535,0.99497426,0.00057036383,0.0018294054,0.000034874247,0.00016789211],"about_ca_topic_score_codex":0.000009619583,"about_ca_topic_score_gemma":4.6485636e-7,"teacher_disagreement_score":0.49946538,"about_ca_system_score_codex":0.00012640642,"about_ca_system_score_gemma":0.000087485954,"threshold_uncertainty_score":0.6491129},"labels":[],"label_agreement":null},{"id":"W4308529133","doi":"10.1016/j.ijrmms.2022.105272","title":"Failure mode of cement sheath in salt cavern gas storge wellbore based on coupling plasticity and damage evolution","year":2022,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Drilling and Well Engineering","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Petro-Canada","funders":"Hebei Province Outstanding Youth Fund; Chinese Academy of Sciences; National Natural Science Foundation of China","keywords":"Wellbore; Cement; Failure mode and effects analysis; Plasticity; Geotechnical engineering; Geology; Coupling (piping); Mode (computer interface); Petroleum engineering; Materials science; Forensic engineering; Engineering; Composite material","score_opus":0.007601723198971812,"score_gpt":0.21880530929320557,"score_spread":0.21120358609423376,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308529133","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86254627,0.000114189876,0.13671121,0.00007339677,0.00047126642,0.000023595627,0.000012025672,0.000007677207,0.000040368956],"genre_scores_gemma":[0.9988737,0.000034767472,0.0010348731,0.0000105640975,0.00003541111,0.0000011222314,8.601308e-7,0.000005432465,0.0000032660653],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992075,0.000007575659,0.00020798085,0.00008235423,0.0004004732,0.000094101015],"domain_scores_gemma":[0.99974805,0.000066104585,0.00008068333,0.000023942508,0.000045372042,0.000035864265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032595953,0.000067064655,0.00010410496,0.00026801293,0.00006842701,0.000023378057,0.00014812508,0.000016639828,0.000009206855],"category_scores_gemma":[0.00003077442,0.000064024236,0.000020603662,0.000090401896,0.0000057262523,0.00008545568,0.000038700095,0.000133817,6.8950015e-8],"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":[0.000012386474,0.0000147152605,0.0005586885,0.00001003326,0.000009800531,0.0000071391173,0.00028392693,0.99540716,0.0022997526,0.0012060157,0.00001826929,0.0001721205],"study_design_scores_gemma":[0.0002811709,0.00016803843,0.00012407254,0.00011565022,0.0000053744393,0.000014648911,0.00070348865,0.9977756,0.00041320946,0.00023852834,0.000099571385,0.000060637612],"about_ca_topic_score_codex":0.000014117193,"about_ca_topic_score_gemma":0.000012639241,"teacher_disagreement_score":0.13632743,"about_ca_system_score_codex":0.0000965345,"about_ca_system_score_gemma":0.00003674965,"threshold_uncertainty_score":0.26108325},"labels":[],"label_agreement":null},{"id":"W4310016551","doi":"10.1016/j.ijrmms.2022.105281","title":"Investigating the textural and physico-mechanical response of granites to heat treatment","year":2022,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Networks of Centres of Excellence of Canada; University of Peshawar","keywords":"Porphyritic; Petrography; Quartz; Geology; Feldspar; Alkali feldspar; Absorption of water; Porosity; Mineralogy; Specific gravity; Geochemistry; Materials science; Composite material; Geotechnical engineering","score_opus":0.026684222703437396,"score_gpt":0.269890788736286,"score_spread":0.24320656603284863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4310016551","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99005735,0.00055612595,0.007948133,0.00079448684,0.00056519127,0.00005106027,0.000008907002,0.0000072116845,0.000011551669],"genre_scores_gemma":[0.9980155,0.00010155553,0.0016443736,0.00014985738,0.00006761233,0.000004480997,2.918385e-7,0.000006816609,0.000009514258],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99908507,0.000046172987,0.00026215133,0.0000985634,0.00039769802,0.00011031723],"domain_scores_gemma":[0.99954975,0.0001680505,0.000083784435,0.0000461325,0.000087295295,0.00006498762],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074926036,0.0000856843,0.00013379917,0.00014768814,0.00024171552,0.000057591453,0.0002754936,0.000013719882,0.000005102246],"category_scores_gemma":[0.000089085624,0.0000595025,0.000044656037,0.00013112272,0.0000074393865,0.00009772857,0.00014124603,0.00008964826,1.2292664e-7],"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":[0.00006047047,0.000022129485,0.000021247313,0.000004374248,0.0000703128,0.0000061390697,0.0035715234,0.77864486,0.20585488,0.0056853746,0.00007061502,0.005988053],"study_design_scores_gemma":[0.0003740349,0.0009234768,0.000019365467,0.00007863023,0.000022618586,0.00025936528,0.0048486027,0.973849,0.0149237625,0.0036763758,0.0009135405,0.00011123247],"about_ca_topic_score_codex":0.000013022926,"about_ca_topic_score_gemma":0.000003659848,"teacher_disagreement_score":0.19520411,"about_ca_system_score_codex":0.00004681921,"about_ca_system_score_gemma":0.000049597023,"threshold_uncertainty_score":0.24264416},"labels":[],"label_agreement":null},{"id":"W4310201992","doi":"10.1016/j.ijrmms.2022.105257","title":"Modeling and verification of non-linear mineral dissolution processes with buoyancy effects","year":2022,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"CO2 Sequestration and Geologic Interactions","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; Taiyuan University of Technology; China Scholarship Council","keywords":"Dissolution; Buoyancy; Mechanics; Plume; Geology; Brine; Convection; Materials science; Thermodynamics; Chemistry; Physics","score_opus":0.014123428914635347,"score_gpt":0.26909086516919656,"score_spread":0.2549674362545612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4310201992","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94484615,0.00006131445,0.054268327,0.00037946863,0.00021182912,0.00003810412,0.0000019647284,0.000002378717,0.00019043499],"genre_scores_gemma":[0.99608314,0.000058640453,0.0037325202,0.00004735894,0.00002362691,0.000003085663,0.0000010504642,0.0000016465957,0.00004892634],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99932486,0.000018712039,0.00016108544,0.000096386706,0.0003410221,0.00005791048],"domain_scores_gemma":[0.9996531,0.00005033243,0.00017741261,0.000023604916,0.00006861274,0.00002695113],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026339086,0.000045020013,0.0000644511,0.00006564435,0.00017041794,0.000021808033,0.00013480672,0.000010064143,0.000048998918],"category_scores_gemma":[0.00008352721,0.000034410656,0.000012434973,0.00011906565,0.000019453082,0.00024441213,0.000073946365,0.000060745246,2.6923334e-7],"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":[0.00008487177,0.000077971374,0.0033219822,0.000011541016,0.000019431269,0.0000073576784,0.0015387416,0.980704,0.010429732,0.0012640891,0.00004528712,0.0024949608],"study_design_scores_gemma":[0.00029752715,0.00080240244,0.00086685445,0.000055792727,0.00001471576,0.0002879592,0.0016388994,0.99416786,0.00053816417,0.0010278014,0.00023053629,0.0000715007],"about_ca_topic_score_codex":0.00004308682,"about_ca_topic_score_gemma":0.000036151698,"teacher_disagreement_score":0.051236965,"about_ca_system_score_codex":0.000027121097,"about_ca_system_score_gemma":0.0000457235,"threshold_uncertainty_score":0.14032258},"labels":[],"label_agreement":null},{"id":"W4310974341","doi":"10.1016/j.ijrmms.2022.105300","title":"Methodology for the estimation of mining face stresses using rock core diametrical deformation","year":2022,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Resources Canada; Newmont Corporation","keywords":"Borehole; Geology; Stress (linguistics); Face (sociological concept); Stress field; Perpendicular; Principal stress; Deformation (meteorology); Excavation; Mining engineering; Geotechnical engineering; Underground mining (soft rock); Compression (physics); Structural engineering; Engineering; Materials science; Finite element method; Geometry","score_opus":0.12087120890502313,"score_gpt":0.3463800625556199,"score_spread":0.2255088536505968,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4310974341","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38656938,0.00058333506,0.61186,0.000057459285,0.0008690254,0.000042240063,0.00000891576,0.0000045400384,0.0000051069687],"genre_scores_gemma":[0.94774324,0.000121299156,0.052030563,0.000028349325,0.000060770388,0.000004130587,0.0000014668608,0.0000067026026,0.0000034775467],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989921,0.000028509934,0.00037842017,0.00007922214,0.00041070112,0.000111035726],"domain_scores_gemma":[0.99882066,0.00062411797,0.00030550553,0.00004035378,0.0001810556,0.000028282217],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011758095,0.000072670155,0.00014225185,0.00027092025,0.00026838522,0.000042186235,0.00034654877,0.000024914483,0.0000075756557],"category_scores_gemma":[0.00035122398,0.000055633296,0.00005913634,0.00018393024,0.000003976681,0.00019877829,0.0001004225,0.000093710725,4.2287375e-8],"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":[0.000014726074,0.00000727506,0.000010568045,0.000008616317,0.000041797204,6.838077e-7,0.0010757159,0.9829753,0.0022452236,0.0031186899,0.000030847586,0.010470546],"study_design_scores_gemma":[0.00019681206,0.0001685896,0.0000034914528,0.000033885506,0.000030441206,0.000117506526,0.0059165987,0.9892598,0.0016632925,0.002419322,0.00013125397,0.00005903474],"about_ca_topic_score_codex":0.000005434367,"about_ca_topic_score_gemma":0.0000015656617,"teacher_disagreement_score":0.56117386,"about_ca_system_score_codex":0.000053123837,"about_ca_system_score_gemma":0.00006565403,"threshold_uncertainty_score":0.22686599},"labels":[],"label_agreement":null},{"id":"W4320738435","doi":"10.1016/j.ijrmms.2023.105359","title":"Microseismicity evolution related to two extremely intense rockbursts in a water diversion tunnel","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Microseism; Water diversion; Seismology; Geology; High energy; Mining engineering; Geotechnical engineering; Environmental science; Engineering","score_opus":0.01931065876917009,"score_gpt":0.2587556308805449,"score_spread":0.23944497211137478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320738435","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9692718,0.00012668937,0.02840406,0.00042544337,0.0016492435,0.00004519393,0.000002529289,0.000031074676,0.00004396488],"genre_scores_gemma":[0.99897516,0.00015053205,0.00067668466,0.000066493296,0.000048118167,0.0000012107536,0.0000014741192,0.000009010223,0.000071337665],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989047,0.000015743435,0.00034611148,0.00014555789,0.00036975334,0.00021810539],"domain_scores_gemma":[0.9995952,0.000034061268,0.00006218051,0.000042396314,0.00018508761,0.00008103572],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076217647,0.000099336925,0.00013571611,0.000660589,0.000098156925,0.0000711168,0.00030783613,0.000044026914,0.0000072786006],"category_scores_gemma":[0.000054537028,0.00007866984,0.000046726487,0.0002703982,0.0000033713513,0.00025987832,0.00015422843,0.00012972153,0.0000105174095],"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":[0.000023951778,0.000008645489,0.00017497998,0.0000043968694,0.00002366149,0.000040505303,0.0023037859,0.8741377,0.119621165,0.0012371662,0.00022955076,0.0021944842],"study_design_scores_gemma":[0.0004559506,0.000104034865,0.00012331521,0.00020875534,0.000006990415,0.00010299706,0.0014912254,0.9857773,0.0045702006,0.0067322366,0.00030050927,0.00012649092],"about_ca_topic_score_codex":0.000025007646,"about_ca_topic_score_gemma":0.000016848682,"teacher_disagreement_score":0.115050964,"about_ca_system_score_codex":0.00009899295,"about_ca_system_score_gemma":0.000025886484,"threshold_uncertainty_score":0.32080626},"labels":[],"label_agreement":null},{"id":"W4321011944","doi":"10.1016/j.ijrmms.2022.105312","title":"Investigations on the Stinger PDC cutter breaking granitoid under in-situ stress and hydrostatic pressure conditions","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":40,"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":"Hydrostatic equilibrium; Overburden pressure; Hydrostatic pressure; Drilling; Geology; Borehole; Rate of penetration; Geotechnical engineering; Materials science; Mechanics; Metallurgy","score_opus":0.02457922625775763,"score_gpt":0.26257649544141326,"score_spread":0.23799726918365563,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321011944","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9934195,0.0002439976,0.0037223015,0.0014696291,0.000915875,0.000044850316,0.000017431601,0.00002799292,0.00013840533],"genre_scores_gemma":[0.9992496,0.00019838396,0.00022440153,0.00019178721,0.00008904523,0.0000027145952,0.0000018347554,0.000007821923,0.000034410168],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992193,0.000025413789,0.0002184555,0.000096601245,0.0003131423,0.00012706594],"domain_scores_gemma":[0.99942523,0.0003174207,0.000090178844,0.00004134195,0.00007943297,0.00004637144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000399826,0.000082040104,0.000091016635,0.000264382,0.00019851768,0.00011723763,0.0002020645,0.000033105312,0.0000055104933],"category_scores_gemma":[0.00011938785,0.0000581969,0.00002330969,0.00020805612,0.000015097748,0.00015163096,0.000047676516,0.00016008368,0.0000017230476],"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":[0.000004201043,0.000016127886,0.00039986998,0.000019152067,0.00008027426,0.000022623399,0.0028988807,0.95698076,0.0060517867,0.03232819,0.0005414556,0.00065668963],"study_design_scores_gemma":[0.000386547,0.000106345935,0.0012986616,0.0009061351,0.000035537494,0.00014233484,0.00540186,0.9492439,0.0017625736,0.039923035,0.00061420025,0.00017888038],"about_ca_topic_score_codex":0.0000052688083,"about_ca_topic_score_gemma":0.000028127128,"teacher_disagreement_score":0.0077368626,"about_ca_system_score_codex":0.000012959025,"about_ca_system_score_gemma":0.000028915118,"threshold_uncertainty_score":0.23732008},"labels":[],"label_agreement":null},{"id":"W4367044403","doi":"10.1016/j.ijrmms.2023.105394","title":"A discrete element analysis for general failure behavior of basalt","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Discrete element method; Materials science; Fracture mechanics; Fracture toughness; Elastic modulus; Composite material; Interlocking; Structural engineering; Compressive strength; Rock mass classification; Fracture (geology); Joint (building); Crack growth resistance curve; Crack closure; Geotechnical engineering; Mechanics; Engineering","score_opus":0.02538166916615721,"score_gpt":0.2920417042440887,"score_spread":0.2666600350779315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367044403","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6434891,0.000108994434,0.3556279,0.00010672337,0.0005715422,0.000043878354,0.000024636098,0.000011382537,0.000015791577],"genre_scores_gemma":[0.9871113,0.00021362372,0.01250796,0.000015948464,0.00010273398,0.0000060517464,0.0000043676464,0.0000069972716,0.00003102554],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999038,0.000006413767,0.0003479688,0.00009673259,0.00037755963,0.00013331711],"domain_scores_gemma":[0.9994892,0.000045584362,0.00015409758,0.00004136819,0.00021880853,0.000050976192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053258165,0.00007537537,0.00017015607,0.00049296714,0.000065991255,0.000048910304,0.0002745986,0.000029148168,0.000008189688],"category_scores_gemma":[0.000034157783,0.0000627412,0.00012830028,0.00030657256,0.0000032438945,0.00012672044,0.00005131523,0.000047510493,2.3216232e-7],"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":[0.0000078112325,0.000009312139,0.00022593183,0.0000091763795,0.0003079452,0.0000051418797,0.00035411643,0.976507,0.01107084,0.008985644,0.0001896776,0.002327418],"study_design_scores_gemma":[0.0002129475,0.00012435441,0.00004176049,0.00003370643,0.00013124385,0.000011015546,0.0006078017,0.99394435,0.002679158,0.0015083003,0.0006316389,0.000073713694],"about_ca_topic_score_codex":0.0000042631477,"about_ca_topic_score_gemma":0.000013547556,"teacher_disagreement_score":0.34362215,"about_ca_system_score_codex":0.000017960603,"about_ca_system_score_gemma":0.000031568445,"threshold_uncertainty_score":0.25585118},"labels":[],"label_agreement":null},{"id":"W4368353202","doi":"10.1016/j.ijrmms.2023.105392","title":"Numerical investigation of progressive damage and associated seismicity on a laboratory fault","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":20,"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":"Asperity (geotechnical engineering); Geology; Slip (aerodynamics); Interlocking; Shear (geology); Induced seismicity; Seismology; Geotechnical engineering; Ultimate tensile strength; Surface finish; Shear stress; Structural engineering; Materials science; Petrology; Composite material; Engineering","score_opus":0.012933005380682457,"score_gpt":0.2603047614739319,"score_spread":0.24737175609324943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4368353202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99849916,0.00003567187,0.0001542263,0.0009429934,0.00023072725,0.00002545996,0.000006658885,0.000005639634,0.000099471676],"genre_scores_gemma":[0.9993561,0.00008490083,0.00029402736,0.00020914673,0.000023487866,4.98448e-7,9.799215e-7,0.0000024567883,0.000028436021],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913335,0.000033101805,0.0001840537,0.00009935192,0.00046806564,0.00008210012],"domain_scores_gemma":[0.99949545,0.00007749905,0.00028692593,0.000022492068,0.000060869486,0.0000567714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000570633,0.000052025513,0.000090082074,0.00008416734,0.00008612074,0.000037169713,0.0001565681,0.000039727936,0.000023646378],"category_scores_gemma":[0.00015867814,0.000035707133,0.000020137843,0.0002449484,0.000041041487,0.0001603488,0.00007534841,0.000082665596,0.0000022010286],"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":[0.00039414558,0.00037501613,0.3549244,0.00003954771,0.00060137216,0.00052652485,0.019875364,0.5232005,0.04402757,0.009850631,0.01420657,0.031978317],"study_design_scores_gemma":[0.0014841774,0.0019406617,0.082311004,0.00061856443,0.000053102398,0.00011906844,0.0025551398,0.8896736,0.0060915276,0.013148896,0.0016834065,0.00032087634],"about_ca_topic_score_codex":0.000012799023,"about_ca_topic_score_gemma":0.0000012585401,"teacher_disagreement_score":0.36647302,"about_ca_system_score_codex":0.00002638502,"about_ca_system_score_gemma":0.000029775647,"threshold_uncertainty_score":0.14560947},"labels":[],"label_agreement":null},{"id":"W4379135561","doi":"10.1016/j.ijrmms.2023.105455","title":"Evaluation of stress path and load rate effects on rock strength using compression testing data for Stanstead Granite","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada","funders":"Natural Resources Canada","keywords":"Stress path; Geotechnical engineering; Compression (physics); Triaxial shear test; Compressive strength; Stress (linguistics); Diagonal; Strain rate; Structural engineering; Materials science; Geology; Composite material; Mathematics; Plasticity; Engineering; Shear (geology)","score_opus":0.11488768286579965,"score_gpt":0.34359668022525514,"score_spread":0.2287089973594555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379135561","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8937884,0.0005310709,0.10454758,0.000021017591,0.0009177817,0.00010220839,0.000060514667,0.000014031958,0.000017376622],"genre_scores_gemma":[0.9951243,0.00020286364,0.0045284657,0.000009315948,0.00011530685,0.000001587793,0.000006213998,0.000010151796,0.0000018419439],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985519,0.000042576597,0.00030642058,0.00016042212,0.0008082331,0.00013044549],"domain_scores_gemma":[0.9985854,0.00040620373,0.00022471996,0.000080220576,0.0006545077,0.00004897384],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025090382,0.000098567485,0.0001546345,0.00021585257,0.00013275293,0.00007673784,0.00031303128,0.000035173394,8.084505e-7],"category_scores_gemma":[0.0006420645,0.0000829553,0.000022611473,0.00014910073,0.000002962207,0.0002691062,0.000120584824,0.00007496365,1.03880126e-7],"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":[0.000015386819,0.000010489681,0.000028568882,0.000048664355,0.00005018663,0.0000027864505,0.00023812466,0.92721224,0.03852132,0.00029560033,0.000031054973,0.033545557],"study_design_scores_gemma":[0.00059383037,0.00019140322,0.000020812293,0.0010553924,0.000064358406,0.000013739013,0.00048088105,0.99050355,0.004780006,0.0021814576,0.000031228315,0.00008331895],"about_ca_topic_score_codex":0.000005728366,"about_ca_topic_score_gemma":0.000004258173,"teacher_disagreement_score":0.10133584,"about_ca_system_score_codex":0.000041235096,"about_ca_system_score_gemma":0.00010785478,"threshold_uncertainty_score":0.3382819},"labels":[],"label_agreement":null},{"id":"W4379260760","doi":"10.1016/j.ijrmms.2023.105434","title":"Experimental study on evolutive fracture behavior and properties of sulfate-rich fiber-reinforced cemented paste backfill under pure mode-I, mode-II, and mode-III loadings","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Tailings Management and Properties","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Materials science; Composite material; Sulfate; Fracture toughness; Stiffness; Ultimate tensile strength; Shear (geology); Fracture (geology); Fracture mechanics; Toughness; Geotechnical engineering; Metallurgy; Geology","score_opus":0.028333720768332092,"score_gpt":0.2717474901732049,"score_spread":0.24341376940487278,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379260760","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99818677,0.00042189186,0.0006705647,0.00012449145,0.0002861411,0.00015691342,0.0000068506506,0.000024845,0.0001215384],"genre_scores_gemma":[0.9992903,0.00012052476,0.00012513588,0.000033304175,0.000041528616,0.000008206707,0.0000014728837,0.00001140455,0.00036811925],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99884295,0.000014187541,0.00031979982,0.00016348045,0.0005030054,0.00015658239],"domain_scores_gemma":[0.9995618,0.000026741644,0.00016152568,0.000047968326,0.00014602447,0.00005593827],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022467243,0.0001543759,0.00019714402,0.00031590136,0.00016563179,0.00011361554,0.00022078716,0.000042330026,0.000012826105],"category_scores_gemma":[0.000018593597,0.00011345424,0.00003065888,0.00013664202,0.000028768982,0.0004147185,0.00016945721,0.00011329372,6.3626146e-7],"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":[0.0003562298,0.00017410646,0.00075676054,0.000050222363,0.00047698693,0.000027263293,0.034533594,0.8649045,0.0948759,0.0013798191,0.00052125205,0.0019433711],"study_design_scores_gemma":[0.0017586281,0.0021431283,0.0003455682,0.0004029098,0.00009007211,0.00003441063,0.044217058,0.9006142,0.049569696,0.00031780274,0.00017664314,0.0003298844],"about_ca_topic_score_codex":0.000021633596,"about_ca_topic_score_gemma":0.000003464794,"teacher_disagreement_score":0.045306206,"about_ca_system_score_codex":0.000030184461,"about_ca_system_score_gemma":0.000018375362,"threshold_uncertainty_score":0.46265298},"labels":[],"label_agreement":null},{"id":"W4379662284","doi":"10.1016/j.ijrmms.2023.105445","title":"Example framework for evaluation of synthetic rock-like materials as applied to a commercial gypsum cement","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Geomechanica (Canada)","funders":"","keywords":"Replica; Gypsum; Sedimentary rock; Geotechnical engineering; Rock mechanics; Geology; Cement; Mineralogy; Poisson's ratio; Geomechanics; Modulus; Material properties; Materials science; Composite material; Poisson distribution; Mathematics; Statistics; Geochemistry","score_opus":0.055602418728252716,"score_gpt":0.33064030534531635,"score_spread":0.27503788661706363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379662284","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8983191,0.000020098381,0.09740102,0.00020261508,0.0037833494,0.00013117692,0.000020564084,0.0000152371085,0.00010679966],"genre_scores_gemma":[0.9923331,0.000027919421,0.007304498,0.000087883054,0.00020932165,0.00002079962,0.0000033086355,0.0000068037702,0.00000632254],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988719,0.000018085982,0.00039472934,0.0000911261,0.0005208609,0.00010327508],"domain_scores_gemma":[0.9991645,0.00012510244,0.0001738863,0.000048744274,0.00046008205,0.000027662387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001563948,0.00006901694,0.0001411342,0.0003115429,0.000084765175,0.00008145276,0.00022475592,0.000039204133,0.00009124852],"category_scores_gemma":[0.00018000531,0.00006325661,0.000025537249,0.0002036605,0.0000058669953,0.00008695425,0.000044529537,0.000031189917,0.000004151673],"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":[0.0001931839,0.000023186427,0.000034605742,0.00005668135,0.00027683948,0.0000020176813,0.0030235164,0.40026748,0.17434576,0.3522209,0.0015205612,0.06803526],"study_design_scores_gemma":[0.0034538072,0.0014736428,0.00030516632,0.0011172586,0.00033281467,0.00021014751,0.012066472,0.33454913,0.3289866,0.30269435,0.013956705,0.0008539205],"about_ca_topic_score_codex":0.0000031757713,"about_ca_topic_score_gemma":8.732585e-7,"teacher_disagreement_score":0.15464082,"about_ca_system_score_codex":0.000033462795,"about_ca_system_score_gemma":0.000069735775,"threshold_uncertainty_score":0.257953},"labels":[],"label_agreement":null},{"id":"W4381686537","doi":"10.1016/j.ijrmms.2023.105435","title":"Calculation of thermal-hydraulic-mechanical response of a deep geological repository for radioactive used fuel in granite","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nuclear Waste Management Organization","funders":"","keywords":"Radioactive waste; Geology; Thermal; Fracture (geology); Spent nuclear fuel; Geotechnical engineering; Scale (ratio); Thermal hydraulics; Nuclear engineering; Heat transfer; Engineering; Waste management; Mechanics","score_opus":0.025790221691320572,"score_gpt":0.2764195903358812,"score_spread":0.25062936864456065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381686537","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8795017,0.0002438555,0.1195435,0.000077448065,0.00053588,0.00006472982,0.0000039693023,0.000009945476,0.000018970779],"genre_scores_gemma":[0.99678695,0.00014263841,0.0029882698,0.000010460188,0.000052992324,0.000003631201,8.378402e-7,0.000007648596,0.000006549291],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988651,0.00004259469,0.00049697055,0.00011324,0.00035270813,0.00012936087],"domain_scores_gemma":[0.99909014,0.00035772583,0.00024164685,0.000046780337,0.00022222014,0.00004151066],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012535956,0.00008244531,0.00020968962,0.00039810143,0.000040183397,0.000018760544,0.0002483044,0.00006869935,0.0000017445203],"category_scores_gemma":[0.00022200147,0.00007019605,0.000082604216,0.00020510038,0.0000090180865,0.00015113088,0.0000475268,0.00008593868,1.2635716e-7],"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":[0.00028441366,0.000023954055,0.00008897494,0.000019289311,0.000053043692,0.000015188162,0.0015781216,0.8023552,0.19029905,0.0034245818,0.0000077563955,0.0018504423],"study_design_scores_gemma":[0.000553206,0.0003078329,0.00022410456,0.00012145788,0.000012745549,0.000042603628,0.00069361186,0.979202,0.014949073,0.0037789608,0.00004197997,0.000072449395],"about_ca_topic_score_codex":0.0000054457096,"about_ca_topic_score_gemma":0.0000046255886,"teacher_disagreement_score":0.17684679,"about_ca_system_score_codex":0.00003344071,"about_ca_system_score_gemma":0.000045681667,"threshold_uncertainty_score":0.28625122},"labels":[],"label_agreement":null},{"id":"W4381851203","doi":"10.1016/j.ijrmms.2023.105485","title":"Evaluating wet muck risk in block caving mines: A new model","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Mineral Processing and Grinding","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Comisión Nacional de Investigación Científica y Tecnológica; Prix Inspiration Arctique; Agencia Nacional de Investigación y Desarrollo","keywords":"Muck; Engineering; Block (permutation group theory); Mining engineering; Environmental science","score_opus":0.05824977371211682,"score_gpt":0.33716408219876315,"score_spread":0.27891430848664633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381851203","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99099356,0.00035605193,0.0075606806,0.0001651335,0.0006845426,0.00001970005,0.0000023707123,0.000027552947,0.00019039976],"genre_scores_gemma":[0.9916705,0.0002511967,0.007696631,0.000023146826,0.00017153853,6.8740223e-7,4.2476478e-7,0.000007883371,0.00017797982],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998957,0.000013556311,0.00031734488,0.000109593726,0.00043870462,0.00016382331],"domain_scores_gemma":[0.9995696,0.00010278603,0.00014285595,0.00003116715,0.00008834026,0.000065256536],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010266748,0.00008491191,0.00012274127,0.0004266613,0.00008657042,0.00012067814,0.0002782658,0.000033621945,0.000004267403],"category_scores_gemma":[0.00030682705,0.00007291607,0.000033997243,0.00030263732,0.0000047663666,0.00025696584,0.000054496093,0.00012597274,0.0000015441575],"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":[0.0000037770778,0.0000033547733,0.00048010374,0.000006220511,0.000013777631,0.000011229241,0.0013623328,0.9869858,0.0017777177,0.00018597768,0.0003772348,0.008792491],"study_design_scores_gemma":[0.0002712631,0.000052876778,0.000059545415,0.0002555437,0.000007847462,0.000065268665,0.00085803773,0.9941972,0.000099831464,0.003970827,0.00007798356,0.000083774874],"about_ca_topic_score_codex":0.000019227295,"about_ca_topic_score_gemma":0.000027700487,"teacher_disagreement_score":0.008708716,"about_ca_system_score_codex":0.00003402971,"about_ca_system_score_gemma":0.000090728376,"threshold_uncertainty_score":0.29734308},"labels":[],"label_agreement":null},{"id":"W4383272352","doi":"10.1016/j.ijrmms.2023.105482","title":"Dynamic response and fracture characteristics of thermally-treated granite under dynamic loading","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Split-Hopkinson pressure bar; Dynamic loading; Rock mass classification; Fracture toughness; Fracture mechanics; Materials science; Strain rate; Fracture (geology); Dynamic load testing; Composite material; Dynamic range compression; Toughness; Geotechnical engineering; Geology","score_opus":0.012349361331028928,"score_gpt":0.2592877567125722,"score_spread":0.24693839538154327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383272352","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9531692,0.00036535974,0.045617793,0.00021151148,0.0005580617,0.000029270803,0.000013217996,0.000022758923,0.000012786942],"genre_scores_gemma":[0.9978474,0.0012753477,0.0007613793,0.000047260874,0.000023529366,6.497475e-7,0.000002320299,0.0000129801,0.000029152876],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990778,0.000021588685,0.00032731952,0.00010862364,0.0003235811,0.00014111181],"domain_scores_gemma":[0.99940807,0.00014003785,0.00018165627,0.0000456821,0.0001659392,0.000058637073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065873924,0.00010581675,0.00017126877,0.00037525868,0.00008935979,0.0000715711,0.00022684057,0.000055648325,0.000005367127],"category_scores_gemma":[0.00007025536,0.00008922787,0.000041462314,0.0001680068,0.0000086686,0.00017276821,0.000062242856,0.00011782708,6.8526947e-7],"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":[0.00025284107,0.000030557247,0.0002510868,0.00005534343,0.0003105018,0.000101670776,0.0028852925,0.6951279,0.280105,0.0023953293,0.000059182654,0.01842527],"study_design_scores_gemma":[0.00024004144,0.000118727294,0.0009825953,0.00020398074,0.000019812684,0.000110555615,0.0008200714,0.9944593,0.0007208365,0.0020933384,0.00012858388,0.00010218776],"about_ca_topic_score_codex":0.0000024555943,"about_ca_topic_score_gemma":0.000003035533,"teacher_disagreement_score":0.29933134,"about_ca_system_score_codex":0.000029852974,"about_ca_system_score_gemma":0.00003589218,"threshold_uncertainty_score":0.3638607},"labels":[],"label_agreement":null},{"id":"W4383506248","doi":"10.1016/j.ijrmms.2023.105495","title":"Estimation of proppant embedment from laboratory instrumented indentation tests on Montney formation in Western Canada","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Drilling and Well Engineering","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Northern British Columbia","funders":"State Key Laboratory for GeoMechanics and Deep Underground Engineering; Natural Sciences and Engineering Research Council of Canada; China University of Mining and Technology; University of Northern British Columbia","keywords":"Embedment; Indentation; Fracture (geology); Modulus; Geotechnical engineering; Materials science; Geology; Composite material","score_opus":0.011349539315692258,"score_gpt":0.23825524879654195,"score_spread":0.22690570948084968,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383506248","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.986264,0.000043327214,0.012827212,0.000073377516,0.00072409754,0.000028783654,0.000011937557,0.000011235834,0.000016022637],"genre_scores_gemma":[0.99939805,0.000078770485,0.00046876818,0.000014673524,0.000026528805,0.0000013057631,0.0000050663607,0.0000038915737,0.0000029619925],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99924505,0.000008172796,0.00026250983,0.000050848834,0.00036496855,0.00006847076],"domain_scores_gemma":[0.9997284,0.00004775348,0.00011129599,0.000022614895,0.000064175045,0.00002576076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021086421,0.00005301058,0.000079597994,0.00023446034,0.000019366043,0.000028042257,0.00010757614,0.000018664197,0.0000011984778],"category_scores_gemma":[0.000044235338,0.000047855676,0.00001015687,0.00016615364,0.0000023238492,0.00022364964,0.000013148425,0.000054618737,3.8380463e-7],"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":[0.0000045227603,0.000004889706,0.0005746359,0.000008016039,0.000011015707,0.0000075104067,0.0005434469,0.9914595,0.0017951999,0.000084089515,0.000031644842,0.0054755653],"study_design_scores_gemma":[0.00022150786,0.000053882224,0.0016535887,0.000287228,0.0000032705868,0.000005424703,0.0005226089,0.99054074,0.0064353216,0.00019724952,0.000031618707,0.00004752803],"about_ca_topic_score_codex":0.0010330189,"about_ca_topic_score_gemma":0.0031746447,"teacher_disagreement_score":0.013134027,"about_ca_system_score_codex":0.0000848032,"about_ca_system_score_gemma":0.000057606696,"threshold_uncertainty_score":0.19514978},"labels":[],"label_agreement":null},{"id":"W4385370441","doi":"10.1016/j.ijrmms.2023.105530","title":"Comparative verification of hydro-mechanical fracture behavior: Task G of international research project DECOVALEX–2023","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Numerical methods in engineering","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba; Canadian Nuclear Safety Commission","funders":"Canadian Nuclear Safety Commission; Ministry of Science and ICT, South Korea; Eidgenössisches Nuklearsicherheitsinspektorat; Helmholtz-Zentrum für Umweltforschung; Japan Atomic Energy Agency; Nuclear Waste Management Organization; Institute for Korea Spent Nuclear Fuel; Korea Institute of Geoscience and Mineral Resources; Chinese Academy of Sciences; Technische Universität Bergakademie Freiberg; Korea Atomic Energy Research Institute; National Natural Science Foundation of China; University of Edinburgh; Strålsäkerhetsmyndigheten; National Research Foundation; National Research Foundation of Korea; U.S. Department of Energy","keywords":"Benchmark (surveying); Computer science; Discretization; Domain (mathematical analysis); Computer simulation; Task (project management); Scale (ratio); Simulation; Geology; Engineering; Mathematics; Systems engineering","score_opus":0.11138820520945229,"score_gpt":0.42573570286494294,"score_spread":0.31434749765549064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385370441","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80604345,0.00046421803,0.18936805,0.00020042593,0.0032448038,0.00016171612,0.00004082038,0.00004390368,0.0004326288],"genre_scores_gemma":[0.98013663,0.0004107019,0.019272428,0.000006702406,0.00012919882,0.000006790932,0.0000031638801,0.000009757239,0.000024619148],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980879,0.000063545165,0.0005221837,0.0001442811,0.0010158009,0.0001663093],"domain_scores_gemma":[0.9986443,0.00044964053,0.00022422783,0.00007776062,0.00055194536,0.000052143474],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017119175,0.00009986459,0.00024206289,0.00074364664,0.000050827763,0.00004109213,0.00066338846,0.00006842081,0.000019450239],"category_scores_gemma":[0.00041324596,0.000087899185,0.00006988141,0.000608206,0.000027111024,0.0002403452,0.00011217097,0.00026365672,0.0000021992334],"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":[0.00006739692,0.0001100912,0.00048020505,0.000050755505,0.00028097475,0.000032425014,0.0027700737,0.8072807,0.17199278,0.006635924,0.0014772512,0.008821411],"study_design_scores_gemma":[0.00036972156,0.0003589371,0.000718535,0.00028188582,0.000023961496,0.00008942966,0.0025211254,0.95960146,0.029347371,0.0024308525,0.00410108,0.00015563006],"about_ca_topic_score_codex":0.000008897454,"about_ca_topic_score_gemma":0.0000015261427,"teacher_disagreement_score":0.17409322,"about_ca_system_score_codex":0.000058955768,"about_ca_system_score_gemma":0.00008134503,"threshold_uncertainty_score":0.3584425},"labels":[],"label_agreement":null},{"id":"W4386565264","doi":"10.1016/j.ijrmms.2023.105586","title":"Analysis of thermo-mechanical damage around tunnel and deposition boreholes of an underground nuclear waste disposal facility at the Forsmark site (Sweden) by 3D coupled FDEM simulations","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"Svensk Kärnbränslehantering","keywords":"Rock mass classification; Borehole; Spall; Excavation; Radioactive waste; Geology; Geotechnical engineering; Spent nuclear fuel; Fracture (geology); Mining engineering; Structural engineering; Engineering; Nuclear engineering","score_opus":0.018847999413520337,"score_gpt":0.26385444363133376,"score_spread":0.24500644421781342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386565264","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9359253,0.00015854578,0.06340016,0.00009547764,0.0002196256,0.000048691974,0.00012897486,0.0000125093275,0.000010716478],"genre_scores_gemma":[0.9988756,0.00024961372,0.0007798557,0.00001909362,0.00003092614,6.282907e-7,0.000026014573,0.000008252988,0.00000998496],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986912,0.00003715294,0.00046163105,0.0001576115,0.0005139475,0.00013847342],"domain_scores_gemma":[0.9991806,0.00021466173,0.0002592992,0.00009188157,0.00018298079,0.00007053823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069458154,0.00011297094,0.00023641731,0.0002817122,0.00021088909,0.00009015624,0.0002790795,0.00005725302,0.000011827404],"category_scores_gemma":[0.000056720157,0.000085189284,0.0000896951,0.0003748589,0.000022288534,0.00032667688,0.00012525225,0.00009643431,2.551023e-7],"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":[0.000037187707,0.000024936935,0.000114760216,0.000011149313,0.00033928006,0.0000031198722,0.000807461,0.90797406,0.08826847,0.0012491419,0.000018558221,0.0011518593],"study_design_scores_gemma":[0.00023262952,0.00013896737,0.00015537087,0.000043477678,0.00017319301,0.000013757157,0.0020059978,0.99542975,0.0007780433,0.0009229663,0.000019330175,0.000086505504],"about_ca_topic_score_codex":0.000031223404,"about_ca_topic_score_gemma":0.00020534417,"teacher_disagreement_score":0.08749042,"about_ca_system_score_codex":0.000035497433,"about_ca_system_score_gemma":0.000027710686,"threshold_uncertainty_score":0.3473918},"labels":[],"label_agreement":null},{"id":"W4387551442","doi":"10.1016/j.ijrmms.2023.105593","title":"A local surface roughness mapping method for post-failure interpretation of brittle fracture propagation","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Fracture (geology); Striation; Brittleness; Geology; Fractography; Fracture mechanics; Surface finish; Visualization; Surface roughness; Ultimate tensile strength; Materials science; Geotechnical engineering; Computer science; Composite material; Artificial intelligence","score_opus":0.016620755139334,"score_gpt":0.2829490087761166,"score_spread":0.26632825363678264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387551442","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1869894,0.0001470857,0.81171536,0.0003675338,0.0006770407,0.000063202184,0.000009474997,0.000018345298,0.000012579817],"genre_scores_gemma":[0.9556581,0.000084602914,0.04410589,0.000049993116,0.00007125176,0.000002148984,0.0000048963248,0.000010384777,0.000012772839],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990446,0.000016808735,0.00035528708,0.00011108176,0.0003489231,0.00012331267],"domain_scores_gemma":[0.999058,0.00014938708,0.00020956306,0.000037055826,0.0005067158,0.00003928223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00084976584,0.000086725566,0.00015779247,0.00023334591,0.00007473758,0.00006089832,0.00024573994,0.000055943325,0.0000033727347],"category_scores_gemma":[0.00012172284,0.000075604585,0.000067144574,0.00019043933,0.0000044389726,0.00028515598,0.000041374587,0.000085759115,4.266115e-7],"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":[0.000017464754,0.0000057710695,0.0000035016164,0.00003176461,0.00004625175,0.0000020989244,0.00143975,0.9607015,0.022930011,0.0016797403,0.00013479729,0.013007326],"study_design_scores_gemma":[0.00023169945,0.00012210092,0.0000061736214,0.0002292059,0.000013202753,0.00003992493,0.0030903323,0.9847213,0.007232881,0.003719115,0.0005138049,0.000080243975],"about_ca_topic_score_codex":0.000006257731,"about_ca_topic_score_gemma":0.0000064456326,"teacher_disagreement_score":0.76866865,"about_ca_system_score_codex":0.000028710952,"about_ca_system_score_gemma":0.000057732133,"threshold_uncertainty_score":0.30830657},"labels":[],"label_agreement":null},{"id":"W4389220137","doi":"10.1016/j.ijrmms.2023.105603","title":"A computationally efficient approach to automatically extract rock mass discontinuities from 3D point cloud data","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"3D Surveying and Cultural Heritage","field":"Earth and Planetary Sciences","cited_by":35,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Point cloud; Classification of discontinuities; Rock mass classification; Discontinuity (linguistics); Cluster analysis; RANSAC; Computer science; Algorithm; Data mining; Artificial intelligence; Geology; Mathematics; Mathematical analysis","score_opus":0.04981000488655854,"score_gpt":0.27606228818294665,"score_spread":0.2262522832963881,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389220137","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8827561,0.00027224474,0.11280863,0.0009841408,0.0017265117,0.000080925034,0.00034893557,0.000038085556,0.0009843975],"genre_scores_gemma":[0.97229594,0.00003243545,0.027008656,0.00018676126,0.00026987836,3.6094906e-7,0.00008506955,0.0000027563246,0.000118157346],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99815303,0.00007087371,0.00039715058,0.00026835958,0.000907256,0.00020334357],"domain_scores_gemma":[0.99893785,0.00045208345,0.0002190534,0.00009391968,0.00017403293,0.00012306754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013835458,0.00011467994,0.00017991925,0.00017038619,0.00021293483,0.00037240027,0.0009925488,0.000034564193,0.000102286554],"category_scores_gemma":[0.00033747553,0.00007992468,0.0000425602,0.00024923938,0.000014709584,0.00034035038,0.00010142318,0.0001071376,0.00003490574],"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":[0.00005293881,0.00004142446,0.0042358534,0.0000076154224,0.00009433008,0.000049113678,0.0031627843,0.96772414,0.00017341143,0.0011912131,0.0019859762,0.021281186],"study_design_scores_gemma":[0.00015539899,0.00013280861,0.010546277,0.000110496665,0.000011778504,0.00006332551,0.0040732156,0.98219496,0.000005836679,0.0020955675,0.00048653132,0.00012378044],"about_ca_topic_score_codex":0.00008627247,"about_ca_topic_score_gemma":0.00006061956,"teacher_disagreement_score":0.089539796,"about_ca_system_score_codex":0.0000071091495,"about_ca_system_score_gemma":0.00010386973,"threshold_uncertainty_score":0.35910645},"labels":[],"label_agreement":null},{"id":"W4392119562","doi":"10.1016/j.ijrmms.2024.105667","title":"Prediction of strainburst risks based on the stiffness theory: Development and verification of a new rockburst indicator","year":2024,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":16,"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":"Stiffness; Geotechnical engineering; Structural engineering; Forensic engineering; Geology; Engineering; Civil engineering","score_opus":0.053446398173511225,"score_gpt":0.271733215510319,"score_spread":0.21828681733680777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392119562","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72034496,0.0006714853,0.27807093,0.00015899388,0.00063400046,0.00004064567,0.00000989118,0.000008780261,0.00006031656],"genre_scores_gemma":[0.9981738,0.00015170993,0.0015861518,0.0000151726845,0.00005746778,0.0000012368141,9.370678e-7,0.0000055998057,0.000007953896],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991797,0.000013159139,0.0002830412,0.000087173365,0.00037170108,0.00006521305],"domain_scores_gemma":[0.9995902,0.00012523057,0.00012449645,0.00003850148,0.00008199848,0.000039539053],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074992457,0.000067726076,0.00009286396,0.00021642378,0.000059746213,0.000054186396,0.00018857242,0.00003143956,0.000007963815],"category_scores_gemma":[0.00005772693,0.000046239897,0.000026513804,0.00009756072,0.000007847865,0.0001032481,0.000021403517,0.00008356303,1.433393e-7],"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":[0.00008111051,0.000050006118,0.00008135521,0.00009848878,0.00026505356,0.00000643926,0.007101717,0.6673813,0.022991708,0.12732783,0.00021356718,0.17440146],"study_design_scores_gemma":[0.00015387639,0.00011218641,0.00012008888,0.00046582625,0.000020618128,0.00001563461,0.001152449,0.9838333,0.009187284,0.0043963143,0.0004916394,0.000050781124],"about_ca_topic_score_codex":0.0000022223883,"about_ca_topic_score_gemma":8.548127e-7,"teacher_disagreement_score":0.31645203,"about_ca_system_score_codex":0.000021249392,"about_ca_system_score_gemma":0.00014117867,"threshold_uncertainty_score":0.18856083},"labels":[],"label_agreement":null},{"id":"W4392364231","doi":"10.1016/j.ijrmms.2024.105684","title":"Influences of water saturation and strain rate on the mechanical and failure behavior of sandstone under direct shear test with constant normal pressure","year":2024,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":20,"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":"National Natural Science Foundation of China","keywords":"Shearing (physics); Acoustic emission; Saturation (graph theory); Strain rate; Scanning electron microscope; Direct shear test; Materials science; Geotechnical engineering; Shear (geology); Composite material; Geology","score_opus":0.013897810457672783,"score_gpt":0.24313061199193148,"score_spread":0.2292328015342587,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392364231","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905817,0.0006968154,0.007987909,0.00038051253,0.0002280872,0.00005782928,0.000025194859,0.000007099512,0.00003483331],"genre_scores_gemma":[0.9988334,0.00033522284,0.0007611423,0.00002188582,0.000032899417,0.0000016523323,6.1617794e-7,0.000005811847,0.0000073457245],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99923253,0.000016901742,0.00025138425,0.00010479082,0.00030483058,0.00008953984],"domain_scores_gemma":[0.9995547,0.00017720115,0.000074865464,0.00003323296,0.00012329585,0.000036723817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056233484,0.00008789773,0.00013459095,0.00012100449,0.00006679989,0.00009788833,0.000121919984,0.000037692127,0.000007323082],"category_scores_gemma":[0.000032268035,0.00004620211,0.000022420272,0.000059996008,0.000023342194,0.00020139596,0.00003785322,0.0001135402,5.691483e-8],"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":[0.00008729711,0.000047781446,0.00013135484,0.00010819987,0.00031930607,0.0000307091,0.0026872505,0.24438693,0.68179286,0.06422584,0.000042887415,0.0061395923],"study_design_scores_gemma":[0.00045046865,0.0010195557,0.00015414748,0.0010704767,0.00015652113,0.00034298166,0.0025918856,0.8954297,0.094633766,0.003779127,0.00018271842,0.00018869442],"about_ca_topic_score_codex":0.000004816852,"about_ca_topic_score_gemma":0.000010441878,"teacher_disagreement_score":0.65104276,"about_ca_system_score_codex":0.0000063067364,"about_ca_system_score_gemma":0.00003573157,"threshold_uncertainty_score":0.18840674},"labels":[],"label_agreement":null},{"id":"W4400940037","doi":"10.1016/j.ijrmms.2024.105831","title":"Anisotropic behavior and mechanical characteristics of the Montney Formation","year":2024,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","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; University of Waterloo","funders":"","keywords":"Anisotropy; Petrophysics; Brittleness; Stress path; Geotechnical engineering; Geology; Stiffness; Oil shale; Compressive strength; Ultimate tensile strength; Materials science; Composite material; Porosity; Physics; Plasticity","score_opus":0.01684141918543522,"score_gpt":0.25010146235417396,"score_spread":0.23326004316873875,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400940037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9906041,0.0006529352,0.0060825488,0.00112822,0.0013409999,0.00003436578,0.000018749353,0.0000084677595,0.00012962516],"genre_scores_gemma":[0.99791574,0.00041098974,0.001396559,0.00018366225,0.000060937877,1.4491368e-7,8.976789e-7,9.907088e-7,0.000030082832],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99930817,0.00002157822,0.00021683672,0.00007242302,0.00031727192,0.00006373254],"domain_scores_gemma":[0.99964046,0.00006716588,0.00014448729,0.000028528359,0.0000876519,0.000031724492],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038635166,0.000047913632,0.00007787758,0.00010605962,0.000082330414,0.00010766595,0.00022962329,0.000023944236,0.000034079105],"category_scores_gemma":[0.000059891336,0.00002864944,0.000034474186,0.000080724494,0.00002336792,0.00031416697,0.00002795247,0.00007657991,6.2698433e-7],"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":[0.000058511403,0.00004758145,0.03427344,0.00007166215,0.00009004536,0.00006825976,0.0024781686,0.00052477926,0.0037624815,0.03563129,0.0019797427,0.921014],"study_design_scores_gemma":[0.00028120083,0.00069124275,0.017627422,0.00067457935,0.00008609615,0.0014579471,0.001792601,0.94422233,0.004934204,0.01848147,0.009567693,0.0001831951],"about_ca_topic_score_codex":0.00004830891,"about_ca_topic_score_gemma":0.0000038364915,"teacher_disagreement_score":0.9436976,"about_ca_system_score_codex":0.0000038533994,"about_ca_system_score_gemma":0.00004641326,"threshold_uncertainty_score":0.11682902},"labels":[],"label_agreement":null},{"id":"W4401259132","doi":"10.1016/j.ijrmms.2024.105841","title":"Preconditioning blasting for rockburst control in a deep shaft sink","year":2024,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","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":true,"ca_institutions":"Centre for Excellence in Mining Innovation; Laurentian University; Glencore (Canada)","funders":"","keywords":"Rock blasting; Mining engineering; Geotechnical engineering; Geology; Sink (geography); Engineering; Forensic engineering; Geography","score_opus":0.015212134192335388,"score_gpt":0.26528986167159746,"score_spread":0.25007772747926205,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401259132","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1806449,0.0020589144,0.8147739,0.00019459477,0.0020963366,0.000059860522,0.000008145968,0.000025124293,0.00013821838],"genre_scores_gemma":[0.99458116,0.00016515715,0.0049027554,0.000055775,0.00026041394,0.0000056319336,9.3766874e-7,0.000011973231,0.000016168264],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999114,0.000007766434,0.00034614615,0.00012639086,0.00024450276,0.00016121926],"domain_scores_gemma":[0.99953103,0.000202811,0.00007006506,0.000024786197,0.00012285929,0.00004847291],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006216322,0.00009090011,0.00013581426,0.00035962756,0.00008206302,0.00023060522,0.000218899,0.000040964693,0.00000853004],"category_scores_gemma":[0.000096631025,0.00008106934,0.00006043383,0.00011196221,0.0000029865694,0.00035031547,0.000024451643,0.000115999654,6.0316455e-7],"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":[0.000009186917,0.0000064116316,0.000016403072,0.000024171362,0.00005363324,0.000013682423,0.00067583594,0.97716933,0.0029456438,0.007258389,0.000071103226,0.011756189],"study_design_scores_gemma":[0.0003242695,0.00010456512,0.0000036046426,0.00046215096,0.000014397857,0.00013047877,0.0005406554,0.9886436,0.0003436604,0.00861481,0.0007272651,0.00009058311],"about_ca_topic_score_codex":0.0000018835443,"about_ca_topic_score_gemma":0.000012650193,"teacher_disagreement_score":0.8139363,"about_ca_system_score_codex":0.000048821552,"about_ca_system_score_gemma":0.000052915664,"threshold_uncertainty_score":0.33059117},"labels":[],"label_agreement":null},{"id":"W4401937478","doi":"10.1016/j.ijrmms.2024.105877","title":"Behaviour of yielding mechanical hybrid rockbolts under complex loading conditions","year":2024,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Geology; Materials science; Structural engineering; Forensic engineering; Engineering","score_opus":0.024345069876108395,"score_gpt":0.2729350591123619,"score_spread":0.24858998923625347,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401937478","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26706132,0.00077413896,0.72878695,0.0004669191,0.0025634486,0.00004376575,0.000026286902,0.00008154013,0.00019562712],"genre_scores_gemma":[0.9966368,0.00015064391,0.003006699,0.000038491984,0.0001341787,0.0000013375917,0.0000017195139,0.000011332439,0.000018812414],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998833,0.000009110018,0.00043431122,0.0001316774,0.00042654827,0.00016537664],"domain_scores_gemma":[0.9994912,0.00017256824,0.000074312054,0.000046742036,0.00012143745,0.00009369785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040682734,0.000113932074,0.00019272004,0.0002866953,0.000060399743,0.000101251266,0.00034180225,0.00005029332,0.000071428956],"category_scores_gemma":[0.00007133358,0.000097106655,0.000102197824,0.00018199626,0.000011980643,0.00025071003,0.00008449311,0.00020208223,0.0000022004203],"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":[0.0000055209002,0.000024620345,0.000009611864,0.000041069587,0.0001312878,0.00006164265,0.0001170197,0.8856553,0.054462302,0.054153252,0.00038790042,0.004950514],"study_design_scores_gemma":[0.00018121042,0.00018226281,0.000020615484,0.0005504236,0.000043879587,0.00046532645,0.00034353806,0.96797854,0.0077935765,0.021085922,0.0011870769,0.00016764709],"about_ca_topic_score_codex":0.0000027813371,"about_ca_topic_score_gemma":0.0000011911292,"teacher_disagreement_score":0.72957546,"about_ca_system_score_codex":0.000043273296,"about_ca_system_score_gemma":0.000046643276,"threshold_uncertainty_score":0.39598945},"labels":[],"label_agreement":null},{"id":"W4402401039","doi":"10.1016/j.ijrmms.2024.105911","title":"Calibrating high-dimensional rock creep constitutive models for geological disaster prevention: An application of data assimilation methods","year":2024,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"National Natural Science Foundation of China","keywords":"Creep; Data assimilation; Constitutive equation; Geotechnical engineering; Geology; Engineering; Structural engineering; Materials science; Finite element method; Geography; Meteorology; Composite material","score_opus":0.08990877493408803,"score_gpt":0.3766355112280464,"score_spread":0.2867267362939584,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402401039","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.037571114,0.0006246853,0.9606605,0.00012123128,0.0008250649,0.00008744021,0.000042035095,0.000020218988,0.000047716945],"genre_scores_gemma":[0.79232144,0.000043965625,0.2074168,0.000019138577,0.00015563001,0.0000040251844,0.000025618776,0.000006708315,0.0000066780012],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99888736,0.00003194588,0.00043873908,0.0002095327,0.0003256606,0.00010674605],"domain_scores_gemma":[0.99927396,0.00019787467,0.00015562525,0.00008444784,0.00023355357,0.00005455744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011214791,0.00009663626,0.00016457897,0.00016377194,0.00011071403,0.00012976701,0.00039311193,0.00006048653,0.0000058859937],"category_scores_gemma":[0.00006299089,0.00007826345,0.000045977118,0.00009618464,0.00000949885,0.0010887414,0.00012056811,0.00009197062,1.3773865e-7],"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":[0.000013843659,0.00001480704,0.000001923801,0.000016331642,0.00005856126,0.0000013406622,0.00023231583,0.8755043,0.004811861,0.09064086,0.000031292988,0.028672544],"study_design_scores_gemma":[0.0001532711,0.00015594548,0.0000011506186,0.00014138696,0.00003412947,0.00005132713,0.00022796294,0.9250914,0.0010381917,0.07283829,0.00018709691,0.00007984721],"about_ca_topic_score_codex":0.000003679055,"about_ca_topic_score_gemma":0.0000042509446,"teacher_disagreement_score":0.7547503,"about_ca_system_score_codex":0.000022490689,"about_ca_system_score_gemma":0.000102097176,"threshold_uncertainty_score":0.3191491},"labels":[],"label_agreement":null},{"id":"W4402565156","doi":"10.1016/j.ijrmms.2024.105905","title":"Unsupervised clustering of mining-induced microseismicity provides insights into source mechanisms","year":2024,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Seismology and Earthquake Studies","field":"Computer Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cluster analysis; Geology; Data mining; Data science; Seismology; Computer science; Mining engineering; Machine learning","score_opus":0.022711355715944303,"score_gpt":0.26948707309237974,"score_spread":0.24677571737643544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402565156","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48317784,0.0011480462,0.5129901,0.0010046767,0.001589106,0.000027985505,5.5805714e-7,0.000016743243,0.000044913646],"genre_scores_gemma":[0.9623743,0.00014310917,0.03707021,0.00027224398,0.00009077115,0.0000010887862,1.4472091e-7,0.0000046086493,0.000043461998],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986497,0.000049172973,0.00041455158,0.00025531056,0.00047393897,0.00015732668],"domain_scores_gemma":[0.9990988,0.00025010738,0.00023219072,0.00008134149,0.00027680746,0.00006074655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00071359775,0.00012404208,0.00021034556,0.0003968438,0.00019825675,0.00022917574,0.0009264887,0.00005753664,0.0000041282415],"category_scores_gemma":[0.00014069972,0.0000949353,0.000083561725,0.00026354735,0.000031585587,0.00062913226,0.00037944296,0.00012330858,0.0000012747549],"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":[0.00013222537,0.00021809757,0.00045485958,0.00021424772,0.0010707483,0.00048012522,0.111988634,0.043135963,0.14664939,0.2950801,0.0005368131,0.4000388],"study_design_scores_gemma":[0.00035709038,0.0008523276,0.00012337454,0.0005677823,0.000025643361,0.00052131095,0.0036903701,0.93931127,0.01204035,0.040711477,0.0015899731,0.00020904395],"about_ca_topic_score_codex":0.000028321301,"about_ca_topic_score_gemma":0.000014640123,"teacher_disagreement_score":0.8961753,"about_ca_system_score_codex":0.00002427829,"about_ca_system_score_gemma":0.00019633154,"threshold_uncertainty_score":0.3871349},"labels":[],"label_agreement":null},{"id":"W4402709299","doi":"10.1016/j.ijrmms.2024.105915","title":"Grading scalping and sample size effects on critical shear strength of mine waste rock through laboratory and in-situ testing","year":2024,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Agnico Eagle (Canada); Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Grading (engineering); In situ; Geotechnical engineering; Geology; Direct shear test; Shear strength (soil); Shear (geology); Mining engineering; Engineering; Civil engineering; Petrology; Soil water; Soil science; Chemistry","score_opus":0.017481669293505697,"score_gpt":0.2756435963356227,"score_spread":0.258161927042117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402709299","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98317385,0.0024618355,0.012989718,0.00014191295,0.0010898205,0.000028953264,0.0000051265156,0.000015770222,0.0000930141],"genre_scores_gemma":[0.9874866,0.000269227,0.012077908,0.000035794583,0.00011880626,7.531199e-7,1.3680389e-7,0.000008761972,0.0000019912984],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991028,0.000027869457,0.0002960987,0.00015026121,0.00026621958,0.00015679156],"domain_scores_gemma":[0.99719614,0.0025475628,0.000063740714,0.00003081995,0.00010383535,0.000057875022],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005551297,0.00010687637,0.00018693312,0.00018882113,0.00006896413,0.0000999809,0.00012894411,0.000052145482,0.000001360441],"category_scores_gemma":[0.0020124426,0.000092857445,0.000022342816,0.00018346078,0.000018389368,0.00025658595,0.000059187107,0.00017403963,1.3229202e-7],"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":[0.00017449929,0.0002187902,0.01637696,0.0024157101,0.00060785754,0.00092905626,0.021367699,0.15554218,0.23844354,0.5013482,0.00023092818,0.06234459],"study_design_scores_gemma":[0.00044306315,0.0005849477,0.0003699741,0.0026041584,0.000034889734,0.00026271993,0.0024484121,0.949424,0.011440462,0.032144457,0.000045029403,0.00019788207],"about_ca_topic_score_codex":0.00000694649,"about_ca_topic_score_gemma":0.000008321854,"teacher_disagreement_score":0.79388183,"about_ca_system_score_codex":0.000026095937,"about_ca_system_score_gemma":0.00003887456,"threshold_uncertainty_score":0.37866166},"labels":[],"label_agreement":null},{"id":"W4403956744","doi":"10.1016/j.ijrmms.2024.105927","title":"Monitoring stress-induced brittle rock mass damage for preventative support maintenance","year":2024,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Brittleness; Rock mass classification; Geology; Stress (linguistics); Geotechnical engineering; Forensic engineering; Engineering; Materials science; Composite material","score_opus":0.029830291097957238,"score_gpt":0.3045740516691893,"score_spread":0.27474376057123207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403956744","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35843873,0.0008795303,0.6348284,0.00017500996,0.005357869,0.00008328525,0.000033000208,0.000037997383,0.0001662002],"genre_scores_gemma":[0.99095446,0.0005498545,0.00792356,0.000016848537,0.0004029459,0.000005597195,0.0000010736987,0.000016832886,0.00012882802],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99896204,0.000008429957,0.00032004443,0.00015757172,0.00036234895,0.00018953843],"domain_scores_gemma":[0.9994774,0.000121135134,0.000088604145,0.000041016174,0.0002098858,0.00006197816],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046205436,0.000114720606,0.0001427247,0.0002036517,0.00009932584,0.00023800864,0.0003314457,0.00004274528,0.000010063534],"category_scores_gemma":[0.00007578831,0.000099606434,0.00008007223,0.00009966333,0.0000023465545,0.0004033864,0.000045840356,0.00012725734,0.0000012569652],"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":[0.000040474035,0.000035713714,0.00007798872,0.00015746613,0.00044082408,0.00014227239,0.0035895633,0.8293635,0.105129965,0.0244298,0.0010306259,0.035561804],"study_design_scores_gemma":[0.00020023702,0.00022166986,0.000004902357,0.0007842581,0.000024926272,0.000086035696,0.0017954702,0.9674759,0.020556841,0.0077920505,0.0009197706,0.00013794767],"about_ca_topic_score_codex":0.000002090258,"about_ca_topic_score_gemma":0.0000016211045,"teacher_disagreement_score":0.6325157,"about_ca_system_score_codex":0.000056347577,"about_ca_system_score_gemma":0.000081919236,"threshold_uncertainty_score":0.40618324},"labels":[],"label_agreement":null},{"id":"W4405311821","doi":"10.1016/j.ijrmms.2024.105985","title":"Fully coupled hydro-mechanical–chemical continuum modeling of fluid percolation through rock salt","year":2024,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Percolation (cognitive psychology); Geotechnical engineering; Geology; Fluid dynamics; Geomechanics; Mechanics; Physics","score_opus":0.014829896270313725,"score_gpt":0.26150529114490134,"score_spread":0.24667539487458762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405311821","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.53740555,0.0016074842,0.459543,0.0002711069,0.0009480591,0.000024078352,0.0000033299007,0.000027968066,0.00016941156],"genre_scores_gemma":[0.99616873,0.00056950544,0.002926551,0.000026683489,0.00026814188,9.728626e-7,0.0000016268746,0.00001061717,0.000027156226],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99865884,0.000014557354,0.0004763795,0.00014431089,0.0005659721,0.00013993167],"domain_scores_gemma":[0.99947447,0.00011028291,0.00009362641,0.000053846634,0.00020868989,0.000059089973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050552,0.00010935478,0.00021286962,0.00020981557,0.000056592413,0.00012634024,0.00033467918,0.000071018505,0.000027424301],"category_scores_gemma":[0.00010768765,0.00008595426,0.00012413003,0.00018478338,0.000007439794,0.0003547723,0.000055164233,0.00016714697,0.0000018589511],"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":[0.000010203193,0.000011782894,0.000004881885,0.000024896875,0.0001458005,0.000014574306,0.00056097034,0.9631658,0.034597877,0.0007344582,0.00013245945,0.0005962575],"study_design_scores_gemma":[0.00014823624,0.00007027183,6.4014415e-7,0.0002994006,0.00004651163,0.0000899966,0.0003940595,0.98935974,0.006120963,0.0029807694,0.00039651265,0.00009287975],"about_ca_topic_score_codex":0.000013666026,"about_ca_topic_score_gemma":0.0000045999222,"teacher_disagreement_score":0.45876318,"about_ca_system_score_codex":0.00004193964,"about_ca_system_score_gemma":0.000061756306,"threshold_uncertainty_score":0.3505113},"labels":[],"label_agreement":null},{"id":"W4405809888","doi":"10.1016/j.ijrmms.2024.106006","title":"Deterioration mechanisms of coal mechanical properties under uniaxial multi-level cyclic loading considering initial damage effects","year":2024,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":71,"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":"Materials science; Composite material; Structural engineering; Coal; Geotechnical engineering; Geology; Engineering; Waste management","score_opus":0.06130413112071467,"score_gpt":0.294776666487821,"score_spread":0.23347253536710635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405809888","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41716114,0.000511311,0.5796887,0.000061969884,0.0024643105,0.00005691434,0.0000059295985,0.000031914577,0.000017766188],"genre_scores_gemma":[0.9839068,0.0001949436,0.015635218,0.00004714983,0.00017811639,0.0000032640214,0.0000011354202,0.000023577604,0.000009804077],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984378,0.00003581786,0.0005587363,0.00019559731,0.0005633678,0.00020863401],"domain_scores_gemma":[0.9993652,0.00013316469,0.00014889399,0.00006083881,0.00020112644,0.000090758534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006886834,0.00017763997,0.00026145257,0.0004075245,0.00012087768,0.0002433281,0.00033273615,0.00009430829,0.0000075499693],"category_scores_gemma":[0.00011042045,0.00014885025,0.0000955028,0.00013962343,0.0000141528235,0.0005265361,0.00012381011,0.00020494519,0.0000011985989],"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":[0.00002927839,0.000027624319,0.0000019178317,0.000120053555,0.000183798,0.00007910932,0.00086735433,0.2718449,0.67917985,0.04254877,0.000017523596,0.0050998162],"study_design_scores_gemma":[0.00036520953,0.00023064116,0.0000035984187,0.00083582243,0.000039941104,0.0002280262,0.0007295187,0.84755045,0.14023441,0.00958853,0.00003566811,0.00015817706],"about_ca_topic_score_codex":0.0000064602045,"about_ca_topic_score_gemma":0.00001236323,"teacher_disagreement_score":0.5757056,"about_ca_system_score_codex":0.000062761574,"about_ca_system_score_gemma":0.00012745628,"threshold_uncertainty_score":0.60699373},"labels":[],"label_agreement":null},{"id":"W4406797109","doi":"10.1016/j.ijrmms.2025.106031","title":"Thermo-hydro-mechanical calibration modelling of the full-scale emplacement experiment and sensitivity analyses","year":2025,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Geothermal Energy Systems and Applications","field":"Energy","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nuclear Waste Management Organization","funders":"National Weather Service; Canadian Anesthesiologists' Society; Nuclear Waste Management Organization; Baltimore Gas and Electric Company; Canadian Nuclear Safety Commission; U.S. Department of Energy","keywords":"Calibration; Sensitivity (control systems); Scale (ratio); Geology; Geotechnical engineering; Scale model; Environmental science; Engineering; Mathematics; Aerospace engineering; Statistics; Cartography; Geography","score_opus":0.043189089477171164,"score_gpt":0.31165461151195106,"score_spread":0.2684655220347799,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406797109","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8297275,0.00023971206,0.16860548,0.0007768183,0.00030269794,0.000035220593,0.000002303817,0.0000030598692,0.0003072279],"genre_scores_gemma":[0.9984176,0.00005989712,0.00129878,0.00008439048,0.000046741046,0.0000023394891,3.122027e-7,0.0000025985582,0.00008732649],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99914134,0.000056935412,0.0003033742,0.00011608664,0.0003094215,0.000072855175],"domain_scores_gemma":[0.99942434,0.000080630256,0.00026641187,0.00006174729,0.00013805619,0.000028796854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045909584,0.0000679267,0.00012541296,0.00009009098,0.00013991065,0.00005471467,0.00014497002,0.000031662843,0.000009268608],"category_scores_gemma":[0.000020994672,0.00004354622,0.000052939926,0.00011705344,0.0000195295,0.00010200595,0.00009403058,0.00005097818,7.202671e-8],"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":[0.000017046832,0.000032726533,0.00006544059,0.0000033369615,0.000059331025,9.389555e-7,0.00035247477,0.81509405,0.092327476,0.091011465,0.000013731861,0.0010220028],"study_design_scores_gemma":[0.00020239898,0.000062598985,0.000042375337,0.00012233012,0.00002415444,0.00004181711,0.0013144965,0.96544373,0.02806981,0.0041508917,0.00047293113,0.000052475752],"about_ca_topic_score_codex":0.0003460799,"about_ca_topic_score_gemma":0.00011019321,"teacher_disagreement_score":0.16869013,"about_ca_system_score_codex":0.000018371324,"about_ca_system_score_gemma":0.000056566645,"threshold_uncertainty_score":0.17757633},"labels":[],"label_agreement":null},{"id":"W4407873202","doi":"10.1016/j.ijrmms.2025.106062","title":"Simulation of time-dependent response of jointed rock masses using the 3D DEM-DFN modeling approach","year":2025,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University; Centre for Excellence in Mining Innovation","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geology; Rock mass classification; Geotechnical engineering; Discrete element method; Mechanics; Physics","score_opus":0.03317438226506208,"score_gpt":0.28999176090305123,"score_spread":0.25681737863798915,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407873202","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.423937,0.00030283074,0.5753586,0.000025567304,0.00029296288,0.00003191319,0.0000022439124,0.0000049558316,0.000043885848],"genre_scores_gemma":[0.9891752,0.00009460252,0.01064438,0.000017237926,0.000038463837,6.2210734e-7,4.1784745e-7,0.0000074955988,0.000021586342],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99869174,0.000046427205,0.00055256573,0.00011032437,0.00048345598,0.00011549893],"domain_scores_gemma":[0.99891937,0.00025052874,0.00026328987,0.00007147191,0.0004659503,0.000029370864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012894802,0.00010016342,0.00019755813,0.00035768925,0.00010546246,0.000050678653,0.0003821897,0.000050565966,0.0000041527055],"category_scores_gemma":[0.00026719272,0.00007481695,0.00007043681,0.00018924542,0.0000054558004,0.00019576072,0.0000980391,0.00011109824,1.09509195e-7],"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":[0.0000672377,0.0000152316,0.0000095074865,0.000013928692,0.0000717767,9.194628e-7,0.00035713174,0.9605848,0.037842557,0.00061351527,0.0000030522372,0.0004203032],"study_design_scores_gemma":[0.00022764281,0.00006274592,7.462402e-7,0.0002558569,0.000036367404,0.000020329971,0.0010166828,0.9901458,0.0068011503,0.0013524266,0.000015052722,0.000065187574],"about_ca_topic_score_codex":0.0000071840227,"about_ca_topic_score_gemma":0.0000010422959,"teacher_disagreement_score":0.5652382,"about_ca_system_score_codex":0.000041649007,"about_ca_system_score_gemma":0.00011735016,"threshold_uncertainty_score":0.30509466},"labels":[],"label_agreement":null},{"id":"W4409411386","doi":"10.1016/j.ijrmms.2025.106113","title":"Systematic investigation of stress-induced fracture closure and permeability evolution in Lac du Bonnet granite","year":2025,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; Nuclear Waste Management Organization","keywords":"Geology; Permeability (electromagnetism); Geotechnical engineering; Closure (psychology); Stress (linguistics); Fracture (geology); Chemistry; Philosophy","score_opus":0.010938157035686387,"score_gpt":0.23908980473304312,"score_spread":0.22815164769735674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409411386","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96116066,0.0010544109,0.036947027,0.00021544096,0.0005227955,0.000067488574,0.0000035514422,0.0000059835284,0.00002265607],"genre_scores_gemma":[0.9991358,0.00020640652,0.000586323,0.000029793799,0.00003371263,0.0000016757459,6.269985e-7,0.0000033301553,0.000002315444],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990917,0.00003236154,0.00042730084,0.00009681662,0.00027128786,0.00008056017],"domain_scores_gemma":[0.9994442,0.00009835158,0.00017820262,0.000041243595,0.00020520165,0.000032792057],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007770711,0.000078180616,0.00018717672,0.0003082917,0.000052579562,0.000047593825,0.0001664802,0.000055322722,0.0000011521048],"category_scores_gemma":[0.0001769782,0.00006513618,0.00003116783,0.00014774459,0.0000062528734,0.000211417,0.00003728406,0.00010619177,4.6531177e-8],"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":[0.000042823678,0.000049952487,0.016603608,0.002582546,0.00021575238,0.000012802432,0.005197141,0.8994031,0.036832385,0.03825529,0.000052403935,0.0007522075],"study_design_scores_gemma":[0.0003382613,0.000084891406,0.0014031943,0.0034997782,0.000028707744,0.000028894694,0.0017887851,0.97369367,0.0019094332,0.017139377,0.0000050238355,0.00007996427],"about_ca_topic_score_codex":0.000021164959,"about_ca_topic_score_gemma":0.00003460334,"teacher_disagreement_score":0.074290596,"about_ca_system_score_codex":0.000046362355,"about_ca_system_score_gemma":0.000056924106,"threshold_uncertainty_score":0.2656176},"labels":[],"label_agreement":null},{"id":"W4409456975","doi":"10.1016/j.ijrmms.2025.106117","title":"Experimental and numerical investigations on failure process and permeability evolution of weathered granite under hydro-mechanical coupling","year":2025,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"National Key Research and Development Program of China","keywords":"Geology; Permeability (electromagnetism); Geotechnical engineering; Coupling (piping); Materials science; Composite material; Chemistry","score_opus":0.016122745066329287,"score_gpt":0.27593977769765465,"score_spread":0.2598170326313254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409456975","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8159415,0.00066618907,0.18280326,0.0002088489,0.00029191768,0.000043539832,0.0000034063728,0.000009318597,0.000031985008],"genre_scores_gemma":[0.99793637,0.00005835697,0.0019229046,0.00003649494,0.00003348546,0.0000022371055,4.4371055e-7,0.000005509776,0.000004209529],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991452,0.00001123967,0.00030398666,0.00014714306,0.00029098935,0.0001014424],"domain_scores_gemma":[0.99956334,0.00007935561,0.000106633095,0.000040381492,0.0001461242,0.000064177206],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033950893,0.000098209865,0.00015630796,0.00019949587,0.00012673088,0.000058848385,0.00015023422,0.000053328647,0.0000027879923],"category_scores_gemma":[0.00007346493,0.00008539756,0.000030922452,0.00012385905,0.000018906216,0.00017639944,0.00005386086,0.00011800199,7.045363e-8],"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":[0.000049075767,0.00008503556,0.0004181086,0.00005217536,0.000119107994,0.0000032514386,0.0012949302,0.739008,0.12577525,0.13207348,0.000023232098,0.0010983741],"study_design_scores_gemma":[0.00032847622,0.00017182853,0.000049112474,0.00024537984,0.000017212718,0.000037792586,0.0028602644,0.9638858,0.010959108,0.021344662,0.000019677447,0.00008069649],"about_ca_topic_score_codex":0.000004870325,"about_ca_topic_score_gemma":0.0000020173218,"teacher_disagreement_score":0.2248778,"about_ca_system_score_codex":0.0000494504,"about_ca_system_score_gemma":0.00006664995,"threshold_uncertainty_score":0.34824115},"labels":[],"label_agreement":null},{"id":"W4409736052","doi":"10.1016/j.ijrmms.2025.106096","title":"Numerical modeling of rock spalling around a tunnel using visco-plastic interface elements and a rock removal strategy","year":2025,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Ministerio de Ciencia e Innovación; Svensk Kärnbränslehantering; Federación Española de Enfermedades Raras; Generalitat de Catalunya; European Commission; Ministerio de Ciencia, Innovación y Universidades","keywords":"Spall; Geotechnical engineering; Geology; Interface (matter); Materials science; Composite material","score_opus":0.03486750237514928,"score_gpt":0.2993028319336829,"score_spread":0.2644353295585336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409736052","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46563393,0.000911157,0.5327137,0.000018866129,0.00064181926,0.000028063383,0.0000021904084,0.0000073615815,0.00004293116],"genre_scores_gemma":[0.9911443,0.00043483792,0.008283811,0.00002139072,0.0000898403,5.5225e-7,4.6251046e-7,0.000012109743,0.000012680221],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984172,0.000018865658,0.0006845489,0.00020243721,0.00045616474,0.00022078975],"domain_scores_gemma":[0.9992521,0.000098520955,0.00023509051,0.000058155212,0.0002734615,0.00008266707],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004905674,0.00016811251,0.00028045062,0.00039226626,0.0001436799,0.0001584422,0.0003481934,0.000064345535,0.0000045599922],"category_scores_gemma":[0.00011040891,0.0001544358,0.00006336854,0.00018399674,0.000003525516,0.0003286546,0.00012089647,0.00018606069,2.4000914e-7],"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":[0.000026642172,0.000016803933,0.00003883637,0.000030032292,0.00010463527,0.000010129023,0.00024608837,0.9855109,0.011185093,0.001980266,0.0000047497783,0.00084582786],"study_design_scores_gemma":[0.00039964393,0.00013279765,0.0000016360682,0.00069590466,0.000043509343,0.0001746836,0.0016287902,0.99242365,0.0007306913,0.0036061513,0.000030046263,0.00013249791],"about_ca_topic_score_codex":0.00001694836,"about_ca_topic_score_gemma":0.0000037329671,"teacher_disagreement_score":0.5255104,"about_ca_system_score_codex":0.00006279567,"about_ca_system_score_gemma":0.00011929137,"threshold_uncertainty_score":0.6297709},"labels":[],"label_agreement":null},{"id":"W4412474802","doi":"10.1016/j.ijrmms.2025.106155","title":"Investigation of physical mechanisms behind full-scale engineered barrier systems through coupled thermal-hydraulic-mechanical (THM) simulations","year":2025,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Canadian Nuclear Safety Commission; National Central University; Ministry of Science and Technology, Taiwan; Nuclear Waste Management Organization","keywords":"Thermal hydraulics; Thermal; Geotechnical engineering; Scale (ratio); Geology; Engineering; Materials science; Mechanics; Heat transfer; Physics; Thermodynamics","score_opus":0.011155623745139849,"score_gpt":0.24987508870749126,"score_spread":0.2387194649623514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412474802","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92111945,0.00010884373,0.0768909,0.0004585309,0.00095616345,0.00008979996,0.000011235316,0.000008549577,0.00035654719],"genre_scores_gemma":[0.9969599,0.000039319926,0.002707174,0.00010095617,0.00007598038,0.0000017869122,0.0000020666366,0.000005592873,0.00010720525],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985308,0.000042733416,0.00043133518,0.0001869804,0.00066081673,0.00014734386],"domain_scores_gemma":[0.9992435,0.0001616355,0.00033476928,0.000076027616,0.00010980569,0.00007427134],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004762458,0.000118741926,0.0002177457,0.0001110112,0.00015462075,0.00008087843,0.00040806626,0.00008368748,0.00006976966],"category_scores_gemma":[0.00008349275,0.0000857727,0.00008650971,0.00020047637,0.000045492478,0.00036153817,0.00015460677,0.00014171067,0.0000023994671],"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":[0.00005186599,0.000054262535,0.00049024075,0.000009696173,0.0001172784,0.000008170211,0.0017700528,0.7379615,0.2370543,0.021791805,0.00009285164,0.00059802143],"study_design_scores_gemma":[0.0005525647,0.0003359173,0.00020990828,0.00018329966,0.00006095217,0.0000510651,0.0007377405,0.9746753,0.007816145,0.014918409,0.00033695062,0.0001217486],"about_ca_topic_score_codex":0.000038133316,"about_ca_topic_score_gemma":0.000011745634,"teacher_disagreement_score":0.23671384,"about_ca_system_score_codex":0.000058937974,"about_ca_system_score_gemma":0.00006836556,"threshold_uncertainty_score":0.3497709},"labels":[],"label_agreement":null},{"id":"W4412660160","doi":"10.1016/j.ijrmms.2025.106220","title":"Development and validation of a Novel rigid block modelling approach for support design in underground mining, enabling new avenues for improved safety and efficiency","year":2025,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","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":"Glencore (Canada); Institut National de la Recherche Scientifique; University of British Columbia","funders":"","keywords":"Block (permutation group theory); Underground mining (soft rock); Engineering; Block model; Mining engineering; Computer science; Civil engineering; Construction engineering; Mathematics; Coal mining","score_opus":0.04892266984125809,"score_gpt":0.27694210858127455,"score_spread":0.22801943874001646,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412660160","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17617735,0.00043195474,0.8229691,0.000038854996,0.00022934518,0.00012872415,0.000003614106,0.000004184193,0.000016901575],"genre_scores_gemma":[0.6690323,0.00021867623,0.3306795,0.000012546028,0.000026775053,0.0000036121291,0.0000015141011,0.0000053883155,0.000019706567],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910676,0.000005808023,0.00044958957,0.00015193618,0.00015040353,0.0001354951],"domain_scores_gemma":[0.99944866,0.00015799944,0.00017029147,0.000028071656,0.0001525481,0.000042431147],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010079005,0.00009669967,0.00018027771,0.00031607808,0.00010529554,0.000078992096,0.00014936927,0.00004759706,2.0367163e-7],"category_scores_gemma":[0.0000751592,0.00009016084,0.00002694509,0.000096393465,0.00000519126,0.000168891,0.0000420115,0.00005088505,3.720244e-9],"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":[0.00005486172,0.000021990722,0.00000570865,0.000045731158,0.000040877134,2.0911837e-7,0.0014891612,0.9819527,0.0065387776,0.004400027,0.0000073578553,0.0054426],"study_design_scores_gemma":[0.0009538837,0.000112319125,7.3778307e-7,0.00019008094,0.000018518665,0.00001691508,0.0009841614,0.9889154,0.0064959526,0.0019451868,0.00027995507,0.000086906235],"about_ca_topic_score_codex":0.0000036215627,"about_ca_topic_score_gemma":0.0000025401243,"teacher_disagreement_score":0.49285495,"about_ca_system_score_codex":0.000037757585,"about_ca_system_score_gemma":0.00018266818,"threshold_uncertainty_score":0.36766523},"labels":[],"label_agreement":null},{"id":"W4413292813","doi":"10.1016/j.ijrmms.2025.106235","title":"Determination of mine-wide in-situ stress using numerical back analysis: a case study of Jwaneng mine","year":2025,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University; Centre for Excellence in Mining Innovation","funders":"Laurentian University; Key Laboratory of Safe Mining of Deep Metal Mines, Ministry of Education; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Mining engineering; Geology; Geotechnical engineering; Stress (linguistics); In situ; Geography; Meteorology","score_opus":0.026157944416901474,"score_gpt":0.3024404272418883,"score_spread":0.2762824828249868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413292813","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78297865,0.000255721,0.21635845,0.000012523263,0.00030847243,0.000042608866,0.0000030094282,0.0000022802642,0.00003825481],"genre_scores_gemma":[0.9938059,0.00005360915,0.006100807,0.000007742807,0.000021056636,7.3526763e-7,4.4098175e-7,0.0000042697275,0.000005425113],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99875635,0.000027334845,0.0006291913,0.00012078443,0.00036101145,0.00010535816],"domain_scores_gemma":[0.9992087,0.00012397603,0.00027840125,0.000058520804,0.00029583948,0.00003459194],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048280906,0.0000940081,0.00028512202,0.00095496344,0.000040157363,0.000032637807,0.0002458013,0.00003698656,0.0000037093382],"category_scores_gemma":[0.00008195328,0.00008485167,0.00006954473,0.00056044577,0.0000049561245,0.0001709348,0.0000703396,0.00008510357,4.1384773e-8],"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":[0.000014952266,0.00011280229,0.0033648245,0.000025033904,0.00020372405,0.00013434059,0.0015027497,0.98834646,0.0039134133,0.0001612783,0.0000021753283,0.0022182406],"study_design_scores_gemma":[0.00045253095,0.00016242453,0.000063367486,0.0002140346,0.00014207193,0.00014508645,0.008614687,0.988123,0.0018111516,0.00019764145,0.0000039301594,0.00007009975],"about_ca_topic_score_codex":0.00012324688,"about_ca_topic_score_gemma":0.0003051744,"teacher_disagreement_score":0.21082725,"about_ca_system_score_codex":0.000037868507,"about_ca_system_score_gemma":0.00005702037,"threshold_uncertainty_score":0.3460151},"labels":[],"label_agreement":null},{"id":"W4413363988","doi":"10.1016/j.ijrmms.2025.106229","title":"Physical model study of rock scour in unlined rock spillways","year":2025,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada)","funders":"Hydro Research Foundation; University of California; National Science Foundation","keywords":"Geotechnical engineering; Geology; Mining engineering","score_opus":0.01606908443059733,"score_gpt":0.2891664523659122,"score_spread":0.27309736793531486,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413363988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97864115,0.00005849983,0.020338876,0.00032503958,0.00021919757,0.000053017346,0.0000016913317,0.0000030498668,0.0003594995],"genre_scores_gemma":[0.9993126,0.000044505236,0.00041435775,0.00011616343,0.0000233525,0.0000014909735,2.8073217e-7,0.0000021908759,0.00008509828],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886554,0.000021215663,0.00034021377,0.0001707934,0.00048132314,0.00012090768],"domain_scores_gemma":[0.9996056,0.00006256072,0.00020064991,0.000044260145,0.000049301943,0.00003762494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044597208,0.00008448577,0.00017742791,0.00017196959,0.00008335278,0.000020698873,0.00048080992,0.00003348555,0.000034434674],"category_scores_gemma":[0.000053935833,0.00006632842,0.000036095043,0.00023540892,0.000013883553,0.00028348833,0.0001045516,0.00011362255,0.0000014393966],"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":[0.00005964918,0.00044560034,0.020954927,0.0000036621097,0.000028436782,0.0000133299645,0.001855093,0.9730714,0.0016000891,0.0011466516,0.000038868093,0.0007823234],"study_design_scores_gemma":[0.00082214666,0.00056218065,0.0015742896,0.00008141243,0.00002515786,0.000011651527,0.0019018084,0.98569614,0.00078731,0.008397302,0.000060303857,0.00008031718],"about_ca_topic_score_codex":0.000027730966,"about_ca_topic_score_gemma":0.000067824236,"teacher_disagreement_score":0.020671431,"about_ca_system_score_codex":0.000027948,"about_ca_system_score_gemma":0.00006263891,"threshold_uncertainty_score":0.27047944},"labels":[],"label_agreement":null},{"id":"W4414309390","doi":"10.1016/j.ijrmms.2025.106279","title":"Elastic and creep behavior of fractured shale caprocks in the presence of argon and CO2","year":2025,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"CO2 Sequestration and Geologic Interactions","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Basic Energy Sciences; Office of Science; CMC Microsystems; ConocoPhillips; U.S. Department of Energy","keywords":"Creep; Viscoelasticity; Hysteresis; Oil shale; Argon; Modulus; Viscoplasticity","score_opus":0.013800307098340483,"score_gpt":0.2915861404838458,"score_spread":0.27778583338550533,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414309390","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958347,0.00015360118,0.0025572393,0.00058933627,0.0001633062,0.000040909857,0.0000021040287,6.780125e-7,0.00065813854],"genre_scores_gemma":[0.9991507,0.000089936206,0.0006006025,0.00008307864,0.0000075298967,0.000001325348,1.5028714e-7,5.436915e-7,0.00006614415],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99942535,0.000024822768,0.00020171174,0.00007608314,0.00022353404,0.00004849953],"domain_scores_gemma":[0.9995634,0.00018097006,0.00017344877,0.000026695941,0.0000398458,0.00001566312],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037355986,0.000038651593,0.00007244427,0.00007946755,0.000051709045,0.000026367905,0.00018138041,0.000020591571,0.000035694913],"category_scores_gemma":[0.00017692347,0.000025101612,0.0000138680525,0.000090817935,0.0000556139,0.00014763772,0.00007228394,0.00006735759,1.03481575e-7],"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":[0.0004551197,0.0011272206,0.61087936,0.00007261691,0.00015237555,0.00011513775,0.03580397,0.086204946,0.10519122,0.07961783,0.0014790145,0.07890117],"study_design_scores_gemma":[0.0027907365,0.0030140476,0.6448441,0.0012320833,0.00020490622,0.0014125411,0.035701722,0.225569,0.018614367,0.060431443,0.0056879986,0.00049703766],"about_ca_topic_score_codex":0.000092738424,"about_ca_topic_score_gemma":0.00014399354,"teacher_disagreement_score":0.13936405,"about_ca_system_score_codex":0.000008680338,"about_ca_system_score_gemma":0.000021301501,"threshold_uncertainty_score":0.1023614},"labels":[],"label_agreement":null},{"id":"W4415226320","doi":"10.1016/j.ijrmms.2025.106296","title":"Stationary asperity stress drop during controlled 3D tensile fracture propagation","year":2025,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Acoustic emission; Ultimate tensile strength; Brittleness; Asperity (geotechnical engineering); Drop (telecommunication); Microscale chemistry; Fracture (geology); Slip (aerodynamics)","score_opus":0.008186456623470128,"score_gpt":0.248400954032777,"score_spread":0.2402144974093069,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415226320","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70355403,0.0010476859,0.29273137,0.000403073,0.0016902911,0.00009610798,0.000008015705,0.000024553718,0.00044485324],"genre_scores_gemma":[0.9965188,0.0003672544,0.0027926343,0.00010098307,0.00012227225,0.0000032293021,0.0000018372357,0.000006124005,0.00008689651],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99897367,0.000016817752,0.0003704305,0.00011880849,0.00039442905,0.00012585323],"domain_scores_gemma":[0.9993074,0.00007059971,0.00015868645,0.000044006567,0.00037422896,0.00004507207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035399038,0.000103220365,0.00018826427,0.0002845466,0.00016774006,0.00012617506,0.00024657085,0.000051013652,0.000014536387],"category_scores_gemma":[0.000110349785,0.00008394192,0.0000545989,0.0001140481,0.0000051014413,0.00029955638,0.000048751575,0.00013709322,4.807466e-7],"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":[0.0000770815,0.00002751761,0.00009115924,0.000025605583,0.00014496599,0.000019234201,0.00047004575,0.9738988,0.017120695,0.005082357,0.00014916119,0.0028933743],"study_design_scores_gemma":[0.001098929,0.00006618799,0.000059826027,0.00023969176,0.000024397967,0.000046147536,0.0007560619,0.99019325,0.00426384,0.002822335,0.00033285827,0.00009649672],"about_ca_topic_score_codex":0.0000034414622,"about_ca_topic_score_gemma":0.0000038607145,"teacher_disagreement_score":0.29296473,"about_ca_system_score_codex":0.000048508395,"about_ca_system_score_gemma":0.00008464508,"threshold_uncertainty_score":0.34230524},"labels":[],"label_agreement":null},{"id":"W7107952567","doi":"10.1016/j.ijrmms.2025.106358","title":"Influence of stress heterogeneity on shear behavior of rock discontinuities in laboratory experiments: New insights from numerical simulations","year":2025,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"earthquake and tectonic studies","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":"University of Toronto","funders":"Hong Kong Polytechnic University; Research Grants Council, University Grants Committee","keywords":"Shear stress; Shear (geology); Classification of discontinuities; Critical resolved shear stress; Stress (linguistics); Slip (aerodynamics); Direct shear test; Stress concentration","score_opus":0.020239082248094155,"score_gpt":0.28740174827853365,"score_spread":0.2671626660304395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7107952567","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974388,0.0016458684,0.0004174335,0.00006507811,0.0002672481,0.000035913636,0.00006643798,0.0000018726608,0.00006135141],"genre_scores_gemma":[0.9993588,0.000119132186,0.00042953988,0.000051800234,0.000028076423,2.4757057e-7,0.0000020066216,8.6106877e-7,0.0000095345285],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99904215,0.000035070843,0.00036208032,0.000117025615,0.00036316048,0.000080520855],"domain_scores_gemma":[0.9992696,0.0002491906,0.00025078448,0.00004593792,0.00014744006,0.00003706136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000104977735,0.000072778166,0.00018034113,0.00022269266,0.000060953524,0.000029442444,0.00026189105,0.00002882292,0.000033373246],"category_scores_gemma":[0.000117032934,0.00005511409,0.000034715453,0.00018333943,0.000022258128,0.00023358034,0.000029600105,0.000070781374,3.995484e-7],"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":[0.000067892695,0.000083434345,0.458928,0.0000048779593,0.000081720835,0.000010851013,0.0017378705,0.53324413,0.0011400603,0.0011142294,0.000017273745,0.0035696765],"study_design_scores_gemma":[0.0012100076,0.0009385285,0.9072513,0.0010112182,0.00005743943,0.0000053793897,0.0048812674,0.054015703,0.02689095,0.0033289238,0.00019341827,0.00021586526],"about_ca_topic_score_codex":0.00061073346,"about_ca_topic_score_gemma":0.0004901099,"teacher_disagreement_score":0.47922844,"about_ca_system_score_codex":0.000005622086,"about_ca_system_score_gemma":0.00014476545,"threshold_uncertainty_score":0.22474875},"labels":[],"label_agreement":null}]}