{"meta":{"query_hash":"9a64a3562e03","filters":{"venue":"Journal of Rock Mechanics and Geotechnical Engineering"},"cohort_total":93,"direct_labels_cover":0,"predictions_cover":93,"exported":93,"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/9a64a3562e03","api":"https://metacan.xera.ac/api/v1/cohort?venue=Journal+of+Rock+Mechanics+and+Geotechnical+Engineering"},"results":[{"id":"W1438525221","doi":"10.1016/j.jrmge.2015.07.004","title":"Effects of porosity on seismic velocities, elastic moduli and Poisson's ratios of solid materials and rocks","year":2015,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"High-pressure geophysics and materials","field":"Earth and Planetary Sciences","cited_by":118,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Porosity; Poisson's ratio; Poisson distribution; Mineralogy; Moduli; Isotropy; Materials science; Auxetics; Shear (geology); Composite material; Geology; Physics; Mathematics; Optics","score_opus":0.005792419503817097,"score_gpt":0.18280415530345748,"score_spread":0.17701173579964039,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1438525221","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9921016,0.001039803,0.004724935,0.000024992272,0.0000079177935,0.000005924201,0.00013250449,0.000086573236,0.0018757421],"genre_scores_gemma":[0.9989918,0.00022921336,0.0005814105,0.0000031739348,0.0000022830493,0.0000031004076,0.00005137584,0.00001827503,0.000119316916],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995316,0.00008403905,0.000039762286,0.00008776361,0.00016093948,0.00009582981],"domain_scores_gemma":[0.99651045,0.002432918,0.00057017035,0.00022670963,0.00012553153,0.00013410253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006238846,0.00035664698,0.00025803593,0.0008651575,0.00018144664,0.0005929015,0.0003033824,0.00025932485,0.00060595415],"category_scores_gemma":[0.005193806,0.00043971653,0.0002758808,0.00046515695,0.0009044653,0.0007570556,0.00068246387,0.00022918962,0.00011813078],"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":[0.0014394381,0.000120446544,0.079939395,0.00039951497,0.00017056183,0.001030657,0.00032427505,0.15171231,0.72001886,0.0059909103,0.00022439139,0.03862931],"study_design_scores_gemma":[0.00007244813,0.0005592826,0.2741322,0.0001149789,0.0002624577,0.002472309,0.00038473553,0.16109039,0.5493324,0.008818569,0.0025632542,0.00019694006],"about_ca_topic_score_codex":0.0007711275,"about_ca_topic_score_gemma":0.00074186985,"teacher_disagreement_score":0.0008651575,"about_ca_system_score_codex":0.00027258674,"about_ca_system_score_gemma":0.00020844876,"threshold_uncertainty_score":0.003299415},"labels":[],"label_agreement":null},{"id":"W1967601746","doi":"10.1016/j.jrmge.2014.09.005","title":"Numerical analyses in the design of umbrella arch systems","year":2014,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Dimensioning; Arch; Set (abstract data type); Software; Computer science; Numerical analysis; Engineering; Structural engineering; Mathematics","score_opus":0.020132619675253663,"score_gpt":0.23893261891586354,"score_spread":0.2187999992406099,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1967601746","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06497105,0.0013227207,0.9031613,0.00034948162,0.00012652691,0.00013410798,0.00007860296,0.0005021238,0.02935412],"genre_scores_gemma":[0.7688993,0.0012675246,0.21979211,0.000086369226,0.000054599288,0.00029045762,0.000109200926,0.00018438355,0.009315982],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989279,0.00035598283,0.000056882403,0.00009810371,0.00048970856,0.000071371825],"domain_scores_gemma":[0.9989648,0.00051060866,0.00014484425,0.00013347241,0.00020376622,0.00004251807],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014648108,0.0006092376,0.000724974,0.0010584843,0.0008920825,0.0020919004,0.0009985256,0.0011876482,0.0034720316],"category_scores_gemma":[0.002805874,0.0005728105,0.0006986427,0.0005955376,0.0014459884,0.00093591627,0.0010507286,0.00076642935,0.00078357465],"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":[0.0000295022,0.000015056629,0.00046170075,0.00011312284,0.000009914255,0.0000631887,0.00009005179,0.9629396,0.003971372,0.01831997,0.00019622319,0.013790341],"study_design_scores_gemma":[0.000008274521,0.00003859136,0.00021984868,0.000048268976,0.0000072908547,0.000027402926,0.00005901497,0.98724955,0.001865618,0.006148261,0.004316862,0.000011028817],"about_ca_topic_score_codex":0.002450608,"about_ca_topic_score_gemma":0.002242167,"teacher_disagreement_score":0.0034720316,"about_ca_system_score_codex":0.00094385666,"about_ca_system_score_gemma":0.0014073284,"threshold_uncertainty_score":0.0116150975},"labels":[],"label_agreement":null},{"id":"W1979971192","doi":"10.1016/j.jrmge.2014.07.008","title":"Dynamic rock tests using split Hopkinson (Kolsky) bar system – A review","year":2014,"lang":"en","type":"review","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"High-Velocity Impact and Material Behavior","field":"Materials Science","cited_by":531,"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 Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Split-Hopkinson pressure bar; Dynamic range compression; Dynamic loading; Spall; Dynamic testing; Digital image correlation; Dynamic Tension; Materials science; Fracture (geology); Dynamic load testing; Fracture mechanics; Bar (unit); Rock mechanics; Structural engineering; Composite material; Geotechnical engineering; Geology; Strain rate; Engineering","score_opus":0.021799399934717332,"score_gpt":0.2956054070011394,"score_spread":0.27380600706642205,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979971192","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0016971963,0.99280095,0.0018812524,0.00015172947,0.00018939054,0.000022863549,0.00011460593,0.00004135066,0.0031007912],"genre_scores_gemma":[0.0064111236,0.98913145,0.0023478628,0.00013382663,0.00018289822,0.000036429807,0.00018541065,0.000016400778,0.0015546527],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99939,0.000051017843,0.000084347485,0.00013148475,0.00030981997,0.000033214317],"domain_scores_gemma":[0.9991234,0.0004139902,0.00017455222,0.000027963211,0.00023084925,0.000029280864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008207791,0.0010520914,0.0012916157,0.0038013202,0.00033586397,0.0010421625,0.0012031427,0.0009371301,0.0030295195],"category_scores_gemma":[0.0010281968,0.0005698818,0.00082045695,0.0028764668,0.00054789166,0.0020336804,0.00053758244,0.00071265444,0.001860426],"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":[0.00009573859,0.00018675956,0.0015080301,0.06532954,0.0001560189,0.00050761964,0.00020989713,0.0025971925,0.02537221,0.0061457455,0.017886974,0.88000435],"study_design_scores_gemma":[0.000010899898,0.00053342746,0.0041898023,0.004871653,0.00023764727,0.0024770123,0.00020310946,0.0010446653,0.018589782,0.002082573,0.96564317,0.00011624418],"about_ca_topic_score_codex":0.0013541998,"about_ca_topic_score_gemma":0.0015592203,"teacher_disagreement_score":0.0038013202,"about_ca_system_score_codex":0.00040838693,"about_ca_system_score_gemma":0.0009873125,"threshold_uncertainty_score":0.010134757},"labels":[],"label_agreement":null},{"id":"W2032901404","doi":"10.1016/j.jrmge.2014.10.004","title":"Numerical modelling of flow and transport in rough fractures","year":2014,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Lattice Boltzmann Simulation Studies","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Computer science; Lattice Boltzmann methods; Displacement (psychology); Flow (mathematics); Computational science; Parallel computing; Algorithm; Mechanics; Physics","score_opus":0.009868436313925505,"score_gpt":0.2082328340337306,"score_spread":0.1983643977198051,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032901404","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35694125,0.00047910202,0.6324706,0.00025057932,0.00004899458,0.0001256778,0.00035480392,0.0007122612,0.008616692],"genre_scores_gemma":[0.90382326,0.00033285914,0.09255007,0.00002112385,0.000012899975,0.00013178973,0.00016461858,0.00004836174,0.0029150334],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997842,0.00004094209,0.000010045909,0.00003237637,0.000095808056,0.000036721467],"domain_scores_gemma":[0.9996443,0.0001902203,0.000052853968,0.000038241506,0.000050437357,0.000023888853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033876862,0.0003048844,0.0007217801,0.00047589012,0.0005652046,0.0007735803,0.0007194812,0.0008980578,0.0010566803],"category_scores_gemma":[0.001263853,0.00022618515,0.00050788437,0.00043695583,0.00085502444,0.00052052696,0.0004559713,0.00050415617,0.0003192812],"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":[0.000018312568,0.000021639404,0.0009458367,0.000030128842,0.0000062297,0.00006969322,0.00003157978,0.98175204,0.0067408797,0.0060855695,0.000078693236,0.004219326],"study_design_scores_gemma":[0.0000042257407,0.000012516946,0.00018684065,0.0000032183048,0.0000014489017,0.000022266571,0.000009102339,0.9972518,0.0010074305,0.0012411079,0.0002550129,0.000005159342],"about_ca_topic_score_codex":0.008943228,"about_ca_topic_score_gemma":0.003809545,"teacher_disagreement_score":0.008943228,"about_ca_system_score_codex":0.0006526115,"about_ca_system_score_gemma":0.0012622109,"threshold_uncertainty_score":0.01778233},"labels":[],"label_agreement":null},{"id":"W2033633695","doi":"10.1016/j.jrmge.2014.10.002","title":"Workflow to numerically reproduce laboratory ultrasonic datasets","year":2014,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Attenuation; Ultrasonic sensor; Workflow; Calibration; Computer simulation; Computer science; Radioactive waste; Numerical modeling; Quality (philosophy); Acoustics; Geology; Engineering; Simulation; Physics; Geophysics; Optics","score_opus":0.005068014025402574,"score_gpt":0.19047936367684604,"score_spread":0.18541134965144346,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033633695","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.014614599,0.00010749227,0.93110615,0.00025416006,0.00015686205,0.00036661854,0.0055425605,0.04023332,0.007618172],"genre_scores_gemma":[0.22637814,0.0003670675,0.7359381,0.00030326494,0.00006790202,0.0025429165,0.016189562,0.009306633,0.008906417],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995165,0.000051465806,0.00005788851,0.000102554026,0.000219629,0.000052047937],"domain_scores_gemma":[0.998553,0.00043810235,0.00008291132,0.00038348633,0.00046665542,0.00007580761],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012181161,0.001227059,0.00081323605,0.001012005,0.0006238867,0.001491486,0.0020356325,0.0012063805,0.033776253],"category_scores_gemma":[0.0041931206,0.00069081434,0.00088003755,0.00080203696,0.00044789724,0.00078921294,0.0017648694,0.0015025825,0.013678935],"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":[0.00066978944,0.00044994432,0.009851413,0.0017329373,0.00018988438,0.0011182639,0.0010886696,0.47727942,0.12233266,0.02872365,0.042198338,0.31436503],"study_design_scores_gemma":[0.00019377616,0.00014239119,0.0024100381,0.0001465141,0.0000445703,0.00031289563,0.00024229968,0.82673424,0.0574894,0.014101994,0.09801917,0.00016273919],"about_ca_topic_score_codex":0.0039618937,"about_ca_topic_score_gemma":0.003525507,"teacher_disagreement_score":0.033776253,"about_ca_system_score_codex":0.00078402914,"about_ca_system_score_gemma":0.0022405195,"threshold_uncertainty_score":0.11299282},"labels":[],"label_agreement":null},{"id":"W2036196313","doi":"10.1016/j.jrmge.2014.12.005","title":"Analysis of blasting damage in adjacent mining excavations","year":2015,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Yukon University","funders":"","keywords":"Rock blasting; Excavation; Wedge (geometry); Geotechnical engineering; Fault plane; Geology; Rock mass classification; Limiting; Mining engineering; Rock bolt; Fault (geology); Seismology; Engineering; Physics","score_opus":0.01825185302532376,"score_gpt":0.2214491038109609,"score_spread":0.20319725078563713,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036196313","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99961275,0.0000065074723,0.00014664012,0.0000019306185,2.638577e-7,0.00000509526,0.0000549923,0.000005967954,0.00016588208],"genre_scores_gemma":[0.9993826,0.000009202322,0.00025323266,0.0000015794824,2.3832906e-7,0.0000031272857,0.000120742974,0.0000016771623,0.00022757651],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99982125,0.000011680707,0.000013160905,0.000041102758,0.00007072599,0.000042204072],"domain_scores_gemma":[0.9995585,0.00009913504,0.00010168727,0.00004202953,0.00012933888,0.000069406626],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013447834,0.0001956148,0.00022922657,0.0014524596,0.0005459995,0.00026284734,0.00034169533,0.0004875942,0.00061688776],"category_scores_gemma":[0.0006230958,0.00021964489,0.00014296634,0.0008861299,0.0004207793,0.00016589889,0.0003775767,0.00017058155,0.00015580918],"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":[0.00050488394,0.0002277197,0.840015,0.00012912825,0.000059218084,0.0030385861,0.0014062484,0.030838504,0.07388163,0.00015217668,0.0003572687,0.049389627],"study_design_scores_gemma":[0.0000051434713,0.0001596843,0.9791423,0.0000049870587,0.000011175155,0.00030574756,0.00046855563,0.016016752,0.0036166385,0.00003267614,0.00022764757,0.000008687679],"about_ca_topic_score_codex":0.029615946,"about_ca_topic_score_gemma":0.08465085,"teacher_disagreement_score":0.029615946,"about_ca_system_score_codex":0.00059661985,"about_ca_system_score_gemma":0.0003916365,"threshold_uncertainty_score":0.058887124},"labels":[],"label_agreement":null},{"id":"W2053204405","doi":"10.1016/j.jrmge.2014.06.001","title":"Fracture initiation and propagation in intact rock – A review","year":2014,"lang":"en","type":"review","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":700,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Shearing (physics); Ultimate tensile strength; Brittleness; Geotechnical engineering; Shear (geology); Geology; Compressive strength; Materials science; Fracture (geology); Composite material","score_opus":0.014274661924289419,"score_gpt":0.2521217091797543,"score_spread":0.23784704725546488,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053204405","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00022916553,0.9986842,0.00018515078,0.00007113164,0.00007554915,0.000004528472,0.000019439316,0.0000059364816,0.00072488945],"genre_scores_gemma":[0.0009903596,0.9983714,0.00017208095,0.00003386233,0.000073848445,0.000004189069,0.000025851747,0.0000015100221,0.00032700293],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997503,0.000023420977,0.00004433708,0.00006747277,0.00009408583,0.00002045824],"domain_scores_gemma":[0.99943894,0.00026975843,0.00010356603,0.00001568171,0.00014176902,0.000030344723],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005465215,0.0010096562,0.0016081678,0.0032449425,0.00039924908,0.0012936144,0.0011248699,0.0011640382,0.004056819],"category_scores_gemma":[0.0008690113,0.00057348376,0.0007257544,0.002826915,0.0005828897,0.0017901423,0.0005600797,0.00089877564,0.0021176604],"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":[0.000056331683,0.000114790775,0.00047988308,0.03429354,0.00008416256,0.00022258458,0.00009046666,0.0015418133,0.002269378,0.0039516026,0.012744846,0.94415057],"study_design_scores_gemma":[0.000013806009,0.00022570127,0.0021966365,0.008876805,0.00021815675,0.002569516,0.00014114007,0.00049867044,0.0020142721,0.0034562226,0.97973025,0.000058795322],"about_ca_topic_score_codex":0.0023848326,"about_ca_topic_score_gemma":0.0024913219,"teacher_disagreement_score":0.004056819,"about_ca_system_score_codex":0.00048376678,"about_ca_system_score_gemma":0.0012420038,"threshold_uncertainty_score":0.013571382},"labels":[],"label_agreement":null},{"id":"W2075045464","doi":"10.1016/j.jrmge.2014.10.003","title":"Numerical simulation of hydraulic fracturing and associated microseismicity using finite-discrete element method","year":2014,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":133,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada); University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Hydraulic fracturing; Geology; Classification of discontinuities; Microseism; Discrete element method; Finite element method; Tight gas; Fractal dimension; Parametric statistics; Discontinuity (linguistics); Rock mass classification; Fracture (geology); Computer simulation; Fractal; Geotechnical engineering; Petroleum engineering; Seismology; Structural engineering; Engineering; Mechanics; Mathematics","score_opus":0.007833682383790713,"score_gpt":0.23966116548290492,"score_spread":0.23182748309911422,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075045464","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26256967,0.00035797385,0.71733516,0.0003865957,0.00012528908,0.00016751866,0.000659227,0.0011006986,0.017297802],"genre_scores_gemma":[0.8533146,0.00021435962,0.14027828,0.00005684983,0.000015197814,0.000342241,0.0003740966,0.000073398565,0.005331036],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998357,0.000039387593,0.000013357954,0.000022799619,0.000059026144,0.000029742887],"domain_scores_gemma":[0.99946743,0.00032577018,0.00004627834,0.00003146361,0.000098994686,0.00003013874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004256516,0.0004172575,0.0006709593,0.0006043513,0.0006036953,0.00059462135,0.00091090146,0.0015781327,0.0030146872],"category_scores_gemma":[0.000926154,0.0003319264,0.0006107483,0.0006009011,0.00061700447,0.0004530872,0.0005366522,0.00066333724,0.00031085045],"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":[0.000022826118,0.000027967757,0.0006788881,0.000032827724,0.000008600012,0.00005424593,0.00004114575,0.9916398,0.002621944,0.0018517611,0.00012881374,0.002891311],"study_design_scores_gemma":[0.0000026504256,0.000004101048,0.000054107386,0.0000017367497,9.932121e-7,0.000004383403,0.0000051482593,0.9994179,0.00027948432,0.00010739185,0.00011996364,0.0000020273897],"about_ca_topic_score_codex":0.009362575,"about_ca_topic_score_gemma":0.0053719264,"teacher_disagreement_score":0.009362575,"about_ca_system_score_codex":0.00050899276,"about_ca_system_score_gemma":0.0009493415,"threshold_uncertainty_score":0.01861614},"labels":[],"label_agreement":null},{"id":"W2083360834","doi":"10.1016/j.jrmge.2014.05.003","title":"Effect of graph generation on slope stability analysis based on graph theory","year":2014,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"National Natural Science Foundation of China; Central South University; National Science Foundation","keywords":"Slope stability; Slope stability analysis; Slip (aerodynamics); Safety factor; Strength reduction; Benchmark (surveying); Graph; Stability (learning theory); Mathematics; Computer science; Applied mathematics; Structural engineering; Geotechnical engineering; Geology; Engineering; Finite element method","score_opus":0.004240761302595376,"score_gpt":0.18723704271044328,"score_spread":0.1829962814078479,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083360834","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30040562,0.000502643,0.6920151,0.00015461918,0.00007801784,0.00007340724,0.00008889886,0.0012505904,0.005431043],"genre_scores_gemma":[0.8574866,0.0002917903,0.1410179,0.000044439505,0.000016064574,0.000041291543,0.00013672674,0.00020778769,0.0007574688],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99961394,0.0001810379,0.000013589359,0.000051246006,0.00010843546,0.000031823347],"domain_scores_gemma":[0.9974388,0.0018867559,0.00013649097,0.0002482396,0.00024130821,0.000048435242],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064260315,0.00059619726,0.0003707529,0.0010554101,0.00030461038,0.00040495064,0.00043118384,0.00038393724,0.001430917],"category_scores_gemma":[0.0033068936,0.00019502259,0.0005859958,0.0005108509,0.000429847,0.00083356735,0.00046465444,0.00034988945,0.00015044442],"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":[0.00036316976,0.00012443232,0.0049014147,0.00027030043,0.00007595942,0.00032958537,0.00021854138,0.7237449,0.03075641,0.015100654,0.0014648663,0.22264981],"study_design_scores_gemma":[0.000014132983,0.00006948442,0.0008592583,0.000009481923,0.000020339196,0.000059223777,0.000026680833,0.98741573,0.007603686,0.0034130516,0.0004988434,0.000010077623],"about_ca_topic_score_codex":0.0015883347,"about_ca_topic_score_gemma":0.0015544995,"teacher_disagreement_score":0.0015883347,"about_ca_system_score_codex":0.00027638022,"about_ca_system_score_gemma":0.00028251903,"threshold_uncertainty_score":0.0047869086},"labels":[],"label_agreement":null},{"id":"W2184485438","doi":"10.3724/sp.j.1235.2010.00338","title":"Considerations of rock dilation on modeling failure and deformation of hard rocks—a case study of the mine-by test tunnel in Canada","year":2010,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":69,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Laurentian University","funders":"","keywords":"Brittleness; Geology; Dilation (metric space); Geotechnical engineering; Rock mass classification; Shear (geology); Excavation; Spall; Stress path; Shear stress; Cohesion (chemistry); Lateral strain; Deformation (meteorology); Rock mechanics; Materials science; Structural engineering; Engineering; Geometry; Composite material; Petrology","score_opus":0.008184317434198654,"score_gpt":0.18356371800970195,"score_spread":0.1753794005755033,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2184485438","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99106276,0.000103281076,0.0044786762,0.00012238363,0.000006470624,0.00005401686,0.00035226857,0.00007577855,0.0037443603],"genre_scores_gemma":[0.99598664,0.00008232517,0.0026667304,0.000012263355,0.0000016404103,0.000019676656,0.00011795798,0.000012514642,0.0011002136],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974316,0.00004164088,0.000012941774,0.000047432495,0.000057496214,0.00009730549],"domain_scores_gemma":[0.9993505,0.00028384093,0.00007541219,0.00003433858,0.00018914774,0.000066775436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005019646,0.000889515,0.0006899731,0.0007336962,0.0015008607,0.0011659991,0.0019290266,0.0018174656,0.0011358373],"category_scores_gemma":[0.0012545257,0.00049990515,0.0007946876,0.0008398624,0.0013096536,0.00041785036,0.0007535481,0.00069912756,0.00009552607],"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":[0.000027960368,0.000037430276,0.0066600903,0.000019056899,0.000007147155,0.00018568168,0.000056752277,0.9905358,0.00083034864,0.00036270593,0.00009222862,0.0011848212],"study_design_scores_gemma":[0.0000090251315,0.000027297683,0.003658621,0.0000060880207,0.000008478545,0.00002242388,0.000108673274,0.99533623,0.00052271155,0.00007477336,0.00021559808,0.000010208135],"about_ca_topic_score_codex":0.8789864,"about_ca_topic_score_gemma":0.8094753,"teacher_disagreement_score":0.12101358,"about_ca_system_score_codex":0.0078782495,"about_ca_system_score_gemma":0.006583173,"threshold_uncertainty_score":0.24345249},"labels":[],"label_agreement":null},{"id":"W2193490888","doi":"10.1016/j.jrmge.2015.10.004","title":"The influence of microwave irradiation on rocks for microwave-assisted underground excavation","year":2015,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":288,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University","funders":"Natural Resources Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Multiphysics; Microwave; Breakage; Compressive strength; Materials science; Basalt; Fracture (geology); Geotechnical engineering; Composite material; Geology; Engineering; Finite element method; Structural engineering","score_opus":0.013675768058072711,"score_gpt":0.21332267749436692,"score_spread":0.1996469094362942,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2193490888","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968817,0.00054699567,0.0018785134,0.000019035944,0.000006753048,0.000007396987,0.000025004027,0.000018255085,0.00061631866],"genre_scores_gemma":[0.99825937,0.00026546064,0.0010542849,0.000007369998,0.000002151458,0.0000037223733,0.000019917752,0.00000767719,0.00038010872],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999256,0.000016807107,0.0000041704384,0.000009378424,0.000030314019,0.000013706329],"domain_scores_gemma":[0.99978083,0.000110837056,0.000046816964,0.000020771477,0.000028831873,0.00001189738],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017322986,0.00012919263,0.00010981738,0.00011449724,0.00012485035,0.00019284268,0.00012702584,0.00015459227,0.0009786591],"category_scores_gemma":[0.00040481667,0.00009960409,0.000140737,0.00010723458,0.00018304882,0.00014098658,0.00012115864,0.00017657618,0.00014250522],"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":[0.00017671127,0.000016146256,0.0013393182,0.00008080015,0.000008711349,0.00005902024,0.00004984708,0.0007986588,0.9918498,0.000032566913,0.000027468092,0.0055609816],"study_design_scores_gemma":[0.0000067773967,0.00052467076,0.015287724,0.000008111752,0.000025069068,0.00012797062,0.0000882299,0.0011861366,0.9818178,0.000019732559,0.00090297806,0.0000048917072],"about_ca_topic_score_codex":0.0002362937,"about_ca_topic_score_gemma":0.0007344959,"teacher_disagreement_score":0.0009786591,"about_ca_system_score_codex":0.00008615538,"about_ca_system_score_gemma":0.00006097622,"threshold_uncertainty_score":0.0032739043},"labels":[],"label_agreement":null},{"id":"W2227007753","doi":"10.3724/sp.j.1235.2011.00415","title":"Investigation on relations between grain crushing amount and void ratio change of granular materials in one-dimensional compression and creep tests","year":2011,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering 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":true,"ca_institutions":"University of Calgary","funders":"","keywords":"Materials science; Creep; Void ratio; Granular material; Void (composites); Grain size; Composite material; Compression (physics); Compression test; Deformation (meteorology); Geotechnical engineering; Geology","score_opus":0.04137522968379055,"score_gpt":0.2079893206589915,"score_spread":0.16661409097520097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2227007753","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991266,0.00006230124,0.00049938983,0.0000039863494,0.0000011571657,0.0000052933583,0.000079115,0.000016380842,0.00020567168],"genre_scores_gemma":[0.99953413,0.000029512852,0.00026017803,0.0000024934466,4.9273416e-7,0.0000025867475,0.000056373312,0.0000026928155,0.0001115468],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996604,0.000022131766,0.0000297227,0.00005177392,0.00019596901,0.000040109826],"domain_scores_gemma":[0.99741876,0.0009990787,0.00073673256,0.00019550533,0.0005264648,0.00012349243],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002896415,0.00021062604,0.00022509697,0.0008979872,0.000157655,0.00026497577,0.00023771483,0.00025192503,0.00038621988],"category_scores_gemma":[0.001882865,0.00017856597,0.00012453194,0.0008172188,0.00038936254,0.0002680345,0.0001638975,0.0002320357,0.000067772315],"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":[0.0006847527,0.00010277469,0.13657835,0.00016362894,0.000044904937,0.0005073021,0.00038711008,0.0056795105,0.8403345,0.000090230744,0.00007189563,0.015355084],"study_design_scores_gemma":[0.0000070145365,0.0005926406,0.6789539,0.000009370334,0.0000439764,0.00042700206,0.0003077084,0.013521042,0.30572,0.000050264982,0.0003286124,0.00003856465],"about_ca_topic_score_codex":0.0050326004,"about_ca_topic_score_gemma":0.012383708,"teacher_disagreement_score":0.0050326004,"about_ca_system_score_codex":0.0003219251,"about_ca_system_score_gemma":0.00017067364,"threshold_uncertainty_score":0.010006607},"labels":[],"label_agreement":null},{"id":"W2521704197","doi":"10.1016/j.jrmge.2016.09.002","title":"Influence of vertical loads on lateral response of pile foundations in sands and clays","year":2016,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":97,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Geotechnical engineering; Pile; Geology; Homogeneous; Soil water; Structural load; Modulus; Structural engineering; Engineering; Soil science; Geometry; Mathematics","score_opus":0.005577243340843425,"score_gpt":0.20123822409106895,"score_spread":0.19566098075022553,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2521704197","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979054,0.000047364458,0.0011415945,0.000009979065,0.0000058473656,0.0000035848282,0.000026743593,0.00004046651,0.00081916794],"genre_scores_gemma":[0.9996228,0.000023851211,0.00012496868,0.0000031637237,8.4366894e-7,0.0000012457042,0.000014989971,0.0000036731071,0.00020437605],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981123,0.000018859508,0.000010437422,0.000018312361,0.00006264383,0.00007844509],"domain_scores_gemma":[0.99951696,0.0001775003,0.000099851066,0.000041613916,0.00007804857,0.000086028085],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018447948,0.0004481148,0.00026380565,0.000555576,0.0002925787,0.0005025319,0.00020008499,0.00037967038,0.0013675425],"category_scores_gemma":[0.00073334674,0.00021565272,0.00030579817,0.00020511208,0.00042016225,0.0002741725,0.00061272655,0.00021362014,0.00024649478],"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":[0.0011654614,0.00015561463,0.021117898,0.0002749622,0.000075381904,0.0019870964,0.00040672332,0.28004265,0.66937584,0.0005966166,0.00031018266,0.024491565],"study_design_scores_gemma":[0.000046947716,0.0012343451,0.098889306,0.0000710026,0.000094040384,0.00050429377,0.0014230997,0.62202096,0.27375636,0.00063219026,0.0012156316,0.00011187612],"about_ca_topic_score_codex":0.0022538023,"about_ca_topic_score_gemma":0.002898885,"teacher_disagreement_score":0.0022538023,"about_ca_system_score_codex":0.0002119274,"about_ca_system_score_gemma":0.00021985002,"threshold_uncertainty_score":0.004574895},"labels":[],"label_agreement":null},{"id":"W2560108694","doi":"10.1016/j.jrmge.2016.07.006","title":"Explicit reinforcement models for fully-grouted rebar rock bolts","year":2016,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":59,"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 Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rebar; Reinforcement; Rock bolt; Structural engineering; Shear (geology); Hardening (computing); Displacement (psychology); Finite element method; Geotechnical engineering; Engineering; Materials science; Composite material","score_opus":0.012824004183639168,"score_gpt":0.2023918759819413,"score_spread":0.18956787179830215,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2560108694","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4114057,0.0005696192,0.57598674,0.000183252,0.000062773266,0.000088403016,0.00014471881,0.0005648336,0.0109938625],"genre_scores_gemma":[0.9809254,0.00016027135,0.015528722,0.000019027168,0.0000072471844,0.000056874716,0.000035854155,0.00005446067,0.0032121595],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980634,0.000050983886,0.000011062534,0.000034545592,0.00006406099,0.00003306892],"domain_scores_gemma":[0.99960285,0.00014028528,0.00010672861,0.000064844586,0.000060588387,0.00002473855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032259792,0.00051542284,0.00050306646,0.00042709286,0.00021658845,0.00084279885,0.0018512222,0.0011201458,0.0017419676],"category_scores_gemma":[0.0008577769,0.00035685615,0.00045505882,0.0002404995,0.00085235905,0.0007750312,0.00072945154,0.00065420265,0.00034703204],"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":[0.000022278868,0.000025851457,0.00029317001,0.000020465735,0.000005963308,0.000052992476,0.00003507365,0.989407,0.0052739335,0.0028529407,0.000038919672,0.0019714534],"study_design_scores_gemma":[0.0000053946533,0.000025585408,0.00014505436,0.0000045741317,0.0000027333872,0.000017724979,0.000009827331,0.998104,0.0009912993,0.0004259126,0.00026351184,0.0000043254754],"about_ca_topic_score_codex":0.0019726849,"about_ca_topic_score_gemma":0.0018538542,"teacher_disagreement_score":0.0019726849,"about_ca_system_score_codex":0.000500994,"about_ca_system_score_gemma":0.00037734985,"threshold_uncertainty_score":0.0058274865},"labels":[],"label_agreement":null},{"id":"W2606461132","doi":"10.1016/j.jrmge.2017.03.005","title":"A multiphysics-viscoplastic cap model for simulating blast response of cemented tailings backfill","year":2017,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Viscoplasticity; Tailings; Geotechnical engineering; Materials science; Modulus; Geology; Constitutive equation; Engineering; Finite element method; Structural engineering; Composite material; Metallurgy","score_opus":0.015608869823014302,"score_gpt":0.2231161775166071,"score_spread":0.2075073076935928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2606461132","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3809205,0.0012459094,0.5821218,0.0004975664,0.00016896972,0.00030183131,0.0009454911,0.0010263321,0.032771584],"genre_scores_gemma":[0.96947396,0.0004492799,0.019761004,0.000073320545,0.000024779043,0.00030486463,0.00035358555,0.000088926594,0.009470377],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998919,0.000021178883,0.0000062895015,0.000021516424,0.000038056278,0.00002112043],"domain_scores_gemma":[0.9998204,0.00007830357,0.000027801972,0.000013100012,0.00004471118,0.000015733121],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023605837,0.00072846265,0.0005856217,0.0005021311,0.00040849947,0.00084770465,0.0011845576,0.0020631538,0.0020703154],"category_scores_gemma":[0.0005090061,0.0004162619,0.0008904583,0.0003955869,0.00049911,0.0005279344,0.00052167184,0.0007789391,0.00036200343],"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":[0.000015652198,0.000018578035,0.0003070703,0.000025548967,0.0000067380806,0.00006495902,0.000022927647,0.9936691,0.0036713756,0.0009831212,0.00007540591,0.0011395545],"study_design_scores_gemma":[0.000002338096,0.000006403021,0.00006721161,0.0000020054238,0.0000020962436,0.0000056354056,0.0000037307693,0.99929416,0.00032195705,0.00008679367,0.0002053463,0.0000023000698],"about_ca_topic_score_codex":0.013710778,"about_ca_topic_score_gemma":0.0070964694,"teacher_disagreement_score":0.013710778,"about_ca_system_score_codex":0.00061423535,"about_ca_system_score_gemma":0.001134885,"threshold_uncertainty_score":0.027261913},"labels":[],"label_agreement":null},{"id":"W2763432138","doi":"10.1016/j.jrmge.2017.07.001","title":"Analysis of rockburst in tunnels subjected to static and dynamic loads","year":2017,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":141,"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","funders":"Institute of Rock and Soil Mechanics, Chinese Academy of Sciences; Companhia Energética de Minas Gerais; Natural Sciences and Engineering Research Council of Canada; State Key Laboratory of Geomechanics and Geotechnical Engineering; Chinese Academy of Sciences; Vale Canada Limited","keywords":"Classification of discontinuities; Geology; Geotechnical engineering; Excavation; Rock mass classification; Mining engineering","score_opus":0.0071233071330580305,"score_gpt":0.22624726751724403,"score_spread":0.219123960384186,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2763432138","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958404,0.000029747693,0.0035096358,0.0000094520265,0.0000045387746,0.000009186117,0.00011001868,0.00006999097,0.0004170893],"genre_scores_gemma":[0.99855477,0.000028356126,0.001039985,0.0000021182323,7.97034e-7,0.0000066868365,0.00010863557,0.000010102997,0.0002484934],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998535,0.000015759142,0.000011026864,0.000028686189,0.00005394267,0.000036903275],"domain_scores_gemma":[0.999554,0.00012524975,0.00010673041,0.00006566521,0.000078946585,0.00006935073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039644554,0.00033714576,0.0003018219,0.00086821226,0.0002477395,0.00044908636,0.00044110257,0.0005195096,0.0011468601],"category_scores_gemma":[0.00085183507,0.0002332726,0.00037367718,0.00043751788,0.0004377129,0.0004217699,0.00037410008,0.0002604813,0.00012389543],"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":[0.00061180803,0.0003271348,0.13200785,0.00028554464,0.00008731685,0.002303733,0.00071537937,0.760919,0.073733665,0.0012463422,0.00067140284,0.027090827],"study_design_scores_gemma":[0.000017092696,0.0003141869,0.0782684,0.000032902943,0.000026686865,0.00031255098,0.00059244083,0.9098062,0.009683934,0.0004321302,0.000481269,0.000032139524],"about_ca_topic_score_codex":0.0039075674,"about_ca_topic_score_gemma":0.004109133,"teacher_disagreement_score":0.0039075674,"about_ca_system_score_codex":0.00019961908,"about_ca_system_score_gemma":0.0002573151,"threshold_uncertainty_score":0.0077696443},"labels":[],"label_agreement":null},{"id":"W2765929829","doi":"10.1016/j.jrmge.2017.07.002","title":"Voussoir beam model for lower strong roof strata movement in longwall mining – Case study","year":2017,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"National Natural Science Foundation of China","keywords":"Roof; Shield; Longwall mining; Geology; Coal mining; Mining engineering; Beam (structure); Geotechnical engineering; Drill; Coal; Petrology; Structural engineering; Engineering","score_opus":0.02298623695951942,"score_gpt":0.2522998785250824,"score_spread":0.22931364156556297,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765929829","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8196824,0.00030917424,0.16901827,0.00021221234,0.000035329216,0.00009258502,0.0004028681,0.0003147796,0.0099323355],"genre_scores_gemma":[0.9894274,0.00011258545,0.006697028,0.000014963096,0.000004951421,0.000064569445,0.00012233791,0.000028712477,0.0035275212],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998572,0.00004296912,0.000007817172,0.000029898634,0.000028551549,0.00003343851],"domain_scores_gemma":[0.9997868,0.000087501576,0.00004062087,0.000018137105,0.000050105573,0.000016878947],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046421879,0.0005493019,0.00046356657,0.0004603739,0.0003881057,0.0006078859,0.0012341916,0.0016344867,0.0019224553],"category_scores_gemma":[0.00053578155,0.0004517783,0.000633394,0.0003845618,0.00038286744,0.00032871525,0.00048461548,0.00036490755,0.00027863812],"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":[0.000044025324,0.000023079603,0.004488357,0.000015808495,0.000009557516,0.0002522482,0.00005695589,0.98941445,0.0024267356,0.0007306568,0.0001415574,0.0023966033],"study_design_scores_gemma":[0.0000038325215,0.000015923053,0.0008369185,0.0000027475187,0.0000030079227,0.00002043837,0.000023438071,0.9986136,0.00021726395,0.00012445604,0.00013492863,0.000003432097],"about_ca_topic_score_codex":0.024730166,"about_ca_topic_score_gemma":0.014159661,"teacher_disagreement_score":0.024730166,"about_ca_system_score_codex":0.0004418685,"about_ca_system_score_gemma":0.0007266963,"threshold_uncertainty_score":0.04917246},"labels":[],"label_agreement":null},{"id":"W2768131975","doi":"10.1016/j.jrmge.2017.09.003","title":"Volumetric analysis of rock mass instability around haulage drifts in underground mines","year":2017,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Haulage; Geology; Stoping; Rock mass classification; Mining engineering; Geotechnical engineering; Pillar; Instability; Shield; Shear (geology); Petrology; Engineering","score_opus":0.012891401453898001,"score_gpt":0.22555433735430713,"score_spread":0.21266293590040913,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2768131975","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969177,0.000020624595,0.002562431,0.00000502523,0.0000010150058,0.000009149386,0.000053827283,0.000027539547,0.00040257355],"genre_scores_gemma":[0.99919623,0.000015040325,0.00063188124,0.000001160064,6.696146e-7,0.0000034277157,0.000050918527,0.0000032865833,0.00009738498],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990463,0.0000059852196,0.000004365125,0.000016202668,0.000044942433,0.000023827355],"domain_scores_gemma":[0.99980515,0.00005213949,0.00004852516,0.000011709594,0.000056425823,0.000026083484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018035136,0.00024756146,0.00022604804,0.0014692827,0.00030859833,0.00066541217,0.0004256362,0.00025820403,0.000335074],"category_scores_gemma":[0.00057465554,0.00016713735,0.00024357352,0.00060435565,0.00047033117,0.00021268529,0.00033243658,0.00015091957,0.000053794163],"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":[0.00040226942,0.0001662822,0.21087047,0.00011368381,0.00008509605,0.00085548835,0.000842365,0.5675988,0.18053865,0.0016145614,0.00018495941,0.03672734],"study_design_scores_gemma":[0.000010181985,0.00014163957,0.20335926,0.000016307677,0.00002885827,0.0001642205,0.0006615922,0.7788481,0.015888575,0.0004433751,0.0004013651,0.000036469035],"about_ca_topic_score_codex":0.014185636,"about_ca_topic_score_gemma":0.017336946,"teacher_disagreement_score":0.014185636,"about_ca_system_score_codex":0.000603764,"about_ca_system_score_gemma":0.000358863,"threshold_uncertainty_score":0.02820611},"labels":[],"label_agreement":null},{"id":"W2770491150","doi":"10.1016/j.jrmge.2017.08.002","title":"Time-dependent dilatancy for brittle rocks","year":2017,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Changjiang Scholar Program of Chinese Ministry of Education; Nanjing University of Science and Technology; National Natural Science Foundation of China","keywords":"Dilatant; Brittleness; Geotechnical engineering; Creep; Stress (linguistics); Geology; Ultimate tensile strength; Compression (physics); Materials science; Mechanics; Composite material; Physics","score_opus":0.009568164416145521,"score_gpt":0.21513012140293133,"score_spread":0.2055619569867858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2770491150","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21605149,0.0047017885,0.75951487,0.0005079704,0.000095733434,0.00012641732,0.00013994961,0.00041950628,0.018442165],"genre_scores_gemma":[0.96316403,0.0027928324,0.025832627,0.00009518118,0.00007024274,0.00008126447,0.000095613694,0.00010644855,0.007761665],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997738,0.00002826927,0.00001044216,0.00005634469,0.00009807242,0.000033043256],"domain_scores_gemma":[0.999052,0.00041714188,0.0002173529,0.00010284801,0.00016608431,0.00004455564],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034711673,0.00047161453,0.00031402515,0.0011225743,0.00037097515,0.0004586199,0.0008206145,0.0006379031,0.001713882],"category_scores_gemma":[0.0024652292,0.0002617148,0.00059144426,0.000313268,0.0011488567,0.0014624547,0.0005572495,0.00088785525,0.00023498677],"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":[0.000062196,0.00011113709,0.003963214,0.00048660202,0.00003064901,0.0015066755,0.00078069564,0.4698895,0.13335244,0.35561982,0.0010060753,0.033191014],"study_design_scores_gemma":[0.0000041293147,0.00003526627,0.0010478158,0.000016680511,0.000005520377,0.00022954009,0.000038814433,0.96434927,0.00625854,0.026591038,0.001399031,0.000024348521],"about_ca_topic_score_codex":0.0019697226,"about_ca_topic_score_gemma":0.001226303,"teacher_disagreement_score":0.0019697226,"about_ca_system_score_codex":0.0007916937,"about_ca_system_score_gemma":0.00036814416,"threshold_uncertainty_score":0.005744219},"labels":[],"label_agreement":null},{"id":"W2789447955","doi":"10.1016/j.jrmge.2017.11.006","title":"Numerical modeling of time-dependent deformation and induced stresses in concrete pipes constructed in Queenston shale using micro-tunneling technique","year":2018,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Quantum tunnelling; Geotechnical engineering; Oil shale; Parametric statistics; Materials science; Deformation (meteorology); Finite element method; Ultimate tensile strength; Grout; Structural engineering; Stress (linguistics); Geology; Engineering; Composite material","score_opus":0.010406790340200364,"score_gpt":0.2119139040772385,"score_spread":0.20150711373703814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2789447955","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97607124,0.00008344615,0.021480324,0.00006621524,0.000009352412,0.000023397839,0.000084809966,0.00006998708,0.0021112976],"genre_scores_gemma":[0.9949379,0.000056557106,0.0041609597,0.0000034046323,8.5132933e-7,0.000014523958,0.000025320933,0.000004790594,0.00079568184],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999448,0.000008182518,0.000004956766,0.000012657607,0.000020163858,0.000009210836],"domain_scores_gemma":[0.99980956,0.00008483022,0.000046136614,0.000018369772,0.000027255386,0.000013800441],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019429835,0.00020211845,0.00019665272,0.00025764998,0.00023958109,0.00034728853,0.00049509003,0.000684397,0.0009176172],"category_scores_gemma":[0.0003569356,0.00021763593,0.00033490092,0.00023521521,0.00048771602,0.00026996236,0.00023683932,0.00025922398,0.00010141153],"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":[0.000045195073,0.00004097037,0.00470299,0.00004841229,0.0000070486735,0.00021520707,0.00009764231,0.9603121,0.030189639,0.000689935,0.000049945585,0.003600818],"study_design_scores_gemma":[0.000003140502,0.000033516168,0.0017865695,0.0000032109997,0.0000028705965,0.000025690142,0.000029554258,0.99589765,0.0020784908,0.000058217633,0.000076188764,0.0000049987616],"about_ca_topic_score_codex":0.010361921,"about_ca_topic_score_gemma":0.011710308,"teacher_disagreement_score":0.010361921,"about_ca_system_score_codex":0.0004714666,"about_ca_system_score_gemma":0.0006403231,"threshold_uncertainty_score":0.02060318},"labels":[],"label_agreement":null},{"id":"W2809378179","doi":"10.1016/j.jrmge.2018.05.002","title":"The relationship between diameter and depth of potholes eroded by running water","year":2018,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pothole (geology); Geology; Sediment; Geomorphology; Erosion; Abrasion (mechanical); Stream power; Grinding; Bedrock; Hydrology (agriculture); Canyon; Aggradation; Fluvial; Mineralogy; Geotechnical engineering; Materials science","score_opus":0.0104317611686647,"score_gpt":0.21134909109472644,"score_spread":0.20091732992606173,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809378179","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99726236,0.0001323945,0.001103365,0.00000934148,0.000004133643,0.0000057498255,0.00057669624,0.000038732287,0.0008672833],"genre_scores_gemma":[0.9986903,0.000054628956,0.0006358057,0.0000032220253,0.0000031671996,0.000006740743,0.0003629149,0.0000056894287,0.00023748823],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99970144,0.000028609926,0.000034901837,0.000110032815,0.00006533256,0.00005971988],"domain_scores_gemma":[0.9982231,0.00069137826,0.0006234635,0.00008004059,0.00024613808,0.00013590752],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022968993,0.00028418069,0.0001931975,0.0010545854,0.00017391935,0.00041510936,0.0003675263,0.0002405073,0.0011139802],"category_scores_gemma":[0.0019312927,0.0002654623,0.00027850372,0.0009773248,0.0004201813,0.0006698897,0.0005852858,0.00015698416,0.00022124399],"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":[0.00015090358,0.000013759877,0.964373,0.00007466137,0.000045240125,0.00023120405,0.0004048907,0.0016257511,0.019639509,0.00011172143,0.00011922198,0.013210107],"study_design_scores_gemma":[0.0000030558272,0.00004553745,0.9962852,0.0000042112824,0.000012369529,0.00023535365,0.00019357837,0.00085508946,0.0017725868,0.000049997554,0.0005326036,0.000010367192],"about_ca_topic_score_codex":0.00314474,"about_ca_topic_score_gemma":0.010352858,"teacher_disagreement_score":0.00314474,"about_ca_system_score_codex":0.00035220568,"about_ca_system_score_gemma":0.00021886054,"threshold_uncertainty_score":0.006252885},"labels":[],"label_agreement":null},{"id":"W2903202748","doi":"10.1016/j.jrmge.2018.06.010","title":"Determining relative block structure rating for rock erodibility evaluation in the case of non-orthogonal joint sets","year":2018,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université du Québec à Chicoutimi","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; Hydro-Québec","keywords":"Joint (building); Block (permutation group theory); Discontinuity (linguistics); Geological Strength Index; Rock mass classification; Geology; Geotechnical engineering; Shear (geology); Rock mass rating; Shear strength (soil); Mathematics; Geometry; Structural engineering; Soil science; Petrology; Engineering; Mathematical analysis; Soil water","score_opus":0.015482896134168648,"score_gpt":0.25406851702482436,"score_spread":0.23858562089065571,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903202748","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5897952,0.00095782406,0.39681074,0.000075133015,0.00006268231,0.00035193394,0.0004426742,0.00053707213,0.010966834],"genre_scores_gemma":[0.8819993,0.00032146374,0.11544192,0.000012165373,0.000012469696,0.00011781085,0.00034326385,0.00003348298,0.0017180977],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9976191,0.000294354,0.0002206006,0.00020523446,0.0015282023,0.00013248356],"domain_scores_gemma":[0.9950401,0.0015118981,0.0007677081,0.00032236156,0.0022062382,0.00015170203],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021187367,0.000768821,0.00062364415,0.004383256,0.00036973692,0.00084267405,0.00072672573,0.0006265434,0.001776028],"category_scores_gemma":[0.0063623013,0.00026859113,0.0004981955,0.0018363423,0.00049065554,0.0011200487,0.00074213505,0.00035866702,0.0007653499],"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":[0.0005409569,0.0002845417,0.1785173,0.0010764787,0.00015558401,0.0015685565,0.0017352407,0.04693814,0.26129538,0.0065550623,0.0025986917,0.49873406],"study_design_scores_gemma":[0.000043741948,0.0013889476,0.3118345,0.00017767576,0.00028927714,0.0023189562,0.0021307545,0.48519903,0.1773623,0.00564228,0.013309773,0.00030278193],"about_ca_topic_score_codex":0.0016832559,"about_ca_topic_score_gemma":0.0053117773,"teacher_disagreement_score":0.004383256,"about_ca_system_score_codex":0.00036018773,"about_ca_system_score_gemma":0.0004916949,"threshold_uncertainty_score":0.011205077},"labels":[],"label_agreement":null},{"id":"W2903373924","doi":"10.1016/j.jrmge.2018.07.007","title":"Investigation of rockfall-prone road cut slope near Lengpui Airport, Mizoram, India","year":2018,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":66,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"Ministry of Earth Sciences","keywords":"Rockfall; Geology; Landslide; Hazard analysis; Cliff; Hazard; Geotechnical engineering; Engineering","score_opus":0.00647247689019112,"score_gpt":0.190154289452903,"score_spread":0.18368181256271188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903373924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99837494,0.0000883699,0.00029517236,0.000021463056,0.000006181077,0.000014377287,0.00015897164,0.000022146627,0.0010183442],"genre_scores_gemma":[0.9990466,0.00007441969,0.00034491927,0.000008441879,0.0000037260838,0.0000060548755,0.00014078806,0.000004124225,0.0003710133],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.999796,0.000018657645,0.000010643495,0.000032581305,0.00009163947,0.000050573624],"domain_scores_gemma":[0.99971086,0.00003142844,0.00006637254,0.000018139499,0.00013535195,0.000037748174],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000108366025,0.00027756375,0.00029692592,0.0014129182,0.0008203467,0.0008394459,0.0004607717,0.0004087836,0.0008951834],"category_scores_gemma":[0.00033764032,0.00017743712,0.00021482115,0.0009872452,0.00030791858,0.00029628404,0.00031419285,0.00024339872,0.00026707383],"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":[0.00018270608,0.00017255572,0.9264174,0.0002630067,0.00006302236,0.009321321,0.0028870832,0.004090906,0.027912473,0.0002485177,0.0011847407,0.027256222],"study_design_scores_gemma":[0.000003899998,0.00017701153,0.9841435,0.00004214493,0.000030207299,0.0011809495,0.0071043284,0.0035799707,0.0021732235,0.00008814521,0.00145656,0.000020014097],"about_ca_topic_score_codex":0.0135129895,"about_ca_topic_score_gemma":0.04446138,"teacher_disagreement_score":0.0135129895,"about_ca_system_score_codex":0.00024760774,"about_ca_system_score_gemma":0.00037421528,"threshold_uncertainty_score":0.026868701},"labels":[],"label_agreement":null},{"id":"W2953578162","doi":"10.1016/j.jrmge.2019.04.002","title":"A method to determine relevant geomechanical parameters for evaluating the hydraulic erodibility of rock","year":2019,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université du Québec à Chicoutimi","funders":"Natural Sciences and Engineering Research Council of Canada; Hydro-Québec","keywords":"Geology; Geotechnical engineering; Erosion; Block (permutation group theory); Joint (building); Rock mass classification; Compressive strength; Flow (mathematics); Shear (geology); Petrology; Engineering; Geomorphology; Mathematics; Geometry","score_opus":0.02048101086001102,"score_gpt":0.2713275259941575,"score_spread":0.25084651513414646,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2953578162","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0036127195,0.00012099173,0.99343795,0.000029389106,0.000029226101,0.00020550456,0.0003143469,0.0010437762,0.0012061179],"genre_scores_gemma":[0.03182077,0.00014760226,0.9649302,0.00002653894,0.000011788381,0.0006825554,0.00037632344,0.00011534699,0.0018889077],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99835217,0.00022359943,0.00014751195,0.0003795941,0.00084438355,0.00005284801],"domain_scores_gemma":[0.99675083,0.0011248714,0.00041333598,0.00039078254,0.001259889,0.000060232574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017584967,0.0012729573,0.0008593336,0.003840438,0.00065314013,0.0012040335,0.0010835165,0.0011962781,0.005166437],"category_scores_gemma":[0.0060854456,0.00075049815,0.0008716294,0.002607015,0.0005899236,0.0011667035,0.0010685297,0.001195146,0.0020604322],"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":[0.00017528803,0.0002520912,0.011026959,0.0011804549,0.00016510628,0.00029452413,0.00044311347,0.028101139,0.16830565,0.013501271,0.006837604,0.76971674],"study_design_scores_gemma":[0.00014879655,0.0005211883,0.024416596,0.00027501571,0.00023634355,0.0018131816,0.00040512896,0.7073255,0.18502115,0.01380174,0.06560532,0.00043008226],"about_ca_topic_score_codex":0.0024851544,"about_ca_topic_score_gemma":0.0035510547,"teacher_disagreement_score":0.005166437,"about_ca_system_score_codex":0.00048740048,"about_ca_system_score_gemma":0.001479401,"threshold_uncertainty_score":0.01728344},"labels":[],"label_agreement":null},{"id":"W2971888669","doi":"10.1016/j.jrmge.2019.04.005","title":"Deformation and failure characteristics and fracture evolution of cryptocrystalline basalt","year":2019,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":43,"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":"Atomic Energy of Canada Limited; Youth Innovation Promotion Association of the Chinese Academy of Sciences; Yalong River Joint Fund; Chinese Academy of Sciences; National Natural Science Foundation of China","keywords":"Basalt; Materials science; Pebble; Composite material; Geology; Geotechnical engineering; Geochemistry","score_opus":0.003062732355444974,"score_gpt":0.1704286748894537,"score_spread":0.16736594253400874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2971888669","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994985,0.00003086487,0.000096010874,0.0000027461429,6.5608236e-7,0.0000029763364,0.0001229098,0.0000041412763,0.00024119274],"genre_scores_gemma":[0.9994765,0.00002116316,0.00010436631,0.000002351406,6.5283297e-7,0.0000021694564,0.00015886562,0.0000016973555,0.00023235529],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998907,0.0000031500522,0.000007759684,0.000036360325,0.000047099555,0.000015018546],"domain_scores_gemma":[0.99983335,0.000018652685,0.00004312459,0.000012734627,0.000061645886,0.0000305272],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012877115,0.00023539737,0.0001796516,0.0010022866,0.00025860118,0.00023792773,0.0002398725,0.00029875463,0.0007160321],"category_scores_gemma":[0.00021797442,0.00011984219,0.00015284993,0.00056336814,0.00029999448,0.00016209373,0.00010882414,0.00018131659,0.00011225068],"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":[0.00032587996,0.00007314653,0.23659097,0.00011740174,0.000031280462,0.0010072753,0.00037638235,0.0045856624,0.74407357,0.00016208594,0.0001462923,0.012510014],"study_design_scores_gemma":[0.000009275026,0.00018356298,0.94693744,0.0000064976584,0.000010809614,0.00042577184,0.00020754023,0.0064556855,0.045390297,0.00003946251,0.00031696548,0.00001662051],"about_ca_topic_score_codex":0.010512046,"about_ca_topic_score_gemma":0.016232513,"teacher_disagreement_score":0.010512046,"about_ca_system_score_codex":0.0003092501,"about_ca_system_score_gemma":0.00015761485,"threshold_uncertainty_score":0.02090174},"labels":[],"label_agreement":null},{"id":"W2976039609","doi":"10.1016/j.jrmge.2019.06.007","title":"Damage smear method for rock failure process analysis","year":2019,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":35,"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":"Fundamental Research Funds for the Central Universities; State Key Laboratory for GeoMechanics and Deep Underground Engineering; China University of Mining and Technology; National Natural Science Foundation of China","keywords":"Mesoscopic physics; Representative elementary volume; Coalescence (physics); Finite element method; Structural engineering; Solver; Scale (ratio); Constitutive equation; Geology; Rock mechanics; Geotechnical engineering; Computer science; Engineering; Physics","score_opus":0.006340556924188309,"score_gpt":0.23248206142853362,"score_spread":0.2261415045043453,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2976039609","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0068711042,0.000086428015,0.9909136,0.000020574395,0.000015144327,0.000028710612,0.00010060593,0.00079270016,0.0011709791],"genre_scores_gemma":[0.43547264,0.00038750464,0.55498517,0.0000638776,0.000038057704,0.00035990516,0.00066900224,0.0004007024,0.0076231896],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998605,0.000019112555,0.000008757336,0.000022823004,0.00007692604,0.000011959841],"domain_scores_gemma":[0.9997824,0.000068679954,0.000032383967,0.000034411754,0.00006956625,0.00001251306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029591477,0.0004721806,0.00038864903,0.0008726589,0.00026477323,0.00030925925,0.00074646564,0.00044569676,0.0048236153],"category_scores_gemma":[0.00058934104,0.00022134674,0.00068041234,0.00046944234,0.0002676596,0.0004533201,0.00045465014,0.00054336945,0.0008137801],"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":[0.000087014596,0.00009528536,0.005101615,0.00033381116,0.0000841228,0.00021972839,0.0003030854,0.66171414,0.05050366,0.031721197,0.0042059054,0.24563037],"study_design_scores_gemma":[0.0000043449686,0.000017007947,0.00053564546,0.000007904912,0.000006976746,0.000052583728,0.000014678247,0.99148095,0.0022725812,0.00209926,0.003500823,0.000007256578],"about_ca_topic_score_codex":0.002867077,"about_ca_topic_score_gemma":0.0026817904,"teacher_disagreement_score":0.0048236153,"about_ca_system_score_codex":0.00033138698,"about_ca_system_score_gemma":0.0006740273,"threshold_uncertainty_score":0.016136646},"labels":[],"label_agreement":null},{"id":"W3014382027","doi":"10.1016/j.jrmge.2019.07.017","title":"Water-induced softening behavior of clay-rich sandstone in Lanzhou Water Supply Project, China","year":2020,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":47,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"National Key Research and Development Program of China; Natural Science Foundation of Hubei Province; Chinese Academy of Sciences; The World Academy of Sciences; National Natural Science Foundation of China","keywords":"Durability; Softening; Geotechnical engineering; Saturation (graph theory); Geology; Montmorillonite; Scanning electron microscope; Elastic modulus; Mineralogy; Materials science; Composite material","score_opus":0.010697206227542352,"score_gpt":0.20731971246636313,"score_spread":0.19662250623882077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3014382027","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99974936,0.000021634105,0.000048729926,0.0000042298643,6.1251666e-7,0.0000021549936,0.000038975573,0.000002570556,0.0001316849],"genre_scores_gemma":[0.9995115,0.000017802071,0.0000696936,0.0000042711886,6.666383e-7,0.0000030981414,0.0000682321,0.0000010781238,0.0003236342],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998878,0.000007969576,0.0000083647965,0.000032729306,0.000037601527,0.000025548356],"domain_scores_gemma":[0.9998776,0.000010963794,0.000032406268,0.000005344687,0.00004712203,0.000026594307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015500188,0.00024983325,0.00021235923,0.0009500888,0.00054088753,0.00028689866,0.00021508371,0.00022849144,0.0006106404],"category_scores_gemma":[0.000121924255,0.00022522644,0.0002463935,0.00051494135,0.0002783864,0.00018443077,0.00026581457,0.00011626385,0.00007932073],"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":[0.00035127287,0.00012448111,0.56440353,0.00015449316,0.0000826496,0.001512934,0.001783102,0.0015132385,0.41675413,0.00009795358,0.0002001628,0.013022004],"study_design_scores_gemma":[0.000005885025,0.00011018465,0.98231584,0.000004273394,0.000020147418,0.00009590434,0.00074975344,0.0013074604,0.014990057,0.00002009764,0.0003703526,0.0000099252275],"about_ca_topic_score_codex":0.042313837,"about_ca_topic_score_gemma":0.10663743,"teacher_disagreement_score":0.042313837,"about_ca_system_score_codex":0.0005097839,"about_ca_system_score_gemma":0.00043006177,"threshold_uncertainty_score":0.084135115},"labels":[],"label_agreement":null},{"id":"W3015443533","doi":"10.1016/j.jrmge.2019.11.004","title":"Factor of safety of strain-softening slopes","year":2020,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":65,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; Klohn Crippen Berger (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Strength reduction; Cohesion (chemistry); Softening; Geotechnical engineering; Residual strength; Geological Strength Index; Safety factor; Shear strength (soil); Factor of safety; Materials science; Mohr–Coulomb theory; Structural engineering; Plasticity; Geology; Composite material; Engineering; Rock mass classification; Finite element method","score_opus":0.007792019589018471,"score_gpt":0.18104549335984055,"score_spread":0.17325347377082206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3015443533","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93644243,0.00018671357,0.059798297,0.000019055557,0.0000060935777,0.00002991725,0.00020550682,0.00022253413,0.0030894876],"genre_scores_gemma":[0.9972218,0.000028905182,0.0024125702,0.0000011016677,0.0000013879448,0.0000028839029,0.00007317298,0.000020987054,0.00023721004],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996051,0.00005060015,0.000022619668,0.000069823946,0.0002097158,0.000042065654],"domain_scores_gemma":[0.9976915,0.0007811784,0.00046983754,0.00025671834,0.00073243026,0.0000684405],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054883666,0.00042844936,0.00035659294,0.0014929454,0.00026457614,0.0005218581,0.00033686112,0.00022441379,0.0012482378],"category_scores_gemma":[0.0033029683,0.00018457431,0.00043819193,0.00063090934,0.0003550532,0.00050064,0.00033816474,0.00025932855,0.00032057046],"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":[0.0011305143,0.000072995776,0.15221491,0.00028539888,0.00009110168,0.0007570093,0.0004746446,0.24970359,0.39192072,0.00588155,0.0003813916,0.19708616],"study_design_scores_gemma":[0.000032424894,0.001079241,0.19115582,0.000035911562,0.00009518834,0.0012763916,0.0003078927,0.4554613,0.34167528,0.006141108,0.0026255287,0.00011385611],"about_ca_topic_score_codex":0.0018636573,"about_ca_topic_score_gemma":0.0013485843,"teacher_disagreement_score":0.0018636573,"about_ca_system_score_codex":0.0003542288,"about_ca_system_score_gemma":0.0003517894,"threshold_uncertainty_score":0.004175782},"labels":[],"label_agreement":null},{"id":"W3021402849","doi":"10.1016/j.jrmge.2020.04.001","title":"Effective thermal conductivity of an intact heterogeneous limestone","year":2020,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","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":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia; Australian Renewable Energy Agency; Nuclear Waste Management Organization","keywords":"Calcite; Thermal conductivity; Quartz; Dolomite; Thermal conduction; Geology; Porosity; Mineralogy; Thermal; Radioactive waste; Geotechnical engineering; Materials science; Composite material; Thermodynamics; Chemistry","score_opus":0.009598444680466448,"score_gpt":0.20561704250973156,"score_spread":0.19601859782926512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3021402849","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9916848,0.00009103299,0.0060100923,0.000008264129,0.0000016378689,0.000008404459,0.000054452506,0.000029401464,0.0021118454],"genre_scores_gemma":[0.99936396,0.000020616331,0.00040595926,0.0000013151192,6.04673e-7,0.0000021233157,0.000022379563,0.0000021285953,0.0001810156],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998913,0.000014399247,0.00000526628,0.00003814262,0.00002977025,0.00002114077],"domain_scores_gemma":[0.9998067,0.00009955924,0.000029540866,0.000016427972,0.000033163302,0.000014611856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020111863,0.0002488322,0.0001941789,0.0007078565,0.00016964322,0.0005880102,0.00030365094,0.00020288207,0.0006337626],"category_scores_gemma":[0.0006109419,0.0002039317,0.00012167234,0.0002997109,0.000553479,0.00034216166,0.0002974056,0.00010407202,0.00008586921],"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":[0.00064819277,0.00008906104,0.06196913,0.00019364097,0.00008362825,0.0017198353,0.00030094187,0.3376208,0.5737648,0.0047779996,0.00011787379,0.018714074],"study_design_scores_gemma":[0.00006125659,0.0003381859,0.14235291,0.000034280136,0.00008310804,0.0010615588,0.00053956284,0.5666347,0.28466433,0.002686196,0.0014659098,0.00007800438],"about_ca_topic_score_codex":0.0016928794,"about_ca_topic_score_gemma":0.0019982422,"teacher_disagreement_score":0.0016928794,"about_ca_system_score_codex":0.00043216944,"about_ca_system_score_gemma":0.00018924713,"threshold_uncertainty_score":0.003366053},"labels":[],"label_agreement":null},{"id":"W3024896421","doi":"10.1016/j.jrmge.2019.07.018","title":"An in situ monitoring campaign of a hard rock pillar at great depth within a Canadian mine","year":2020,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Extensometer; Geology; Borehole; Rock mass classification; Pillar; Displacement (psychology); Geotechnical engineering; Mining engineering; Stoping; Seismology; Materials science; Structural engineering; Engineering; Composite material","score_opus":0.014566286282334187,"score_gpt":0.20433965604449633,"score_spread":0.18977336976216214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3024896421","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996007,0.00010436459,0.000598584,0.00004949304,0.0000074999602,0.000040523373,0.00079879886,0.0000375388,0.0023563015],"genre_scores_gemma":[0.99325997,0.00020249381,0.0032382067,0.000051194158,0.0000070738915,0.000028616796,0.0008053491,0.000013740128,0.0023933577],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99950933,0.0000087298995,0.0000069501534,0.000093855706,0.00027304154,0.00010813188],"domain_scores_gemma":[0.9996698,0.000015486145,0.000025163334,0.000011230066,0.00021825028,0.00006010205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020648408,0.000488153,0.00047624815,0.001305557,0.0020715324,0.00071665266,0.00085023465,0.00062181137,0.00069563667],"category_scores_gemma":[0.00035924776,0.00024360884,0.0002520449,0.0016618557,0.00052480266,0.00027955428,0.00068052683,0.0005214899,0.00019402806],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00048768087,0.00036709345,0.44804397,0.0003637093,0.00016591296,0.0022583073,0.0053008846,0.0067251073,0.46288064,0.0004975953,0.0022388885,0.07067025],"study_design_scores_gemma":[0.000019199582,0.00014480979,0.97625524,0.000027962122,0.00004536597,0.0001517375,0.0016206587,0.0062154615,0.011673167,0.00004032436,0.0037674347,0.000038638947],"about_ca_topic_score_codex":0.8485185,"about_ca_topic_score_gemma":0.95772773,"teacher_disagreement_score":0.15148151,"about_ca_system_score_codex":0.0037072143,"about_ca_system_score_gemma":0.005168305,"threshold_uncertainty_score":0.30474716},"labels":[],"label_agreement":null},{"id":"W3041403983","doi":"10.1016/j.jrmge.2020.04.004","title":"Hydro-mechanical interaction effects and channelling in three-dimensional fracture networks undergoing growth and nucleation","year":2020,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":44,"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":"Natural Environment Research Council; Engineering and Physical Sciences Research Council; Svensk Kärnbränslehantering; Sight Research UK; Royal Society; Nuclear Waste Management Organization","keywords":"Fracture (geology); Nucleation; Mechanics; Geology; Channelling; Perpendicular; Context (archaeology); Flow (mathematics); Interconnectivity; Stress field; Materials science; Geometry; Geotechnical engineering; Structural engineering; Physics; Mathematics; Computer science; Engineering","score_opus":0.00623126804639671,"score_gpt":0.18581713052792403,"score_spread":0.17958586248152733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3041403983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99307466,0.000085534346,0.005964422,0.000033523214,0.0000031063587,0.000007866192,0.000035408215,0.00005537105,0.00074012694],"genre_scores_gemma":[0.99923956,0.000022898254,0.0005954677,0.0000027498388,9.997921e-7,0.000003898831,0.00001535959,0.000004754568,0.00011435345],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989974,0.000017090544,0.000004837714,0.000020433024,0.000026203965,0.000031622727],"domain_scores_gemma":[0.9992761,0.0004331369,0.0001432959,0.000029671915,0.000045577166,0.00007218783],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020515552,0.0001487772,0.00016648934,0.0003637995,0.00032841516,0.0005222156,0.00026979457,0.0003298592,0.00051525683],"category_scores_gemma":[0.0009332222,0.00016947846,0.00019409394,0.00018485067,0.0007544175,0.00042020733,0.00025638822,0.00023431717,0.000043869873],"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":[0.00025911402,0.00012001454,0.014878901,0.00007219063,0.000025047852,0.00043199837,0.0003272189,0.8216135,0.14649493,0.0071010143,0.00019725086,0.008478802],"study_design_scores_gemma":[0.000015417363,0.000064151835,0.012680333,0.000005720403,0.000009489715,0.00009322259,0.000094108604,0.96023256,0.024399469,0.0020559994,0.00032556689,0.000023895533],"about_ca_topic_score_codex":0.0027584133,"about_ca_topic_score_gemma":0.0026926463,"teacher_disagreement_score":0.0027584133,"about_ca_system_score_codex":0.0007339564,"about_ca_system_score_gemma":0.00027197253,"threshold_uncertainty_score":0.0054846406},"labels":[],"label_agreement":null},{"id":"W3082070767","doi":"10.1016/j.jrmge.2020.06.004","title":"Influence of degree of interlock on confined strength of jointed hard rock masses","year":2020,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":28,"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; Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geological Strength Index; Rock mass classification; Brittleness; Geology; Joint (building); Geotechnical engineering; Block (permutation group theory); Homogeneous; Strength reduction; Geometry; Finite element method; Structural engineering; Materials science; Physics; Composite material; Engineering","score_opus":0.0177888560997641,"score_gpt":0.2076414583518186,"score_spread":0.1898526022520545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3082070767","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971444,0.00004537609,0.002047183,0.000006123997,0.0000017371308,0.0000040149707,0.000026557855,0.000023270142,0.00070122135],"genre_scores_gemma":[0.99963033,0.000016889282,0.0002540945,0.000001171125,2.6919744e-7,0.0000017223256,0.000013252745,0.000003413058,0.00007880442],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998142,0.000029828088,0.000015706879,0.00004144855,0.000057221256,0.00004163205],"domain_scores_gemma":[0.9992176,0.00044667977,0.00011432543,0.00009546154,0.00005904256,0.000066741355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031235247,0.00031120869,0.00034556503,0.0005385746,0.00020952239,0.0006899892,0.00046673705,0.00040383652,0.0008636268],"category_scores_gemma":[0.0014256062,0.00024987257,0.0003636431,0.00031642636,0.0008653227,0.00045850672,0.0005180844,0.0002412015,0.00008588747],"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":[0.0003381312,0.00011097119,0.03004317,0.000103150065,0.000054944678,0.00046890974,0.00018717186,0.8640288,0.095509514,0.0008019592,0.00005502018,0.008298129],"study_design_scores_gemma":[0.000030865303,0.0004943152,0.03730923,0.000018640905,0.000065485714,0.00019529345,0.00025590934,0.91808915,0.042741865,0.00040236642,0.00036055958,0.00003637557],"about_ca_topic_score_codex":0.0030061086,"about_ca_topic_score_gemma":0.003513214,"teacher_disagreement_score":0.0030061086,"about_ca_system_score_codex":0.00022724847,"about_ca_system_score_gemma":0.00027714862,"threshold_uncertainty_score":0.0059772134},"labels":[],"label_agreement":null},{"id":"W3088480864","doi":"10.1016/j.jrmge.2020.08.003","title":"A new interpretation for formation of orthogonal joints in quartz sandstone","year":2020,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geology; Bedding; Joint (building); Perpendicular; Geometry; Coring; Bed; Compression (physics); Structural engineering; Anisotropy; Mathematics; Materials science; Engineering","score_opus":0.00634915048761111,"score_gpt":0.20016313771484454,"score_spread":0.19381398722723342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3088480864","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14056312,0.0023404234,0.69625765,0.0037041174,0.0028141476,0.00023924759,0.00092246657,0.0015854781,0.15157339],"genre_scores_gemma":[0.82246906,0.00083729,0.15774818,0.0006475058,0.000545499,0.00013724617,0.00043513664,0.0003009053,0.016879123],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.99961406,0.00004834112,0.000036917667,0.00016072912,0.00007512252,0.0000649109],"domain_scores_gemma":[0.99969685,0.00006129964,0.00005856157,0.000069590555,0.000074661046,0.000039229224],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036951495,0.00064287573,0.00034157676,0.001394255,0.0015925687,0.0019850847,0.0011046797,0.0016774045,0.009632789],"category_scores_gemma":[0.0013496265,0.00033841035,0.00069489167,0.0009399936,0.005187702,0.002615369,0.0015212862,0.001422493,0.00085597904],"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":[0.00018629452,0.00005682691,0.0139438305,0.00036275783,0.000031183987,0.0030048927,0.0056626103,0.00431246,0.05579745,0.86701053,0.005657774,0.04397337],"study_design_scores_gemma":[0.00011929809,0.0002782186,0.025454206,0.00020463903,0.00012270763,0.0061241724,0.0048819594,0.0397056,0.014246252,0.7359858,0.17267698,0.00020020401],"about_ca_topic_score_codex":0.0034572575,"about_ca_topic_score_gemma":0.0038445464,"teacher_disagreement_score":0.009632789,"about_ca_system_score_codex":0.00066703756,"about_ca_system_score_gemma":0.0007331676,"threshold_uncertainty_score":0.032224894},"labels":[],"label_agreement":null},{"id":"W3110831435","doi":"10.1016/j.jrmge.2020.11.002","title":"Chemically induced changes in the geotechnical response of cementing paste backfill in shaking table test","year":2020,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; Deutsche Forschungsgemeinschaft","keywords":"Geotechnical engineering; Earthquake shaking table; Geology; Test (biology)","score_opus":0.015658395270247524,"score_gpt":0.1949390823666245,"score_spread":0.17928068709637696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3110831435","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982255,0.0001971473,0.0008082923,0.000022147387,0.000012045058,0.000012936482,0.0002122374,0.000026881631,0.0004828769],"genre_scores_gemma":[0.99792093,0.0001623167,0.00078723213,0.00002304561,0.0000043492087,0.00002133744,0.0001986011,0.000010465457,0.000871623],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995989,0.00004386315,0.00002737754,0.00006707641,0.00020614857,0.00005657636],"domain_scores_gemma":[0.9996183,0.00008534089,0.00010479495,0.000029216602,0.00011915594,0.00004326285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019467795,0.00037355622,0.00028367748,0.00024776548,0.00020370958,0.00021177609,0.00019529912,0.00042740648,0.001718419],"category_scores_gemma":[0.0004950844,0.00020351855,0.00025469225,0.00034101063,0.00034200834,0.0002483977,0.0001987233,0.0003808389,0.00020753672],"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":[0.00017020748,0.000023485482,0.0010961661,0.000031750653,0.0000057064553,0.000084494495,0.00007575916,0.00019828099,0.99704534,0.00001727078,0.00002648612,0.0012250592],"study_design_scores_gemma":[0.0000058801465,0.00086961966,0.016966395,0.000005434016,0.000016020522,0.00009643799,0.00017258938,0.0009871467,0.98030794,0.000029391482,0.0005302986,0.000012910078],"about_ca_topic_score_codex":0.0012563175,"about_ca_topic_score_gemma":0.002598434,"teacher_disagreement_score":0.001718419,"about_ca_system_score_codex":0.00019066605,"about_ca_system_score_gemma":0.00019948113,"threshold_uncertainty_score":0.005748749},"labels":[],"label_agreement":null},{"id":"W3210739237","doi":"10.1016/j.jrmge.2021.08.006","title":"Comparison of machine learning methods for ground settlement prediction with different tunneling datasets","year":2021,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":153,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada; McMaster University","keywords":"Hyperparameter optimization; Hyperparameter; Mean squared error; Particle swarm optimization; Artificial neural network; Support vector machine; Random forest; Correlation coefficient; Artificial intelligence; Computer science; Mean absolute error; Sensitivity (control systems); Machine learning; Data mining; Cross-validation; Reliability (semiconductor); Statistics; Mathematics; Engineering","score_opus":0.016469978547478458,"score_gpt":0.281709847990445,"score_spread":0.26523986944296657,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3210739237","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72482044,0.004699587,0.25875106,0.0005607901,0.0004126152,0.0002792203,0.0027385377,0.0036962503,0.004041553],"genre_scores_gemma":[0.920331,0.00080052245,0.07201322,0.00012400666,0.00007884839,0.00024406871,0.0054727774,0.00010221155,0.0008333513],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99770015,0.00085501943,0.0002965663,0.0005298005,0.00045084706,0.00016750194],"domain_scores_gemma":[0.9952003,0.0028491868,0.00035342883,0.0005337285,0.000953682,0.000109649634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005555436,0.0025047115,0.0013669495,0.003430657,0.00060392235,0.0011824742,0.0015878795,0.0013699164,0.00075541745],"category_scores_gemma":[0.008565212,0.00029039112,0.0017146416,0.0026761987,0.0005277746,0.0013503104,0.0010009368,0.0012099596,0.0003816354],"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":[0.00034354324,0.00044563855,0.033950564,0.0003960687,0.0005856967,0.00016253823,0.00009759387,0.75708294,0.0018658644,0.000809478,0.0031720723,0.20108795],"study_design_scores_gemma":[0.000012745037,0.00008117948,0.004251262,0.000024855788,0.00003607519,0.000025763073,0.000053474243,0.9940128,0.00078960275,0.0004014627,0.00029592364,0.000014913666],"about_ca_topic_score_codex":0.008733855,"about_ca_topic_score_gemma":0.006115792,"teacher_disagreement_score":0.008733855,"about_ca_system_score_codex":0.00069896335,"about_ca_system_score_gemma":0.0010052114,"threshold_uncertainty_score":0.029380322},"labels":[],"label_agreement":null},{"id":"W4213210817","doi":"10.1016/j.jrmge.2021.12.022","title":"Shock-induced fracture of dolomite rock in small-scale blast tests","year":2022,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"High-Velocity Impact and Material Behavior","field":"Materials Science","cited_by":30,"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":"Uniwersytet Warszawski; Interdyscyplinarne Centrum Modelowania Matematycznego i Komputerowego UW; Institut de Cardiologie de Montréal; Wojskowa Akademia Techniczna","keywords":"Dolomite; Detonation; Geology; Shock (circulatory); Borehole; Cracking; Acceleration; Deformation (meteorology); Fracture (geology); Geotechnical engineering; Materials science; Explosive material; Mineralogy; Composite material","score_opus":0.011524140859377302,"score_gpt":0.22864689789668974,"score_spread":0.21712275703731243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4213210817","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976508,0.000039716964,0.0019719105,0.000005334101,0.0000015985755,0.000012978968,0.000040253144,0.000016888163,0.00026057273],"genre_scores_gemma":[0.9990386,0.000031527466,0.0006050056,0.0000030736703,5.803762e-7,0.0000059165636,0.000031147803,0.0000029996384,0.00028117446],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998248,0.000021081867,0.000007841769,0.000029288261,0.000092159564,0.000024834611],"domain_scores_gemma":[0.9997842,0.000085604996,0.000033573982,0.000029921352,0.000043395245,0.000023355344],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027429537,0.00026255404,0.00033042984,0.00040673531,0.00020138937,0.0001569445,0.00035967253,0.00035224768,0.0013855703],"category_scores_gemma":[0.0005544392,0.00015159686,0.0001659587,0.00032323858,0.00056092755,0.00018724834,0.000263007,0.0002009191,0.0001245165],"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":[0.00044291344,0.00010260642,0.012813626,0.00012618964,0.0000097517795,0.00052647555,0.00020552846,0.021378448,0.9567055,0.00015028768,0.000059191065,0.007479345],"study_design_scores_gemma":[0.0000541263,0.0029635965,0.1654608,0.00002659761,0.000021600456,0.00066640874,0.000499034,0.15246217,0.6766596,0.00026294097,0.00088732596,0.000035759032],"about_ca_topic_score_codex":0.002969842,"about_ca_topic_score_gemma":0.006378132,"teacher_disagreement_score":0.002969842,"about_ca_system_score_codex":0.0003563805,"about_ca_system_score_gemma":0.000180181,"threshold_uncertainty_score":0.0059050918},"labels":[],"label_agreement":null},{"id":"W4221100768","doi":"10.1016/j.jrmge.2022.02.003","title":"Experimental and numerical investigation into the non-explosive excavation of tunnels","year":2022,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Jiangsu Provincial Department of Education","keywords":"Explosive material; Excavation; Quantum tunnelling; Rock blasting; Geotechnical engineering; Section (typography); Computer simulation; Gangue; Mining engineering; Geology; Engineering; Structural engineering; Materials science; Computer science; Simulation; Metallurgy; Chemistry","score_opus":0.008509655979834661,"score_gpt":0.20054554270106453,"score_spread":0.19203588672122987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221100768","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9868515,0.00022068687,0.008476723,0.000093585164,0.0000554479,0.000032536573,0.00027302853,0.00013559363,0.0038609074],"genre_scores_gemma":[0.9939924,0.000104818224,0.0049659954,0.000009832436,0.0000031423656,0.000022014383,0.00011236317,0.000008414878,0.00078100443],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996923,0.00002460129,0.00002100278,0.00005088035,0.00013366225,0.000077513374],"domain_scores_gemma":[0.9993887,0.00020579882,0.00008532625,0.00010257984,0.00015383206,0.000063796746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049708557,0.00040222498,0.00058211054,0.00050078344,0.00062065,0.00043981502,0.00080117414,0.0010010789,0.0022402892],"category_scores_gemma":[0.00094316347,0.00023364632,0.00044023915,0.00045742164,0.000682635,0.00052464387,0.00044840618,0.0004880004,0.00017540606],"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":[0.00092372525,0.00087470777,0.028926687,0.0013925574,0.00008658728,0.003231811,0.0007811628,0.61731786,0.30593893,0.0064086327,0.002289576,0.031827725],"study_design_scores_gemma":[0.0000839921,0.0009727614,0.014379849,0.00006271884,0.000056402805,0.0004907865,0.00092021906,0.89297,0.08703123,0.00087086577,0.0020915603,0.00006949523],"about_ca_topic_score_codex":0.001875041,"about_ca_topic_score_gemma":0.002256926,"teacher_disagreement_score":0.0022402892,"about_ca_system_score_codex":0.000270114,"about_ca_system_score_gemma":0.00041238806,"threshold_uncertainty_score":0.007494569},"labels":[],"label_agreement":null},{"id":"W4283025300","doi":"10.1016/j.jrmge.2022.05.011","title":"Simulation of dilatancy-controlled gas migration processes in saturated bentonite using a coupled multiphase flow and elastoplastic H2M model","year":2022,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":14,"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; Korea Atomic Energy Research Institute; Chinese Academy of Sciences; Japan Atomic Energy Agency; Nuclear Waste Management Organization; U.S. Department of Energy","keywords":"Dilatant; Permeability (electromagnetism); Bentonite; Geotechnical engineering; Mechanics; Flow (mathematics); Modulus; Materials science; Geology; Chemistry; Composite material; Physics","score_opus":0.008582863030490278,"score_gpt":0.20792790750912904,"score_spread":0.19934504447863877,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283025300","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9365325,0.00021894198,0.05508431,0.00017688391,0.000028104785,0.000086265056,0.00043272818,0.00031976585,0.0071204933],"genre_scores_gemma":[0.99122834,0.00008804419,0.0067947037,0.00001796056,0.0000033846616,0.00005876855,0.00012290377,0.000018912076,0.0016669742],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999217,0.00001766775,0.0000053150397,0.00001854639,0.000014996097,0.00002169563],"domain_scores_gemma":[0.9996941,0.00017880493,0.000044706434,0.000016049851,0.000038042508,0.00002838848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025599252,0.00048802944,0.00043545372,0.00044837076,0.0003252677,0.0005848547,0.00058737275,0.0013743785,0.0012934167],"category_scores_gemma":[0.0005679197,0.00026089765,0.0005509586,0.00027823355,0.0005092922,0.0003603093,0.00045263438,0.0003703972,0.000110451496],"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":[0.000048250327,0.00004372243,0.0010763131,0.000029130586,0.000007292286,0.000065578955,0.000029606741,0.9926287,0.0042633465,0.00061088847,0.00003544859,0.001161803],"study_design_scores_gemma":[0.000005331575,0.000013251755,0.00016137832,0.0000018229949,0.0000016669817,0.0000037905013,0.000007291041,0.9990306,0.00065917557,0.000054905002,0.000058233538,0.00000257795],"about_ca_topic_score_codex":0.015304615,"about_ca_topic_score_gemma":0.0077139554,"teacher_disagreement_score":0.015304615,"about_ca_system_score_codex":0.00058664574,"about_ca_system_score_gemma":0.00067189324,"threshold_uncertainty_score":0.030431092},"labels":[],"label_agreement":null},{"id":"W4293072430","doi":"10.1016/j.jrmge.2022.05.008","title":"Calibration of an elastoplastic model of sand liquefaction using the swarm intelligence with a multi-objective function","year":2022,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Agence Nationale de la Recherche","keywords":"Liquefaction; Particle swarm optimization; Geotechnical engineering; Monotonic function; Triaxial shear test; Function (biology); Calibration; Constitutive equation; Geology; Computer science; Structural engineering; Shear (geology); Engineering; Algorithm; Mathematics; Finite element method; Mathematical analysis","score_opus":0.013097672686966407,"score_gpt":0.20366861274629583,"score_spread":0.19057094005932942,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293072430","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.094096266,0.00017270973,0.8998514,0.00015345645,0.000032289343,0.0000823419,0.00006255204,0.00030743462,0.0052415724],"genre_scores_gemma":[0.91742134,0.00017996682,0.079493396,0.00003802835,0.000013064008,0.00022861925,0.000102582,0.000034232977,0.0024888495],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998578,0.000043806107,0.000009083474,0.00003364861,0.000037185706,0.000018450088],"domain_scores_gemma":[0.999824,0.000085367814,0.000031209205,0.000014608736,0.00003613639,0.000008744114],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004599037,0.0007246148,0.0004931082,0.0003950024,0.0002534341,0.0006018867,0.00065610115,0.00096812996,0.0007867174],"category_scores_gemma":[0.00066186045,0.0003220761,0.0007223547,0.00027332894,0.00048509223,0.00035180233,0.00050515577,0.0006243245,0.0001274043],"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":[0.0000059669023,0.000006864549,0.0001553715,0.000010077761,0.000005386002,0.000016699341,0.000009703007,0.99635506,0.0009619473,0.0004031389,0.000034949204,0.0020347536],"study_design_scores_gemma":[9.711994e-7,0.000004692498,0.000037679136,8.4971254e-7,9.369838e-7,0.0000018307728,0.0000013492232,0.9996884,0.00015766513,0.000054631477,0.000050040093,0.0000010013407],"about_ca_topic_score_codex":0.005660601,"about_ca_topic_score_gemma":0.0019947535,"teacher_disagreement_score":0.005660601,"about_ca_system_score_codex":0.0003837331,"about_ca_system_score_gemma":0.00053302076,"threshold_uncertainty_score":0.011255264},"labels":[],"label_agreement":null},{"id":"W4294375603","doi":"10.1016/j.jrmge.2022.07.011","title":"New approaches to quantify progressive damage and associated dynamic rock mass blockiness","year":2022,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geology; Fracture (geology); Rock mass classification; Discrete element method; Block (permutation group theory); Computer science; Breakage; Algorithm; Fracture mechanics; Finite element method; Structural engineering; Geotechnical engineering; Geometry; Mechanics; Mathematics; Engineering","score_opus":0.021629840283652776,"score_gpt":0.20943518618987841,"score_spread":0.18780534590622563,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4294375603","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05554484,0.0019442545,0.9393435,0.00010308564,0.000037386166,0.00008089556,0.0003238956,0.00038782536,0.0022343835],"genre_scores_gemma":[0.5903414,0.003353398,0.40198174,0.00006704413,0.00006473146,0.00020413395,0.0005645965,0.000095618096,0.003327292],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994281,0.00007076934,0.00004935726,0.00012051585,0.00030945498,0.000021854246],"domain_scores_gemma":[0.99863285,0.0005042522,0.00044221664,0.00017373878,0.00020798687,0.00003885734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011498076,0.00086162286,0.00050288264,0.0040730187,0.00023897219,0.00092250487,0.0010070005,0.00092496537,0.0011892981],"category_scores_gemma":[0.0026995004,0.00035435916,0.00040567666,0.001721859,0.0009793213,0.00191884,0.00097413757,0.00066582893,0.00022446517],"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":[0.00012872604,0.00014326994,0.029606963,0.00077475456,0.00016633829,0.00016151468,0.00043544322,0.54790705,0.0826333,0.040939797,0.00071979914,0.29638308],"study_design_scores_gemma":[0.00000782122,0.00013420275,0.018074786,0.000081758066,0.000046164547,0.00035093204,0.00015476797,0.9402708,0.019074945,0.01641447,0.0053124,0.000077076074],"about_ca_topic_score_codex":0.0016653896,"about_ca_topic_score_gemma":0.0028975122,"teacher_disagreement_score":0.0040730187,"about_ca_system_score_codex":0.0007594715,"about_ca_system_score_gemma":0.00028172636,"threshold_uncertainty_score":0.0060808063},"labels":[],"label_agreement":null},{"id":"W4306645607","doi":"10.1016/j.jrmge.2022.09.008","title":"A thermodynamic-based model for modeling thermo-elastoplastic behaviors of saturated clayey soils considering bound water dehydration","year":2022,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Consolidation (business); Geotechnical engineering; Plasticity; Soil water; Helmholtz free energy; Materials science; Viscoplasticity; Yield surface; Dissipation; Thermodynamics; Constitutive equation; Geology; Soil science; Composite material; Physics","score_opus":0.010666842304944375,"score_gpt":0.19886152478624786,"score_spread":0.18819468248130347,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4306645607","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.063582845,0.0012788213,0.92050034,0.00032665484,0.00012669184,0.00011341485,0.00046221938,0.00034008315,0.013268881],"genre_scores_gemma":[0.93846864,0.0017590706,0.04156846,0.00012290373,0.00009046396,0.00046693618,0.00038434166,0.00014994666,0.01698924],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988616,0.000021446771,0.0000090030935,0.000028502836,0.00003826072,0.00001656984],"domain_scores_gemma":[0.9999018,0.000035693818,0.000018644836,0.0000087051885,0.000027826676,0.000007416142],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025398465,0.0006550196,0.000631297,0.0007428762,0.00036217566,0.0006628627,0.0011442776,0.0011977615,0.0013081197],"category_scores_gemma":[0.00045655022,0.00036483014,0.0006859341,0.0005702431,0.0005858037,0.0010652173,0.0004766401,0.00059536874,0.0003502118],"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":[0.000010092947,0.00003259809,0.00043580335,0.00006605423,0.0000109899265,0.00013395521,0.000043855234,0.9711911,0.009584374,0.012529412,0.00028717946,0.0056745904],"study_design_scores_gemma":[0.0000016091009,0.0000056359836,0.000098645316,0.0000032470248,0.0000032536489,0.000020998596,0.000006301441,0.9975133,0.00042450943,0.0014242859,0.0004940669,0.0000041534554],"about_ca_topic_score_codex":0.0054280553,"about_ca_topic_score_gemma":0.005357418,"teacher_disagreement_score":0.0054280553,"about_ca_system_score_codex":0.0005758324,"about_ca_system_score_gemma":0.0008953251,"threshold_uncertainty_score":0.010792911},"labels":[],"label_agreement":null},{"id":"W4309971533","doi":"10.1016/j.jrmge.2022.10.011","title":"Correction of dynamic Brazilian disc tensile strength of rocks under preloading conditions considering the overload phenomenon and invoking the Griffith criterion","year":2022,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Ultimate tensile strength; Split-Hopkinson pressure bar; Tensile testing; Materials science; Geotechnical engineering; Hydrostatic pressure; Fracture (geology); Uniaxial tension; Structural engineering; Composite material; Mechanics; Geology; Strain rate; Engineering; Physics","score_opus":0.0064426253970351404,"score_gpt":0.20530027490337738,"score_spread":0.19885764950634224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309971533","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8509108,0.002331711,0.13392979,0.00025130968,0.00044274583,0.0001443961,0.0010952887,0.0022245585,0.00866937],"genre_scores_gemma":[0.9618538,0.0004206548,0.032967407,0.00011036459,0.000033431777,0.00008516034,0.0005522721,0.00036476474,0.003612032],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998054,0.00011376445,0.00015824303,0.00034827794,0.0012340444,0.00009169905],"domain_scores_gemma":[0.9949232,0.00073506683,0.0006756172,0.0006605852,0.002813515,0.00019210848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020351703,0.0010099178,0.00059219357,0.0025702885,0.00051456137,0.00046872112,0.00086019706,0.0006383616,0.0026628303],"category_scores_gemma":[0.0048708413,0.0005245941,0.0003875993,0.0012194292,0.00071403006,0.000778882,0.0006636907,0.0007811479,0.0007913562],"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":[0.00035497508,0.00008025487,0.053706173,0.000977393,0.00007429344,0.001260479,0.0010754626,0.006078908,0.8182122,0.0011007072,0.0025647583,0.11451439],"study_design_scores_gemma":[0.000018535009,0.00044449445,0.26449972,0.00011679382,0.00013241316,0.0014941975,0.00089712755,0.06025099,0.6563855,0.0011127621,0.014508651,0.00013877057],"about_ca_topic_score_codex":0.0032747923,"about_ca_topic_score_gemma":0.009924337,"teacher_disagreement_score":0.0032747923,"about_ca_system_score_codex":0.0005186623,"about_ca_system_score_gemma":0.0005533445,"threshold_uncertainty_score":0.010763168},"labels":[],"label_agreement":null},{"id":"W4311985949","doi":"10.1016/j.jrmge.2022.11.013","title":"Mechanical behavior of iron ore tailings under standard compression and extension triaxial stress paths","year":2022,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico","keywords":"Tailings; Geotechnical engineering; Stress path; Friction angle; Stress (linguistics); Compression (physics); Dilatant; Materials science; Plane stress; Tailings dam; Geology; Engineering; Metallurgy; Structural engineering; Composite material; Plasticity; Finite element method","score_opus":0.007831283094769118,"score_gpt":0.20493857238945243,"score_spread":0.1971072892946833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4311985949","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999009,0.00010693919,0.00021873487,0.0000133889025,0.000004954551,0.000005254182,0.00016186065,0.000012343402,0.00046742204],"genre_scores_gemma":[0.99871373,0.00007146011,0.00021265411,0.000010204778,0.0000018221943,0.0000057995435,0.00016487592,0.0000036295141,0.00081587443],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997619,0.000013570802,0.000023936136,0.000045274635,0.00011041053,0.000044993223],"domain_scores_gemma":[0.9995633,0.00008128297,0.00008392429,0.000036849946,0.00017990163,0.000054723714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027309163,0.00035576816,0.00023742965,0.00046656514,0.00032131275,0.00028279633,0.00025534703,0.0004929277,0.0014924564],"category_scores_gemma":[0.00049323344,0.00020387961,0.00021651227,0.00045795328,0.0005354571,0.00028390987,0.00021091764,0.0004437454,0.0002264795],"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":[0.00078176265,0.00010548352,0.019140227,0.00013230495,0.00002724823,0.0007330189,0.00050301204,0.0043050903,0.96374077,0.00016380746,0.00022624624,0.010141046],"study_design_scores_gemma":[0.000027090016,0.0026460574,0.27686784,0.000058875314,0.00005590989,0.00047843775,0.0016191577,0.011373645,0.7038824,0.0001919665,0.0027411256,0.000057456262],"about_ca_topic_score_codex":0.0026844484,"about_ca_topic_score_gemma":0.008803628,"teacher_disagreement_score":0.0026844484,"about_ca_system_score_codex":0.00027534686,"about_ca_system_score_gemma":0.00018887848,"threshold_uncertainty_score":0.005337715},"labels":[],"label_agreement":null},{"id":"W4315618930","doi":"10.1016/j.jrmge.2022.12.012","title":"A novel method for geometric quality assurance of rock joint replicas in direct shear testing – Part 2: Validation and mechanical replicability","year":2023,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":11,"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":"Stiftelsen Bergteknisk Forskning; Nuclear Waste Management Organization","keywords":"Direct shear test; Shear (geology); Joint (building); Quality assurance; Shear strength (soil); Geology; Geotechnical engineering; Materials science; Structural engineering; Engineering; Composite material","score_opus":0.05250809702853605,"score_gpt":0.2925216412953809,"score_spread":0.24001354426684485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4315618930","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07566431,0.0018945888,0.91712946,0.00016893768,0.00042660662,0.00080258906,0.00033699538,0.001533503,0.0020429895],"genre_scores_gemma":[0.2598095,0.001102045,0.7345199,0.00013061878,0.00009574591,0.0009817124,0.0004179707,0.00040980589,0.0025326677],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99452317,0.0008279788,0.00051679945,0.0010136905,0.0029958177,0.00012253063],"domain_scores_gemma":[0.98390967,0.003875769,0.0018888296,0.005897394,0.0042166696,0.00021172575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006220694,0.0011301269,0.0006976869,0.0015834211,0.0005496693,0.0012828473,0.0012656425,0.0012962988,0.0020704227],"category_scores_gemma":[0.013744286,0.00063778757,0.0007087374,0.0008524923,0.0013969577,0.001002896,0.0012724694,0.0014348583,0.0011537359],"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":[0.00012658839,0.000074142685,0.0016778683,0.00043919354,0.00003284663,0.00030941793,0.0003760125,0.0017018572,0.92565054,0.0014369824,0.00062994275,0.06754458],"study_design_scores_gemma":[0.000032021995,0.0009244841,0.0054404223,0.000099926394,0.00008302262,0.0020968136,0.00015062226,0.01037249,0.96611416,0.0009141987,0.013650565,0.00012122408],"about_ca_topic_score_codex":0.0003670557,"about_ca_topic_score_gemma":0.0006573432,"teacher_disagreement_score":0.006220694,"about_ca_system_score_codex":0.00044394235,"about_ca_system_score_gemma":0.0009043446,"threshold_uncertainty_score":0.032898605},"labels":[],"label_agreement":null},{"id":"W4320913350","doi":"10.1016/j.jrmge.2022.12.024","title":"Moment tensor and stress inversion solutions of acoustic emissions during compression and tensile fracturing in crystalline rocks","year":2023,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Eidgenössische Technische Hochschule Zürich; Massachusetts Institute of Technology","keywords":"Cauchy stress tensor; Inversion (geology); Moment tensor; Stress field; Ultimate tensile strength; Geology; Inverse transform sampling; Acoustic emission; Finite element method; Stress (linguistics); Materials science; Mechanics; Structural engineering; Mathematics; Physics; Mathematical analysis; Engineering; Seismology; Composite material; Optics; Surface wave","score_opus":0.010225800146345948,"score_gpt":0.20399945258317873,"score_spread":0.19377365243683278,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320913350","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96746504,0.000055263343,0.03129104,0.00005100336,0.000008420583,0.000020943755,0.00017061231,0.00021173878,0.00072588446],"genre_scores_gemma":[0.9894984,0.000032902357,0.009925415,0.000005388473,0.000004770077,0.000012762892,0.000232573,0.000041435185,0.00024646524],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998202,0.000025831747,0.000013802627,0.00004018144,0.000066675515,0.000033357937],"domain_scores_gemma":[0.99937004,0.00028201655,0.00014548263,0.000061611914,0.00010641778,0.000034479774],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041114888,0.0005364433,0.0002365987,0.0004929676,0.00020479062,0.0004503879,0.00046026226,0.0005798902,0.0007277705],"category_scores_gemma":[0.0022316405,0.00020470843,0.0002811508,0.00032076307,0.00062241463,0.0005375581,0.000443697,0.00042640275,0.00017096942],"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":[0.0008623114,0.00030684852,0.030894063,0.0003452841,0.00008117706,0.00055922766,0.0012965373,0.47934553,0.39836866,0.0019337613,0.00043669445,0.0855699],"study_design_scores_gemma":[0.00003389486,0.00017065306,0.015557697,0.000020237363,0.000012109744,0.0001203379,0.00027383855,0.9186416,0.06422895,0.00060469174,0.000289845,0.000046127127],"about_ca_topic_score_codex":0.0035370307,"about_ca_topic_score_gemma":0.0031494698,"teacher_disagreement_score":0.0035370307,"about_ca_system_score_codex":0.00023735857,"about_ca_system_score_gemma":0.00041146844,"threshold_uncertainty_score":0.0070328712},"labels":[],"label_agreement":null},{"id":"W4321483451","doi":"10.1016/j.jrmge.2022.12.025","title":"On the calibration and verification of Voronoi-based discontinuous deformation analysis for modeling rock fracture","year":2023,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Voronoi diagram; Calibration; Sensitivity (control systems); Deformation (meteorology); Overburden pressure; Fracture (geology); Geology; Discontinuous Deformation Analysis; Compression (physics); Rock mechanics; Geotechnical engineering; Shear (geology); Mechanics; Structural engineering; Geometry; Materials science; Mathematics; Finite element method; Engineering; Physics; Composite material; Statistics","score_opus":0.01164526666649832,"score_gpt":0.2065664907266076,"score_spread":0.19492122406010928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321483451","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06315446,0.0002038412,0.93510187,0.000047819976,0.000014804828,0.00003868154,0.00005520895,0.00023051561,0.0011527996],"genre_scores_gemma":[0.8939198,0.00015629642,0.10546754,0.000019695173,0.000009284905,0.00006195899,0.000058119545,0.00005093726,0.00025638365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994537,0.0002197055,0.000029495368,0.00009362985,0.00016123279,0.00004213472],"domain_scores_gemma":[0.997343,0.0018904242,0.0001765254,0.00018865943,0.00033097534,0.000070379865],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013110328,0.000511478,0.0006238879,0.0010929061,0.00044866637,0.00063935533,0.00089876755,0.0007787124,0.0007252563],"category_scores_gemma":[0.005750075,0.00030670472,0.0006548461,0.0004906069,0.0009858077,0.0005695422,0.00084964756,0.0006217711,0.00012006501],"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":[0.000029089462,0.00001970286,0.0011533663,0.00003617671,0.000012780512,0.000043097265,0.000041814706,0.9782471,0.003518859,0.0062486716,0.00004578366,0.0106035005],"study_design_scores_gemma":[0.0000011339421,0.0000059024915,0.000067844056,0.0000016285362,0.0000010045845,0.0000067809483,0.0000023595412,0.99869186,0.00053824356,0.00061276543,0.00006792563,0.0000025430813],"about_ca_topic_score_codex":0.0070653106,"about_ca_topic_score_gemma":0.0034002704,"teacher_disagreement_score":0.0070653106,"about_ca_system_score_codex":0.00065745594,"about_ca_system_score_gemma":0.000807571,"threshold_uncertainty_score":0.014048338},"labels":[],"label_agreement":null},{"id":"W4360604057","doi":"10.1016/j.jrmge.2023.02.016","title":"Numerical and experimental analyses of rock failure mechanisms due to microwave treatment","year":2023,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Mineral Processing and Grinding","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":"McGill University","funders":"King Abdulaziz University; Department of Sport and Recreation, Government of Western Australia","keywords":"Microwave; Microwave heating; Failure mechanism; Geotechnical engineering; Materials science; Mineralogy; Nuclear engineering; Geology; Engineering; Composite material; Telecommunications","score_opus":0.016736712910591076,"score_gpt":0.257831510921025,"score_spread":0.24109479801043393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360604057","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9900192,0.00009989015,0.008303075,0.000029361097,0.000011339171,0.000022160026,0.000107623906,0.00010951386,0.0012979093],"genre_scores_gemma":[0.9971661,0.00003816512,0.002442622,0.0000030020763,0.0000020906227,0.00001644821,0.000030344918,0.0000064437245,0.00029465108],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998436,0.000016373691,0.000008395099,0.000027303038,0.000072738556,0.00003161239],"domain_scores_gemma":[0.9994368,0.000270557,0.00011010475,0.00007877505,0.00008204927,0.000021717642],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039251108,0.00024252263,0.00026894733,0.00037900754,0.0002169218,0.00014696605,0.00042097672,0.00040758555,0.0018603181],"category_scores_gemma":[0.0008495617,0.00015039336,0.00031080365,0.00026480353,0.0005048092,0.00017999196,0.00018574749,0.00031359552,0.00011308072],"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":[0.00063776877,0.0002934482,0.007334634,0.00037315206,0.00003790784,0.00029272618,0.0002569991,0.21174918,0.7624425,0.0014944378,0.0003648412,0.014722316],"study_design_scores_gemma":[0.00005764704,0.0010556844,0.016551008,0.000016104426,0.000043578057,0.00011126795,0.00011536299,0.6456681,0.3353602,0.0003364012,0.0006510774,0.000033473436],"about_ca_topic_score_codex":0.00078465097,"about_ca_topic_score_gemma":0.0008251238,"teacher_disagreement_score":0.0018603181,"about_ca_system_score_codex":0.0002174561,"about_ca_system_score_gemma":0.00011959607,"threshold_uncertainty_score":0.0062233806},"labels":[],"label_agreement":null},{"id":"W4366483337","doi":"10.1016/j.jrmge.2023.03.012","title":"The formation of orthogonal joint systems and cuboidal blocks: New insights gained from flat-lying limestone beds in the region of Havre-Saint-Pierre (Quebec, Canada)","year":2023,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Lakehead University; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Joint (building); Geology; Tectonics; Empirical orthogonal functions; Shore; Compression (physics); Ordovician; Fracture (geology); Tension (geology); Geotechnical engineering; Paleontology; Structural engineering; Materials science; Engineering; Oceanography; Composite material","score_opus":0.01347322305028079,"score_gpt":0.1899569831075789,"score_spread":0.1764837600572981,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366483337","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957338,0.00036253894,0.00044156495,0.00005527497,0.000002042912,0.00001677204,0.00060617,0.000014105963,0.0027676986],"genre_scores_gemma":[0.99819946,0.00012666515,0.00049918675,0.000022209308,0.0000015839985,0.000004581542,0.00025629706,0.000007061137,0.00088297896],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997775,0.000015704296,0.0000089732985,0.000067926805,0.00005056739,0.00007940548],"domain_scores_gemma":[0.99953485,0.00005756372,0.00008170149,0.000026641841,0.00023349599,0.00006564693],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018882354,0.00028159504,0.00036043383,0.0023515474,0.0019793108,0.0012742002,0.0009094251,0.00044408222,0.0021126913],"category_scores_gemma":[0.00067715585,0.00028193218,0.00020763924,0.00315204,0.0018263863,0.00039812844,0.0007476136,0.00031477207,0.00024771187],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016480412,0.000049273523,0.923389,0.00022097227,0.00011078553,0.0016068396,0.010499697,0.0023533471,0.025519434,0.0010733248,0.000842879,0.0341697],"study_design_scores_gemma":[0.000002763977,0.000012217542,0.9930108,0.000015403852,0.0000140244965,0.00019080544,0.0027470104,0.0014842531,0.00049469137,0.0001220851,0.0018909866,0.000014957756],"about_ca_topic_score_codex":0.9621348,"about_ca_topic_score_gemma":0.9873675,"teacher_disagreement_score":0.03786522,"about_ca_system_score_codex":0.008210547,"about_ca_system_score_gemma":0.004358966,"threshold_uncertainty_score":0.076176405},"labels":[],"label_agreement":null},{"id":"W4380053113","doi":"10.1016/j.jrmge.2023.04.007","title":"Impact of effective stress on permeability for carbonate fractured-vuggy rocks","year":2023,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"China Scholarship Council; Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China; University of Alberta","keywords":"Geology; Carbonate; Permeability (electromagnetism); Carbonate rock; Effective stress; Geotechnical engineering; Geochemistry; Petrology; Sedimentary rock; Materials science; Chemistry","score_opus":0.005030853965612317,"score_gpt":0.23479377152963468,"score_spread":0.22976291756402237,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380053113","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99591607,0.00011347573,0.0033853936,0.000022244001,0.0000038350363,0.0000048330844,0.00007033992,0.000042044358,0.00044181637],"genre_scores_gemma":[0.9992236,0.00006462254,0.0005715686,0.0000031681534,5.2496574e-7,0.0000037590905,0.000036486737,0.0000034793632,0.00009276546],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997794,0.000022397364,0.000016190137,0.00004812398,0.000083459985,0.000050438885],"domain_scores_gemma":[0.99968433,0.000104624814,0.0000703133,0.00004157625,0.00007342821,0.00002573137],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034549867,0.0003608156,0.0003467007,0.0005474819,0.0002545944,0.0005183588,0.00048707184,0.00045413643,0.0005217141],"category_scores_gemma":[0.0010774872,0.0002860086,0.0005014892,0.00034763102,0.00055908866,0.00062195776,0.00041871506,0.00028470653,0.00005268568],"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":[0.0003566175,0.00009384618,0.055887405,0.00031723877,0.00007503099,0.0008605279,0.0003008137,0.4713684,0.44722193,0.0021373413,0.0001992374,0.021181565],"study_design_scores_gemma":[0.000019056914,0.0004091486,0.033010185,0.00002530264,0.00004565682,0.00023006601,0.00020262421,0.72910994,0.23560454,0.0006629513,0.0006205127,0.000059937192],"about_ca_topic_score_codex":0.007912216,"about_ca_topic_score_gemma":0.0083017405,"teacher_disagreement_score":0.007912216,"about_ca_system_score_codex":0.0006692118,"about_ca_system_score_gemma":0.00047616696,"threshold_uncertainty_score":0.015732348},"labels":[],"label_agreement":null},{"id":"W4380854505","doi":"10.1016/j.jrmge.2023.04.013","title":"Tensile strength and failure behavior of rock-mortar interfaces: Direct and indirect measurements","year":2023,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"Ultimate tensile strength; Materials science; Composite material; Direct shear test; Mortar; Tensile testing; Digital image correlation; Cracking; Acoustic emission; Shear (geology); Geotechnical engineering; Geology","score_opus":0.018223649906808016,"score_gpt":0.21828960319351773,"score_spread":0.2000659532867097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380854505","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9911724,0.00054763234,0.006730961,0.000009054048,0.0000073188753,0.000028840052,0.00018313898,0.000056680972,0.0012640031],"genre_scores_gemma":[0.9941104,0.0003458883,0.003979738,0.00002230314,0.000008310233,0.000034702505,0.00024261292,0.000019215824,0.0012368509],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995321,0.000024028146,0.000026909322,0.00007653189,0.00029786944,0.000042577645],"domain_scores_gemma":[0.9990945,0.00016964982,0.00022050063,0.000056707333,0.0003688203,0.00008983093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037211,0.0006330313,0.00027684384,0.001004425,0.00019040298,0.0002879114,0.000292709,0.00041969493,0.0014700923],"category_scores_gemma":[0.0007815377,0.00031768714,0.00021945064,0.00035266095,0.0003677834,0.0003535094,0.00047381956,0.00046626834,0.00042217068],"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":[0.00005398835,0.00001613576,0.008136409,0.00005571753,0.00000925044,0.000061450766,0.00012806132,0.000108777764,0.9869443,0.000018601253,0.000018140005,0.004449083],"study_design_scores_gemma":[0.0000071934837,0.0006631639,0.27820054,0.00002750458,0.000073321484,0.0006355908,0.0004978325,0.0034153636,0.71550643,0.000053282776,0.00088309974,0.00003675027],"about_ca_topic_score_codex":0.0012152437,"about_ca_topic_score_gemma":0.0032835652,"teacher_disagreement_score":0.0014700923,"about_ca_system_score_codex":0.00012659632,"about_ca_system_score_gemma":0.00011852276,"threshold_uncertainty_score":0.0049179196},"labels":[],"label_agreement":null},{"id":"W4381617651","doi":"10.1016/j.jrmge.2023.04.014","title":"Numerical modeling of destress blasting for strata separation","year":2023,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Ministerstvo Školství, Mládeže a Tělovýchovy","keywords":"Overburden; Rock blasting; Explosive material; Mining engineering; Geotechnical engineering; Geology; Coal mining; Pillar; Spall; Coal; Roof; Structural engineering; Engineering","score_opus":0.020005995877856706,"score_gpt":0.24797431757970384,"score_spread":0.22796832170184714,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381617651","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.807513,0.0005428641,0.14144023,0.00049722457,0.00013612576,0.00023572342,0.0009879255,0.00056417286,0.048082784],"genre_scores_gemma":[0.9820426,0.00016449393,0.011822163,0.000036076777,0.00001169912,0.0001272339,0.00023569926,0.000050064726,0.00550992],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998423,0.00003024358,0.000010473174,0.000028338694,0.00004740211,0.000041204956],"domain_scores_gemma":[0.9997559,0.00009460281,0.000043562817,0.000020092333,0.0000517685,0.000034063505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021744487,0.00053746434,0.0006231611,0.0005128588,0.0006729965,0.0011445207,0.00090247806,0.001547329,0.0024711932],"category_scores_gemma":[0.00074129534,0.00038704622,0.00056864147,0.00046213792,0.00081461464,0.0003929109,0.00083792553,0.00050174905,0.00034828487],"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":[0.000021024718,0.00002012048,0.0010365106,0.000016236945,0.000006476053,0.00008977482,0.00003624454,0.9943018,0.0024479595,0.0008627972,0.000078588026,0.0010825029],"study_design_scores_gemma":[0.000008165718,0.0000143524285,0.00043497165,0.0000036233948,0.0000026880318,0.0000145159875,0.000020345991,0.9985543,0.00037623363,0.00022829245,0.0003379892,0.000004594781],"about_ca_topic_score_codex":0.017892333,"about_ca_topic_score_gemma":0.008679747,"teacher_disagreement_score":0.017892333,"about_ca_system_score_codex":0.0008671928,"about_ca_system_score_gemma":0.0010908007,"threshold_uncertainty_score":0.035576344},"labels":[],"label_agreement":null},{"id":"W4386419014","doi":"10.1016/j.jrmge.2023.06.014","title":"Determination of critical state line (CSL) for silty-sandy iron ore tailings subjected to low-high confining pressures","year":2023,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering 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":"Polytechnique Montréal","funders":"Universidade Federal do Rio Grande do Sul; Conselho Nacional de Desenvolvimento Científico e Tecnológico; Ministerio de Economía y Competitividad; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Tailings; Breakage; Geotechnical engineering; Overburden pressure; Geology; Materials science; Metallurgy; Composite material","score_opus":0.008062326181241903,"score_gpt":0.22911487163567176,"score_spread":0.22105254545442987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386419014","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98459727,0.00017392592,0.013802332,0.000026279655,0.0000065707723,0.000028506009,0.00018446166,0.00012563032,0.0010550892],"genre_scores_gemma":[0.99834394,0.000047908365,0.0013057584,0.0000034111242,0.0000011033019,0.000012979367,0.0000770284,0.0000063034654,0.00020162233],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99983275,0.000014223223,0.000013434311,0.000043912758,0.00006617332,0.000029507566],"domain_scores_gemma":[0.9995882,0.00013095452,0.0001032969,0.000028842434,0.00012395935,0.000024741254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030922506,0.00024242415,0.00015795893,0.001057086,0.00020109446,0.00036125412,0.00033302468,0.00048037645,0.0010680808],"category_scores_gemma":[0.00064318953,0.00017719265,0.00025812155,0.00041510066,0.0004805942,0.00035780706,0.00017678458,0.00029385544,0.00018485152],"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":[0.00036380056,0.00011016145,0.036142785,0.0002777804,0.000024933497,0.00058743113,0.00060912786,0.030624332,0.90445757,0.0013606471,0.00038603708,0.025055459],"study_design_scores_gemma":[0.000013806374,0.00075064035,0.12873892,0.000035089874,0.000027527021,0.00030737548,0.00066457177,0.24219584,0.6246017,0.000899715,0.001695459,0.000069259055],"about_ca_topic_score_codex":0.0014864724,"about_ca_topic_score_gemma":0.0022743056,"teacher_disagreement_score":0.0014864724,"about_ca_system_score_codex":0.00032937087,"about_ca_system_score_gemma":0.00019694093,"threshold_uncertainty_score":0.0035731196},"labels":[],"label_agreement":null},{"id":"W4388628112","doi":"10.1016/j.jrmge.2023.09.007","title":"A coupled cryogenic thermo-hydro-mechanical model for frozen medium: Theory and implementation in FDEM","year":2023,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","cited_by":45,"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 Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; Hong Kong Polytechnic University; University of Toronto; Research Grants Council, University Grants Committee; Energi Simulation","keywords":"Coupling (piping); Porous medium; Frost heaving; Permeability (electromagnetism); Mechanics; Heat transfer; Materials science; Geotechnical engineering; Geology; Physics; Porosity; Chemistry","score_opus":0.019797374783220006,"score_gpt":0.25448614324085117,"score_spread":0.23468876845763118,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388628112","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013946928,0.00015625806,0.9789178,0.00014071658,0.00004693651,0.00007633043,0.00022435914,0.00026029517,0.0062303804],"genre_scores_gemma":[0.4208992,0.0007949007,0.56716245,0.00020133583,0.00006562379,0.0008755073,0.0005899229,0.00029341987,0.009117724],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986565,0.000030271874,0.0000070675287,0.00002506806,0.00005564898,0.000016237615],"domain_scores_gemma":[0.99978167,0.000092614435,0.000023123157,0.000029608154,0.000057443838,0.000015571335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038440566,0.00058448914,0.00046992945,0.0004284959,0.0005024406,0.0007727057,0.0017903363,0.0014788968,0.0019131801],"category_scores_gemma":[0.0007218142,0.0004618585,0.00064999115,0.00033119431,0.0006445226,0.0006889002,0.00088019186,0.0009098076,0.00046617416],"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":[0.000014072144,0.000026615831,0.00055078935,0.00005344192,0.000011623328,0.00009881629,0.000074691736,0.96756995,0.0059034494,0.017639091,0.00044600753,0.0076114475],"study_design_scores_gemma":[0.0000031665802,0.000004941255,0.000047691497,0.0000045225866,0.0000015395105,0.000012352496,0.000005754237,0.9976459,0.00036517446,0.0009718915,0.0009334257,0.0000036598556],"about_ca_topic_score_codex":0.0079384595,"about_ca_topic_score_gemma":0.004806022,"teacher_disagreement_score":0.0079384595,"about_ca_system_score_codex":0.00067662523,"about_ca_system_score_gemma":0.0009650766,"threshold_uncertainty_score":0.015784502},"labels":[],"label_agreement":null},{"id":"W4391070553","doi":"10.1016/j.jrmge.2023.10.014","title":"At-rest lateral earth pressure of compacted expansive soils: Experimental investigations and prediction approach","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Expansive clay; Geotechnical engineering; Consolidation (business); Water content; Compaction; Overburden pressure; Soil water; Swelling; Moisture; Shrinkage; Pore water pressure; Materials science; Geology; Soil science; Composite material","score_opus":0.008553477840420112,"score_gpt":0.19529704161709732,"score_spread":0.18674356377667722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391070553","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99658763,0.000056222627,0.002747252,0.000011544261,0.0000021912203,0.000014572674,0.00014296151,0.000039992407,0.00039760701],"genre_scores_gemma":[0.998552,0.00007337827,0.0011714358,0.0000020396094,0.0000018359575,0.000013717451,0.00007737765,0.0000024813464,0.000105661486],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998523,0.000014302531,0.000013518706,0.00004358418,0.000057666635,0.000018659406],"domain_scores_gemma":[0.9996991,0.00011612724,0.00005241773,0.0000355904,0.0000781732,0.000018534767],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003455229,0.0004798293,0.00038643606,0.00049206463,0.00020559161,0.00033372993,0.00061966944,0.00036681365,0.0006504426],"category_scores_gemma":[0.0005123179,0.00023880842,0.0002403125,0.0005719022,0.00042148386,0.00055169355,0.00025485377,0.00031331132,0.00010403124],"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":[0.00055936043,0.0006076504,0.057434753,0.0005280783,0.000040219256,0.0007037348,0.0004975965,0.10291982,0.79908395,0.0004979559,0.00015972267,0.03696723],"study_design_scores_gemma":[0.00006580814,0.0011032881,0.092373386,0.000017700437,0.00005085617,0.00016544812,0.0004482214,0.5571893,0.34773892,0.0003016615,0.0004831629,0.00006224122],"about_ca_topic_score_codex":0.004625905,"about_ca_topic_score_gemma":0.005845326,"teacher_disagreement_score":0.004625905,"about_ca_system_score_codex":0.00029172556,"about_ca_system_score_gemma":0.00019456643,"threshold_uncertainty_score":0.00919801},"labels":[],"label_agreement":null},{"id":"W4395697117","doi":"10.1016/j.jrmge.2024.02.009","title":"Development of a convolutional neural network based geomechanical upscaling technique for heterogeneous geological reservoir","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Advanced Mathematical Modeling in Engineering","field":"Computer Science","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Los Alamos National Laboratory; Natural Sciences and Engineering Research Council of Canada; Canada First Research Excellence Fund; University of Alberta","keywords":"Geomechanics; Geology; Scale (ratio); Reservoir simulation; Geotechnical engineering; Convolutional neural network; Petroleum engineering; Computer science; Artificial intelligence","score_opus":0.019520897394957992,"score_gpt":0.24496673962821217,"score_spread":0.22544584223325417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395697117","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04896003,0.00017491462,0.94647235,0.00015048444,0.00006408428,0.000066190325,0.00016538864,0.0021363576,0.0018102765],"genre_scores_gemma":[0.57846105,0.000218518,0.41816726,0.00013184475,0.000029878565,0.00012010682,0.0005728501,0.00016859357,0.0021299352],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998752,0.000009486757,0.000010629467,0.00003665388,0.000050835184,0.000017274735],"domain_scores_gemma":[0.9997906,0.000043834094,0.000034760513,0.000042257794,0.00007259208,0.00001596589],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039444433,0.0007074387,0.00032275388,0.00044339235,0.0002427572,0.00038111256,0.0010706068,0.0005028275,0.0012419168],"category_scores_gemma":[0.0009200808,0.00040292653,0.00063241314,0.00043044816,0.0002751461,0.0007831309,0.0006799339,0.0009614868,0.00028964345],"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":[0.000047861795,0.00005094648,0.0023534598,0.00006120111,0.000077809265,0.00013873751,0.00004062377,0.8219834,0.03279158,0.004088673,0.0010981864,0.13726744],"study_design_scores_gemma":[0.0000015620135,0.0000061967776,0.000115464805,0.0000018194966,0.0000036406677,0.000006377858,0.000001742115,0.9962902,0.0029721537,0.00031214292,0.00028619188,0.0000025716854],"about_ca_topic_score_codex":0.014606759,"about_ca_topic_score_gemma":0.016447311,"teacher_disagreement_score":0.014606759,"about_ca_system_score_codex":0.00083510706,"about_ca_system_score_gemma":0.0010817287,"threshold_uncertainty_score":0.029043496},"labels":[],"label_agreement":null},{"id":"W4396768150","doi":"10.1016/j.jrmge.2024.04.002","title":"Analytical solution for determining wall closure associated with stope excavation underneath sill mat constructed by cemented backfill","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"Beijing Nova Program; National Key Research and Development Program of China; China Scholarship Council; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Sill; Closure (psychology); Geotechnical engineering; Excavation; Geology; Engineering; Petrology","score_opus":0.01089263128492601,"score_gpt":0.21021558367991172,"score_spread":0.1993229523949857,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396768150","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06881433,0.0005569842,0.9227593,0.00017727951,0.00004452683,0.00008144641,0.00019130099,0.00085919234,0.0065156445],"genre_scores_gemma":[0.86316127,0.0009067149,0.12849447,0.00008571041,0.000037009915,0.00021623452,0.00021461336,0.00013732322,0.006746573],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995092,0.00008531937,0.000024396528,0.00011561823,0.00021263683,0.000052687104],"domain_scores_gemma":[0.9990796,0.000461612,0.0001426387,0.000051220664,0.00024236071,0.000022486263],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063877914,0.0006687505,0.00067864597,0.0009204478,0.00033339826,0.0008067057,0.00092025794,0.001339845,0.0014862062],"category_scores_gemma":[0.0026157172,0.00043060246,0.0007135695,0.00044662473,0.0005194321,0.00074022514,0.00063515885,0.0005953577,0.00047715587],"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":[0.00008703719,0.000060041028,0.0032706829,0.00040533204,0.000022357306,0.0006481414,0.00031519114,0.8969,0.03079482,0.0059425435,0.0015713094,0.059982542],"study_design_scores_gemma":[0.000004924645,0.000028084693,0.00048337804,0.000022277882,0.000008802527,0.0001069324,0.000057653528,0.99411017,0.0035371792,0.0008661046,0.0007622542,0.000012220341],"about_ca_topic_score_codex":0.002780552,"about_ca_topic_score_gemma":0.0026774653,"teacher_disagreement_score":0.002780552,"about_ca_system_score_codex":0.0005742178,"about_ca_system_score_gemma":0.00092384807,"threshold_uncertainty_score":0.005528748},"labels":[],"label_agreement":null},{"id":"W4396834685","doi":"10.1016/j.jrmge.2024.03.015","title":"Analytical solution for estimating the minimum required strength of sill mat by considering failure due to rock wall closure","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Sill; Closure (psychology); Geology; Geotechnical engineering; Petrology; Law","score_opus":0.0114835913549185,"score_gpt":0.22793577357224712,"score_spread":0.21645218221732862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396834685","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.030127838,0.0006131568,0.96567273,0.00011916732,0.000027832117,0.00005341919,0.00008721878,0.0002449571,0.0030536687],"genre_scores_gemma":[0.8110799,0.0014393016,0.18239404,0.00007728948,0.00008443254,0.00025930404,0.00022548415,0.00008351758,0.004356733],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99963975,0.00005163553,0.00002579784,0.000102078964,0.00012654283,0.00005417527],"domain_scores_gemma":[0.9989102,0.00055732904,0.00018316816,0.00003111456,0.0002883174,0.000029991174],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007625373,0.000958531,0.0009894086,0.0013929735,0.0003158805,0.0008262568,0.0010311361,0.0015757169,0.0013623104],"category_scores_gemma":[0.0029172907,0.0005159781,0.0007987474,0.0006007522,0.0005511895,0.000761999,0.00051457953,0.00060525915,0.00040709123],"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":[0.000043432927,0.000026525164,0.001964886,0.00030411498,0.000022385411,0.00042075868,0.000122948,0.9406088,0.021944465,0.006289881,0.0007489419,0.027502779],"study_design_scores_gemma":[0.0000020467312,0.000015053911,0.0003366345,0.000014743677,0.0000060836637,0.000041404594,0.000021653683,0.9972064,0.0011465291,0.0009334991,0.00026934966,0.000006580186],"about_ca_topic_score_codex":0.0031263311,"about_ca_topic_score_gemma":0.0022420988,"teacher_disagreement_score":0.0031263311,"about_ca_system_score_codex":0.00070072414,"about_ca_system_score_gemma":0.00090688065,"threshold_uncertainty_score":0.006216228},"labels":[],"label_agreement":null},{"id":"W4398556482","doi":"10.1016/j.jrmge.2024.05.004","title":"Editorial for Multiscale &amp; Multifield Coupling in Geomechanics","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Drilling and Well Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geomechanics; Coupling (piping); Physics; Materials science; Geology; Geotechnical engineering; Composite material","score_opus":0.007596939765208033,"score_gpt":0.2156467057985208,"score_spread":0.20804976603331277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4398556482","genre_codex":"editorial","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000049914124,0.0029634337,0.0003156611,0.020601058,0.9748233,0.0000097847,0.00003720498,0.00006722339,0.0011323347],"genre_scores_gemma":[0.000595982,0.00200514,0.00011894771,0.0064410763,0.9861274,0.0000113597025,0.000019469302,0.00005498762,0.0046257656],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99768996,0.00029574672,0.00028433546,0.00038939284,0.0011636936,0.00017689425],"domain_scores_gemma":[0.9872299,0.0036574772,0.0007124182,0.00039427774,0.0057470626,0.0022588237],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0034307432,0.002436452,0.0023380339,0.0027443445,0.002418659,0.0060201455,0.0021995113,0.0061427886,0.021367094],"category_scores_gemma":[0.012742896,0.00074540824,0.002371569,0.0008632791,0.0018842447,0.0035643934,0.0014369094,0.009824177,0.010751648],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003274074,0.0000090681615,0.000025254521,0.00012724599,0.000012125378,0.00006401571,0.00000957849,0.000037165417,0.00010598666,0.0006632236,0.99497885,0.0039346577],"study_design_scores_gemma":[0.000062068684,0.00005495473,0.0005252388,0.00031586376,0.000054586955,0.0003336466,0.000035674126,0.0005584671,0.0002503437,0.0031307815,0.9946578,0.000020517542],"about_ca_topic_score_codex":0.0006559707,"about_ca_topic_score_gemma":0.0012486676,"teacher_disagreement_score":0.021367094,"about_ca_system_score_codex":0.0016410102,"about_ca_system_score_gemma":0.0013594934,"threshold_uncertainty_score":0.071480095},"labels":[],"label_agreement":null},{"id":"W4399555567","doi":"10.1016/j.jrmge.2024.04.008","title":"Large-scale laboratory investigation of pillar-support interaction","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada); Royal Military College of Canada","funders":"Alpha Foundation for the Improvement of Mine Safety and Health","keywords":"Pillar; Scale (ratio); Computer science; Engineering; Geography; Mechanical engineering; Cartography","score_opus":0.004502671083014408,"score_gpt":0.19591997736372718,"score_spread":0.19141730628071277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399555567","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970733,0.000065938846,0.0023988031,0.000008237723,0.0000044321014,0.000023568533,0.00007202018,0.00003437364,0.0003192457],"genre_scores_gemma":[0.9966528,0.00008229487,0.0026927718,0.000008531877,0.00000529435,0.000039614773,0.00011487877,0.000005908145,0.00039789584],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997414,0.00002439354,0.000016429247,0.00005536687,0.00010919224,0.000053195497],"domain_scores_gemma":[0.99956113,0.00011129511,0.00009588585,0.00006718739,0.00009670953,0.00006765677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025672014,0.00049293967,0.00021763801,0.00030894126,0.00027084662,0.00017469852,0.00040687495,0.00036444466,0.0011604638],"category_scores_gemma":[0.00041643792,0.00014811446,0.00020594437,0.00020258305,0.0004351377,0.0003248066,0.00048406378,0.00031619266,0.00022402043],"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":[0.00006150438,0.0001578769,0.0014749183,0.000035229852,0.0000060127986,0.00008874903,0.00004653286,0.00077512657,0.99536407,0.00004049463,0.000030474475,0.001919034],"study_design_scores_gemma":[0.0000221728,0.003700667,0.019694163,0.0000069815865,0.000028056644,0.00020230339,0.00024133222,0.009316554,0.9660533,0.00008051702,0.0006358863,0.000017976403],"about_ca_topic_score_codex":0.00047518554,"about_ca_topic_score_gemma":0.0008107608,"teacher_disagreement_score":0.0011604638,"about_ca_system_score_codex":0.000106196414,"about_ca_system_score_gemma":0.00017870103,"threshold_uncertainty_score":0.0038821697},"labels":[],"label_agreement":null},{"id":"W4399700586","doi":"10.1016/j.jrmge.2024.01.028","title":"High-strain dynamic model of large-diameter pipe piles with soil plug for vertical vibration analysis","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Spark plug; Vibration; Structural engineering; Geotechnical engineering; Strain (injury); Geology; Materials science; Engineering; Acoustics; Mechanical engineering; Physics","score_opus":0.004963077244953444,"score_gpt":0.1961502720632637,"score_spread":0.19118719481831023,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399700586","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13151418,0.0005271459,0.8398546,0.00024929648,0.00010648595,0.0001235618,0.00064325007,0.00065993395,0.026321566],"genre_scores_gemma":[0.9606126,0.00056859094,0.020592459,0.000054946275,0.000030404815,0.00023497453,0.0003194154,0.00008568514,0.017500928],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998006,0.000033504708,0.000010008606,0.000042509066,0.00007917237,0.00003419363],"domain_scores_gemma":[0.9998369,0.00004715086,0.000035717283,0.000016308193,0.000048568643,0.00001527358],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001843657,0.0007990973,0.0006400251,0.00054765074,0.0004831824,0.000785985,0.0017130777,0.0018273714,0.002463109],"category_scores_gemma":[0.00039730797,0.00057549006,0.0007886641,0.0006016309,0.0006226769,0.00083284295,0.0006197784,0.0007120832,0.00070367125],"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":[0.000015969235,0.000024805495,0.00056725787,0.000052181946,0.000009334176,0.00026557306,0.000057899902,0.985545,0.007366551,0.0023196558,0.00025429498,0.0035214825],"study_design_scores_gemma":[0.0000025101263,0.000012743436,0.0002219793,0.0000033765134,0.0000029973878,0.000030215262,0.000015024963,0.9988642,0.00027364603,0.0002673667,0.0003013324,0.0000046965324],"about_ca_topic_score_codex":0.007949696,"about_ca_topic_score_gemma":0.005545369,"teacher_disagreement_score":0.007949696,"about_ca_system_score_codex":0.0005059456,"about_ca_system_score_gemma":0.0008956233,"threshold_uncertainty_score":0.015806854},"labels":[],"label_agreement":null},{"id":"W4400391800","doi":"10.1016/j.jrmge.2024.04.016","title":"Geomechanical risk assessment for CO2 storage in deep saline aquifers","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"CO2 Sequestration and Geologic Interactions","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Geology; Aquifer; Tectonics; Slippage; Permeability (electromagnetism); Slip (aerodynamics); Geomechanics; Geotechnical engineering; Petrology; Fault (geology); Seismology; Groundwater; Engineering; Structural engineering","score_opus":0.006813085289312417,"score_gpt":0.25076444528539815,"score_spread":0.24395135999608575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400391800","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99475694,0.00005481239,0.003847128,0.00008627148,0.000004045034,0.000018314942,0.000117041316,0.0000462844,0.0010693185],"genre_scores_gemma":[0.9992341,0.000017400716,0.00057465705,0.000005755142,0.0000012808042,0.000006844791,0.000024057183,0.0000046317527,0.0001312375],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998273,0.000053581796,0.000008977135,0.00003360426,0.000036062836,0.00004049101],"domain_scores_gemma":[0.9992447,0.0004110706,0.00013768589,0.000050017217,0.000096061034,0.000060584123],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045088577,0.00076006085,0.0005326079,0.0007261609,0.00048400793,0.0007311782,0.0007315564,0.0012396342,0.0007244988],"category_scores_gemma":[0.0012586676,0.00035300254,0.0005861522,0.00045543615,0.00085311243,0.00067894196,0.0009168255,0.0003830686,0.000038439935],"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":[0.00006223759,0.000047508296,0.007596454,0.000012603449,0.000023595685,0.00009209934,0.000016766282,0.98801315,0.0029748708,0.00035809795,0.00003172728,0.00077092845],"study_design_scores_gemma":[0.000008378723,0.00004174756,0.0014990603,0.0000014673673,0.000008487844,0.000009803159,0.00001451781,0.99710745,0.0011387415,0.00014007367,0.000023383089,0.00000694977],"about_ca_topic_score_codex":0.025470419,"about_ca_topic_score_gemma":0.012297612,"teacher_disagreement_score":0.025470419,"about_ca_system_score_codex":0.0013470234,"about_ca_system_score_gemma":0.00076820725,"threshold_uncertainty_score":0.05064428},"labels":[],"label_agreement":null},{"id":"W4401052841","doi":"10.1016/j.jrmge.2024.03.038","title":"3D slope stability analysis considering strength anisotropy by a micro-structure tensor enhanced elasto-plastic finite element method","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":24,"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":"National Natural Science Foundation of China","keywords":"Anisotropy; Slope stability; Finite element method; Slope stability analysis; Geotechnical engineering; Stability (learning theory); Geology; Landslide; Safety factor; Structural engineering; Geometry; Mathematics; Engineering; Physics; Computer science","score_opus":0.004626242668455519,"score_gpt":0.2079821736072975,"score_spread":0.203355930938842,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401052841","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.061078966,0.00015400424,0.93196636,0.00013444627,0.000026761134,0.000062721774,0.00012229243,0.00034987766,0.006104513],"genre_scores_gemma":[0.8014168,0.00030646322,0.19241568,0.00008088708,0.00002906544,0.0001931161,0.00017593584,0.00017293275,0.0052091493],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986255,0.000031242776,0.00000756345,0.00001911287,0.00006377825,0.000015791013],"domain_scores_gemma":[0.9997508,0.00008641729,0.00005030515,0.000023644605,0.00007055051,0.000018343624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029946756,0.0005730355,0.00048688988,0.0006956632,0.00032017767,0.000556285,0.0008513226,0.0011369695,0.0017731391],"category_scores_gemma":[0.00068842527,0.0004083548,0.0008205077,0.00035371957,0.0005227796,0.00038867793,0.00061097246,0.0004851135,0.0004121664],"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":[0.000019235009,0.000024039291,0.0011173117,0.000038929447,0.000019847223,0.00011996102,0.00005828668,0.9769911,0.010114008,0.0028211402,0.00019072594,0.00848538],"study_design_scores_gemma":[0.0000013301393,0.0000042318934,0.000100801684,0.0000024411868,0.0000018844106,0.000016039474,0.000005294939,0.9992192,0.00028412213,0.00016473533,0.00019744839,0.0000024118672],"about_ca_topic_score_codex":0.008155169,"about_ca_topic_score_gemma":0.0070119817,"teacher_disagreement_score":0.008155169,"about_ca_system_score_codex":0.00034420087,"about_ca_system_score_gemma":0.0008364748,"threshold_uncertainty_score":0.016215384},"labels":[],"label_agreement":null},{"id":"W4401549797","doi":"10.1016/j.jrmge.2024.08.001","title":"Quantification of uncertainties in back-analysis of radar-tracked rockfall trajectories","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Landslides and related hazards","field":"Environmental Science","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":"Rocscience (Canada); Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rockfall; Geology; Radar; Remote sensing; Computer science; Geotechnical engineering; Landslide; Telecommunications","score_opus":0.007330303024548481,"score_gpt":0.2143629519063848,"score_spread":0.2070326488818363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401549797","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47627747,0.000274879,0.51928973,0.00013898064,0.000049938073,0.00007248623,0.00060972356,0.0011995942,0.0020872164],"genre_scores_gemma":[0.91884184,0.00009536244,0.07951499,0.000039301838,0.000015582686,0.00004840076,0.000868234,0.00023028147,0.0003460447],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9976376,0.00055260345,0.00019886724,0.00045838175,0.00096092164,0.00019158117],"domain_scores_gemma":[0.9875566,0.007243966,0.0016140292,0.0015546173,0.0017939772,0.00023674978],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0054802,0.0012015267,0.00081012986,0.0025844984,0.000592977,0.0015906306,0.0011578458,0.0009516834,0.00088440324],"category_scores_gemma":[0.020804198,0.00049919327,0.0010314363,0.0011804395,0.0011152953,0.0013168826,0.0021534436,0.0009781534,0.00030785662],"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":[0.00042914596,0.00014201255,0.058525175,0.00020260982,0.00029877698,0.00047229292,0.0006548751,0.84667945,0.019078089,0.005560496,0.000837257,0.06711973],"study_design_scores_gemma":[0.000014493972,0.00009178434,0.016265308,0.00004582419,0.000033777877,0.00017483793,0.0001494882,0.97027403,0.008602259,0.0033854179,0.0008813839,0.00008145993],"about_ca_topic_score_codex":0.008775441,"about_ca_topic_score_gemma":0.007021294,"teacher_disagreement_score":0.008775441,"about_ca_system_score_codex":0.0007224046,"about_ca_system_score_gemma":0.0011080713,"threshold_uncertainty_score":0.0289824},"labels":[],"label_agreement":null},{"id":"W4401831069","doi":"10.1016/j.jrmge.2024.08.007","title":"Enhancing subsurface seismic profiling with distributed acoustic sensing and optimization algorithms","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Seismic Waves and Analysis","field":"Earth and Planetary Sciences","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Nanjing University; Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China; Ontario Ministry of Natural Resources and Forestry","keywords":"Distributed acoustic sensing; Profiling (computer programming); Vertical seismic profile; Geology; Algorithm; Computer science; Seismology; Telecommunications","score_opus":0.004697314141234598,"score_gpt":0.18205993272847606,"score_spread":0.17736261858724148,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401831069","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.015156647,0.000065237204,0.98393446,0.00005280773,0.00000883518,0.000014838845,0.000012742135,0.00020490294,0.00054950017],"genre_scores_gemma":[0.39402288,0.00012205116,0.60455227,0.000060015762,0.00002418814,0.00010719596,0.000093102564,0.000069549154,0.00094882824],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998006,0.00007063717,0.000010218223,0.00003750836,0.00005959182,0.000021400845],"domain_scores_gemma":[0.99955267,0.00026989126,0.0000541782,0.000025614188,0.000082294755,0.000015227516],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005287865,0.0009642467,0.00064915756,0.0005496717,0.00023964231,0.00047426575,0.0005800464,0.0007723185,0.0006316289],"category_scores_gemma":[0.0016154697,0.00044472003,0.00050380477,0.0005652517,0.0003784591,0.00066381873,0.00074708083,0.0006000555,0.00019190666],"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":[0.000030664854,0.00003170577,0.00034525117,0.000030554274,0.000016016465,0.000020682772,0.000029647368,0.95258075,0.0047396626,0.001467057,0.00019668083,0.04051127],"study_design_scores_gemma":[0.0000018851679,0.0000054577445,0.000032371783,0.0000010466995,0.0000011843105,0.0000024639992,0.00000250703,0.99921083,0.00029875047,0.00037661137,0.000065608685,0.0000013052002],"about_ca_topic_score_codex":0.0042885947,"about_ca_topic_score_gemma":0.0039313384,"teacher_disagreement_score":0.0042885947,"about_ca_system_score_codex":0.00033988585,"about_ca_system_score_gemma":0.0007778031,"threshold_uncertainty_score":0.008527219},"labels":[],"label_agreement":null},{"id":"W4401872429","doi":"10.1016/j.jrmge.2024.04.031","title":"Cyclic response of floating geosynthetic-encased steel slag columns in soft clay","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Geotechnical engineering; Slag (welding); Materials science; Geosynthetics; Geology; Composite material","score_opus":0.005547545310996176,"score_gpt":0.19894615228957288,"score_spread":0.1933986069785767,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401872429","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99825567,0.000045793426,0.0011876281,0.000009894555,0.000003935872,0.0000032231362,0.000030611605,0.00002196956,0.0004412241],"genre_scores_gemma":[0.9994894,0.000023399996,0.0002449252,0.000003464255,4.458539e-7,0.0000017366456,0.00001867793,0.0000023870339,0.00021548425],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999037,0.000008831589,0.000004777288,0.000015465488,0.000040003557,0.000027190525],"domain_scores_gemma":[0.99983895,0.000047060435,0.000037408343,0.000014981863,0.000039549497,0.000021949387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014320742,0.0002166591,0.00014595955,0.00033324605,0.00016076794,0.00020350672,0.00024668756,0.00029352392,0.0012660054],"category_scores_gemma":[0.00033371945,0.00010430162,0.00018276088,0.00019192752,0.00039729374,0.00016545688,0.0002545245,0.00015447028,0.00014347545],"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":[0.00056905986,0.00008787526,0.007901277,0.00014481206,0.000022387994,0.0005496223,0.00020603566,0.1547858,0.81658405,0.00031231815,0.0002907348,0.018546004],"study_design_scores_gemma":[0.00002975573,0.0014396844,0.04322416,0.000032959906,0.00004177942,0.00024013204,0.00057048164,0.54657143,0.40595344,0.00021447073,0.0016175197,0.00006418901],"about_ca_topic_score_codex":0.0030713184,"about_ca_topic_score_gemma":0.006406176,"teacher_disagreement_score":0.0030713184,"about_ca_system_score_codex":0.00029426898,"about_ca_system_score_gemma":0.00023399858,"threshold_uncertainty_score":0.0061068535},"labels":[],"label_agreement":null},{"id":"W4402281877","doi":"10.1016/j.jrmge.2024.09.003","title":"Modeling pore-pressure evolution in hydrating minefill subjected to coupled thermo-mechanical loading","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"State Key Laboratory of Geohazard Prevention and Geoenvironment Protection; Chengdu University of Technology; National Natural Science Foundation of China; Natural Science Foundation of Xinjiang Province","keywords":"Materials science; Composite material; Pore water pressure; Geotechnical engineering; Geology","score_opus":0.006852426760393946,"score_gpt":0.19059855760244898,"score_spread":0.18374613084205504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402281877","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9785855,0.00011174451,0.017962068,0.00013866728,0.000018369195,0.0000319349,0.00017657608,0.00008498189,0.0028901817],"genre_scores_gemma":[0.99789596,0.000059801183,0.0012626717,0.0000135059645,0.0000034514699,0.000024929532,0.000041754523,0.00001057703,0.00068736315],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999118,0.000015965907,0.000005541902,0.0000224977,0.000017694081,0.000026620084],"domain_scores_gemma":[0.9997893,0.00010234847,0.000040101608,0.000020778567,0.000020970132,0.000026618372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002109064,0.00036194047,0.00040082942,0.00026499145,0.00029255362,0.00063516764,0.0006723676,0.0013437406,0.0006754893],"category_scores_gemma":[0.0006253091,0.00030597896,0.0004823182,0.00020166357,0.0008973193,0.00053016754,0.00065764395,0.00043457645,0.00008317221],"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":[0.00006329956,0.000051843203,0.002722892,0.000029369983,0.000014313978,0.00020644952,0.000048456404,0.983877,0.010827838,0.0009409022,0.000059209844,0.0011585369],"study_design_scores_gemma":[0.000004480048,0.00001314328,0.00058566575,0.0000012761332,0.0000023522323,0.000008508792,0.000013837395,0.998547,0.0006488182,0.00013593893,0.000035083023,0.0000038004312],"about_ca_topic_score_codex":0.00877859,"about_ca_topic_score_gemma":0.003901323,"teacher_disagreement_score":0.00877859,"about_ca_system_score_codex":0.00035827488,"about_ca_system_score_gemma":0.0005812473,"threshold_uncertainty_score":0.017454982},"labels":[],"label_agreement":null},{"id":"W4403140395","doi":"10.1016/j.jrmge.2024.09.026","title":"Synchronous vertical fracture propagation of multi-layer radial wells for enhancing stimulated height in shale oil reservoir","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Geology; Oil shale; Petroleum engineering; Tight oil; Fracture (geology); Geotechnical engineering; Layer (electronics); Petrology; Materials science","score_opus":0.007594051881621189,"score_gpt":0.22711312822869018,"score_spread":0.219519076347069,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403140395","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6827935,0.00023629237,0.3154987,0.00005540197,0.000010114208,0.000022532482,0.00003628966,0.00027463355,0.0010724406],"genre_scores_gemma":[0.98073876,0.00005694443,0.018959882,0.000002938535,0.0000010339004,0.000008126324,0.000010861198,0.0000066628677,0.00021460028],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999007,0.000013503767,0.000006925616,0.000024999155,0.000033235065,0.000020661346],"domain_scores_gemma":[0.9998281,0.000049502905,0.000048550897,0.000023522189,0.000030227176,0.000020033816],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022645293,0.00031684656,0.0002280583,0.0003278927,0.00024622324,0.000373327,0.0004448803,0.0003349268,0.00037920702],"category_scores_gemma":[0.00040295706,0.0002576097,0.0002765452,0.00018389571,0.000273126,0.0006671434,0.0005493365,0.00023912123,0.00007411948],"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":[0.0003206117,0.00017322776,0.020627346,0.00016833226,0.000029148896,0.0004519854,0.00029586654,0.5261378,0.36867136,0.003971871,0.00018410235,0.07896828],"study_design_scores_gemma":[0.000008950845,0.000132202,0.0017334152,0.000007332116,0.000013533442,0.00005848218,0.00008184143,0.95584387,0.041332487,0.0005395315,0.00022878408,0.000019708064],"about_ca_topic_score_codex":0.002573053,"about_ca_topic_score_gemma":0.0044831354,"teacher_disagreement_score":0.002573053,"about_ca_system_score_codex":0.00030482624,"about_ca_system_score_gemma":0.0005762538,"threshold_uncertainty_score":0.0051161647},"labels":[],"label_agreement":null},{"id":"W4403876013","doi":"10.1016/j.jrmge.2024.05.056","title":"Undrained bearing capacity of obliquely-eccentrically loaded shallow foundations overlying a heterogeneous and inherently anisotropic clay deposit","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Geology; Bearing capacity; Geotechnical engineering; Bearing (navigation); Anisotropy; Shallow foundation; Petrology; Physics","score_opus":0.010806897024843888,"score_gpt":0.20723263700035194,"score_spread":0.19642573997550805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403876013","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979048,0.000016366303,0.0016212303,0.000004979526,0.0000010503297,0.0000019589536,0.000025432892,0.000008696307,0.0004155803],"genre_scores_gemma":[0.9996014,0.000015264217,0.00021280597,9.932533e-7,1.9782544e-7,0.0000014507609,0.00001507771,0.0000013959364,0.00015150377],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999088,0.000012575096,0.000008236967,0.000015398911,0.000026574906,0.000028370323],"domain_scores_gemma":[0.9996755,0.00012353988,0.00008434157,0.000039340743,0.000041418734,0.000035832112],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002574317,0.00024819176,0.0002530473,0.00054301944,0.00017214607,0.0003178401,0.00033360938,0.000310025,0.0006096459],"category_scores_gemma":[0.0007216299,0.00014830001,0.00022656632,0.00023060828,0.00055152684,0.00025797935,0.000414234,0.00014668913,0.000094794865],"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":[0.0003528951,0.000111432906,0.03831286,0.000107256725,0.000049901842,0.0013855208,0.00032533047,0.77142376,0.16733707,0.0012992126,0.00010557665,0.019189145],"study_design_scores_gemma":[0.000011481127,0.00021190871,0.054596357,0.0000235842,0.00003600018,0.00017852147,0.00036384078,0.9066567,0.037052125,0.0005600399,0.00027617134,0.000033251315],"about_ca_topic_score_codex":0.0032256395,"about_ca_topic_score_gemma":0.004809419,"teacher_disagreement_score":0.0032256395,"about_ca_system_score_codex":0.00024641087,"about_ca_system_score_gemma":0.00033705754,"threshold_uncertainty_score":0.006413698},"labels":[],"label_agreement":null},{"id":"W4404412305","doi":"10.1016/j.jrmge.2024.04.039","title":"Automatic identification of discontinuities and refined modeling of rock blocks from 3D point cloud data of rock surfaces","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"3D Surveying and Cultural Heritage","field":"Earth and Planetary Sciences","cited_by":12,"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":"China Scholarship Council; Program for Jilin University Science and Technology Innovative Research Team; National Natural Science Foundation of China; Jilin University; University of Alberta","keywords":"Classification of discontinuities; Geology; Point cloud; Identification (biology); Point (geometry); Rock mass classification; Geotechnical engineering; Cloud computing; Geometry; Computer science; Artificial intelligence; Mathematics; Mathematical analysis","score_opus":0.019841063597812406,"score_gpt":0.21836643725576688,"score_spread":0.19852537365795447,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404412305","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10615374,0.000120599645,0.89069074,0.00004530732,0.000022417267,0.0001435093,0.00055900327,0.0015653282,0.0006993568],"genre_scores_gemma":[0.6003342,0.0002771124,0.39623684,0.000023301858,0.000016979093,0.00014383589,0.0021359976,0.00014459396,0.0006871515],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994568,0.000035778314,0.000027761584,0.000119551776,0.00029057637,0.00006945187],"domain_scores_gemma":[0.9994615,0.00008265289,0.00009271917,0.00012917053,0.00020229454,0.000031730764],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031817573,0.0007324342,0.000635953,0.0029850858,0.00039260913,0.0007981962,0.00097396964,0.0006181876,0.0006309018],"category_scores_gemma":[0.0010800811,0.00042301626,0.00091026933,0.0017080706,0.0003311356,0.00097226276,0.00081380963,0.0007636641,0.00059585186],"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":[0.00029175344,0.00015809538,0.030917447,0.00031388883,0.000111988775,0.00077454787,0.0006352891,0.1952403,0.20487437,0.0037874319,0.0027737822,0.56012106],"study_design_scores_gemma":[0.000012533892,0.00003593828,0.017775955,0.000018981284,0.000022528882,0.00022349482,0.00015330222,0.9575723,0.021420369,0.0010644017,0.0016717612,0.000028521934],"about_ca_topic_score_codex":0.010161597,"about_ca_topic_score_gemma":0.011971568,"teacher_disagreement_score":0.010161597,"about_ca_system_score_codex":0.00036304595,"about_ca_system_score_gemma":0.00089051184,"threshold_uncertainty_score":0.020204902},"labels":[],"label_agreement":null},{"id":"W4404645328","doi":"10.1016/j.jrmge.2024.10.011","title":"Simplified approaches for predicting the nonlinear load-displacement response of single pile and pile groups in unsaturated soils","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Pile; Nonlinear system; Geotechnical engineering; Displacement (psychology); Soil water; Geology; Mathematics; Structural engineering; Soil science; Engineering; Physics; Psychology","score_opus":0.0156640970475763,"score_gpt":0.2079035531686534,"score_spread":0.1922394561210771,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404645328","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.046727974,0.00010013792,0.94837004,0.000031639545,0.0000134694355,0.00009417644,0.0002269928,0.0007803786,0.0036551845],"genre_scores_gemma":[0.79049486,0.00050305156,0.20226933,0.00003711375,0.000021809768,0.00042425675,0.00039349773,0.000152895,0.0057032793],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983,0.000028254528,0.000009661002,0.000023828712,0.000084819825,0.000023416544],"domain_scores_gemma":[0.999711,0.00011245904,0.000054214488,0.000036929065,0.00007072744,0.000014656957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021764671,0.0008087222,0.00053415215,0.00082107756,0.00027202777,0.00043908219,0.0012900733,0.0008281545,0.0028607913],"category_scores_gemma":[0.0008464931,0.0004998118,0.0005750303,0.0005294706,0.00031989207,0.00057611236,0.0005430055,0.00030998688,0.00078118296],"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":[0.000018385594,0.00002710992,0.00064084237,0.00007584546,0.00000808897,0.00007780827,0.000052329346,0.96808124,0.014015511,0.001398659,0.00019357142,0.0154106],"study_design_scores_gemma":[0.0000019447416,0.000012885286,0.00021644178,0.000003550107,0.0000026260586,0.000017826333,0.000010139746,0.9978125,0.0012186648,0.0003641906,0.00033409926,0.0000050935546],"about_ca_topic_score_codex":0.005893778,"about_ca_topic_score_gemma":0.0073949695,"teacher_disagreement_score":0.005893778,"about_ca_system_score_codex":0.00046172075,"about_ca_system_score_gemma":0.0009241923,"threshold_uncertainty_score":0.011718929},"labels":[],"label_agreement":null},{"id":"W4405750836","doi":"10.1016/j.jrmge.2024.12.002","title":"Limiting membrane behavior of compacted sand–bentonite mixture","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Bentonite; Limiting; Geotechnical engineering; Geology; Engineering","score_opus":0.006961224895593207,"score_gpt":0.21105405363633623,"score_spread":0.20409282874074303,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405750836","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980107,0.00025360857,0.0011896925,0.000020895908,0.0000071961877,0.000013154474,0.00010774624,0.00003126609,0.0003658229],"genre_scores_gemma":[0.99706954,0.00025122034,0.0015524918,0.000023019518,0.000002609865,0.000022172664,0.00019146131,0.000015232248,0.0008723424],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996946,0.000025953439,0.000031384803,0.00008787072,0.00011998552,0.000040220406],"domain_scores_gemma":[0.99969625,0.000050786643,0.00007593444,0.000038541864,0.0001022488,0.000036263125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001672212,0.0003748453,0.00033672544,0.00027392633,0.00023172706,0.00043445383,0.00029524465,0.0003983321,0.00072863454],"category_scores_gemma":[0.00050630694,0.00023532107,0.00023379631,0.00022690746,0.0003656958,0.00037480955,0.0003462376,0.00047036752,0.00018142987],"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":[0.000017739778,0.0000042391684,0.00024558092,0.00001503075,0.0000024744165,0.000033312113,0.000036038567,0.000068095025,0.99921834,0.000011173579,0.000004849069,0.00034311786],"study_design_scores_gemma":[0.0000024833005,0.00013077653,0.0060920888,0.0000063214293,0.000009405276,0.00009709594,0.00012571298,0.00073514576,0.99232775,0.000020281268,0.00044374302,0.000009129696],"about_ca_topic_score_codex":0.0024186324,"about_ca_topic_score_gemma":0.0036739698,"teacher_disagreement_score":0.0024186324,"about_ca_system_score_codex":0.00035022484,"about_ca_system_score_gemma":0.00017848476,"threshold_uncertainty_score":0.004809141},"labels":[],"label_agreement":null},{"id":"W4406288771","doi":"10.1016/j.jrmge.2024.11.046","title":"Understanding pore water pressure responses to sulphate in cemented tailings backfill with superplasticizers under thermo-hydro-mechanical-chemical field conditions","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Tailings Management and Properties","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":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Tailings; Pore water pressure; Geotechnical engineering; Geology; Superplasticizer; Materials science; Compressive strength; Composite material; Metallurgy","score_opus":0.014983410305698176,"score_gpt":0.21051176673658806,"score_spread":0.1955283564308899,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406288771","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973912,0.00026818865,0.001927982,0.000025224655,0.00000525169,0.000011188944,0.00012050284,0.000027057436,0.00022335441],"genre_scores_gemma":[0.99820983,0.00028557391,0.0011067956,0.000013097957,0.0000035832659,0.000016891117,0.00010239379,0.00000800966,0.00025384067],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999821,0.000020708205,0.0000095759015,0.000037781578,0.0000859437,0.000025082054],"domain_scores_gemma":[0.9998492,0.000046674697,0.000043698376,0.000008916801,0.00004099613,0.000010434226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032327586,0.00029641372,0.00033100744,0.00016543352,0.00015102624,0.00028703874,0.00028189964,0.00035948743,0.0006619024],"category_scores_gemma":[0.00030809594,0.00016038408,0.00029095478,0.00018290665,0.00030257448,0.00061363797,0.00024529954,0.00044195194,0.00014860251],"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":[0.00012595714,0.000030152347,0.0016903429,0.00010546076,0.000007109683,0.000042957505,0.000054878758,0.0016302373,0.9936371,0.00004627032,0.000025777268,0.0026039272],"study_design_scores_gemma":[0.000006853949,0.00039748198,0.010134008,0.000007092724,0.000014773598,0.0000351537,0.00013229848,0.0112568075,0.97741884,0.000071902476,0.00051056297,0.000014318872],"about_ca_topic_score_codex":0.0013340636,"about_ca_topic_score_gemma":0.002070405,"teacher_disagreement_score":0.0013340636,"about_ca_system_score_codex":0.0002888966,"about_ca_system_score_gemma":0.00023738369,"threshold_uncertainty_score":0.0026525855},"labels":[],"label_agreement":null},{"id":"W4406556037","doi":"10.1016/j.jrmge.2025.01.013","title":"Segmenting identified fracture families from 3D fracture networks in Montney rock using a deep learning-based method","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":6,"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 Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; Nvidia","keywords":"Geology; Fracture (geology); Artificial intelligence; Computer science; Geotechnical engineering","score_opus":0.004224093788686433,"score_gpt":0.22119893208596217,"score_spread":0.21697483829727574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406556037","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.42395663,0.0003538676,0.56747836,0.00024801752,0.000024581477,0.00014269327,0.0011225472,0.0040508164,0.0026225154],"genre_scores_gemma":[0.7212842,0.00014935934,0.27371845,0.00009730767,0.0000156902,0.0001247549,0.0023318,0.0001798363,0.002098665],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99978584,0.000016553868,0.00001125788,0.000077238146,0.000064950415,0.000044221088],"domain_scores_gemma":[0.9997156,0.00010153647,0.000045386885,0.000032212833,0.00008646636,0.000018619405],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002596044,0.00081369415,0.00043702647,0.0018096701,0.000393767,0.0006785409,0.0009260168,0.0009087425,0.0011676652],"category_scores_gemma":[0.0007820052,0.0003538204,0.0007220041,0.0010368959,0.0005467445,0.00054005097,0.00065602234,0.0006316241,0.00033971903],"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":[0.00032563173,0.00019668665,0.014126615,0.00019847821,0.00009170654,0.00073639775,0.00036982947,0.52057946,0.081815824,0.0029708373,0.003943736,0.37464482],"study_design_scores_gemma":[0.000003884433,0.000018803921,0.0023264675,0.0000079483725,0.0000089773575,0.00008312455,0.000050745173,0.9890407,0.007096449,0.00078155426,0.0005716313,0.000009777969],"about_ca_topic_score_codex":0.021839693,"about_ca_topic_score_gemma":0.04932311,"teacher_disagreement_score":0.021839693,"about_ca_system_score_codex":0.0006680513,"about_ca_system_score_gemma":0.0011415879,"threshold_uncertainty_score":0.043425143},"labels":[],"label_agreement":null},{"id":"W4406852507","doi":"10.1016/j.jrmge.2024.12.013","title":"A conditioned discrete fracture network for stability analysis of rock wedge in an open pit mine","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","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 Toronto","funders":"Mitacs","keywords":"Geology; Wedge (geometry); Geotechnical engineering; Mining engineering; Fracture (geology); Stability (learning theory); Petrology; Geometry; Mathematics; Computer science","score_opus":0.012150863538311638,"score_gpt":0.25413573838185705,"score_spread":0.24198487484354542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406852507","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34023044,0.00011351465,0.65521497,0.00011951578,0.000017962613,0.000059970927,0.00058371574,0.00021304876,0.0034468572],"genre_scores_gemma":[0.95461494,0.00007515536,0.0436553,0.000019357403,0.0000063947455,0.000075734264,0.00031234205,0.000029437326,0.0012113473],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998467,0.000041051582,0.000007678143,0.00004767315,0.000037627568,0.000019208974],"domain_scores_gemma":[0.99965847,0.00014632063,0.00006964804,0.00003053942,0.00007239419,0.000022739643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041633233,0.00037353844,0.0003794936,0.00047819194,0.00026909224,0.00045688305,0.001015343,0.0008102962,0.0011331685],"category_scores_gemma":[0.001121396,0.00036229895,0.0005646621,0.00035730822,0.0005860469,0.00055148616,0.00046916408,0.00053378165,0.00011322985],"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":[0.0000047448434,0.000006700669,0.0007199057,0.0000034009877,0.000002859503,0.000012947857,0.0000057702873,0.9972395,0.0003268852,0.00081648736,0.000020144238,0.000840797],"study_design_scores_gemma":[5.736751e-7,0.0000016231659,0.000113235525,5.306695e-7,5.3559927e-7,0.0000020850093,0.0000017439024,0.99956614,0.000039843984,0.00024922495,0.000023472825,8.648484e-7],"about_ca_topic_score_codex":0.026885577,"about_ca_topic_score_gemma":0.022075823,"teacher_disagreement_score":0.026885577,"about_ca_system_score_codex":0.00096647197,"about_ca_system_score_gemma":0.0009451232,"threshold_uncertainty_score":0.053458154},"labels":[],"label_agreement":null},{"id":"W4406916739","doi":"10.1016/j.jrmge.2025.01.017","title":"Investigation of imbibition and strain behavior of Longmaxi shale using fiber Bragg grating sensing","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Natural Science Foundation of China","keywords":"Imbibition; Fiber Bragg grating; Oil shale; Strain (injury); Materials science; Fiber; Composite material; Geotechnical engineering; Geology; Optoelectronics","score_opus":0.01240159035045751,"score_gpt":0.2102602469210336,"score_spread":0.19785865657057608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406916739","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99612266,0.00028720175,0.0030154672,0.000023651703,0.000005803328,0.000006633477,0.000082106504,0.000044099004,0.0004123524],"genre_scores_gemma":[0.9958347,0.00019982032,0.0033056622,0.000021418984,0.0000035643943,0.000009137232,0.00007231051,0.000005772796,0.00054757815],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998635,0.000008485789,0.000005705659,0.000029973793,0.00007388803,0.000018353288],"domain_scores_gemma":[0.99984705,0.0000318729,0.000044615816,0.000006597863,0.000055227953,0.000014631243],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019559018,0.00024637705,0.00018657073,0.00042193837,0.00015148893,0.00015342672,0.00018815427,0.00028439672,0.00028236202],"category_scores_gemma":[0.00020374396,0.0001293292,0.00011372696,0.00029729842,0.00016997497,0.0003435354,0.00013773986,0.00021646231,0.00008451532],"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":[0.000028713124,0.000013453746,0.0036717711,0.000041988846,0.00000322011,0.000030047022,0.000072154646,0.00020853564,0.9914049,0.000022844228,0.000025741738,0.0044767307],"study_design_scores_gemma":[0.0000038191556,0.00017315809,0.047001503,0.000006366185,0.000011205153,0.0000990087,0.00017642637,0.008792413,0.94301057,0.00002736646,0.00068071217,0.000017417524],"about_ca_topic_score_codex":0.0028965236,"about_ca_topic_score_gemma":0.008034107,"teacher_disagreement_score":0.0028965236,"about_ca_system_score_codex":0.00020079882,"about_ca_system_score_gemma":0.00021710264,"threshold_uncertainty_score":0.0057593584},"labels":[],"label_agreement":null},{"id":"W4407956455","doi":"10.1016/j.jrmge.2025.01.025","title":"Anisotropic mechanical characterization of gneissic rock from Canadian Shield: Bridging the micro- and meso-scale gap","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; State Key Laboratory of Geohazard Prevention and Geoenvironment Protection; University of Toronto; Energi Simulation","keywords":"Anisotropy; Bridging (networking); Geology; Characterization (materials science); Shield; Scale (ratio); Materials science; Geotechnical engineering; Petrology; Physics; Nanotechnology; Optics; Computer science","score_opus":0.005382208171999669,"score_gpt":0.18607882525990996,"score_spread":0.1806966170879103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407956455","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99753785,0.00013740521,0.00055100507,0.00003372524,0.00000249419,0.000013108226,0.00037066854,0.000019636143,0.001334174],"genre_scores_gemma":[0.9981358,0.000113714006,0.0008650662,0.000024451127,0.0000027566766,0.000009073401,0.000298123,0.000008715093,0.0005421772],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998036,0.0000033051947,0.000006171396,0.00003407777,0.00011729466,0.0000355912],"domain_scores_gemma":[0.9997806,0.000021942205,0.000035699573,0.000010876225,0.000119364784,0.000031428597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012929135,0.00036765423,0.00021803095,0.0016752421,0.0008761457,0.00048730196,0.0003730404,0.000389889,0.00077446795],"category_scores_gemma":[0.00027797875,0.0002027846,0.00013763232,0.00072632515,0.0008513843,0.00018853499,0.00023762033,0.00028647308,0.00013806715],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060808215,0.000030072577,0.06457273,0.00010556836,0.000026691556,0.00052502536,0.00034043824,0.0024703436,0.9242431,0.00016053637,0.00015928768,0.0073054037],"study_design_scores_gemma":[0.000005915445,0.00004777336,0.9101275,0.000014434417,0.000027667194,0.00037697802,0.00063548825,0.0051717185,0.08182315,0.00006631902,0.001675663,0.0000273762],"about_ca_topic_score_codex":0.2675216,"about_ca_topic_score_gemma":0.5730887,"teacher_disagreement_score":0.7324784,"about_ca_system_score_codex":0.0009869311,"about_ca_system_score_gemma":0.0010299918,"threshold_uncertainty_score":0.5319289},"labels":[],"label_agreement":null},{"id":"W4408063445","doi":"10.1016/j.jrmge.2024.11.060","title":"Hydro-shearing and traffic light protocols in mitigating seismic risks: A fully-coupled poroelastic boundary integral modeling approach","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Helmholtz Association","keywords":"Poromechanics; Shearing (physics); Geology; Geotechnical engineering; Environmental science; Mechanics; Physics; Porous medium","score_opus":0.012470360974716054,"score_gpt":0.23387508068541385,"score_spread":0.2214047197106978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408063445","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30904442,0.000908396,0.66172457,0.00070246693,0.00014739427,0.00021398588,0.00031612942,0.00038298056,0.026559597],"genre_scores_gemma":[0.9712815,0.00037458894,0.02332226,0.00009526268,0.000022675407,0.00019617111,0.00009160736,0.00005977463,0.0045561586],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999828,0.00004899266,0.000008316953,0.000033629258,0.000044360317,0.000036626858],"domain_scores_gemma":[0.9996823,0.00014185357,0.00006860187,0.00001837581,0.000056998913,0.00003182871],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043873803,0.00065119064,0.00079137913,0.0005801901,0.0004988047,0.0011426584,0.0013134668,0.0018308922,0.0017606129],"category_scores_gemma":[0.0009859509,0.0005414687,0.0009408457,0.00027449732,0.0010229178,0.0008963605,0.0013459335,0.0007757535,0.0001986761],"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":[0.000018850042,0.000024775525,0.00034898947,0.00001847824,0.000010398878,0.00003647505,0.000027419064,0.9948155,0.0013559642,0.0018559188,0.000049704417,0.0014374977],"study_design_scores_gemma":[0.0000029781766,0.0000061459345,0.000040959752,0.0000019485924,0.0000032567555,0.0000027616302,0.0000059784134,0.99948895,0.00011119732,0.0002450251,0.00008853291,0.00000222976],"about_ca_topic_score_codex":0.014621384,"about_ca_topic_score_gemma":0.007837461,"teacher_disagreement_score":0.014621384,"about_ca_system_score_codex":0.00068095105,"about_ca_system_score_gemma":0.0013453536,"threshold_uncertainty_score":0.029072523},"labels":[],"label_agreement":null},{"id":"W4408252528","doi":"10.1016/j.jrmge.2024.12.019","title":"Uneven frost heave deformation in water conveyance channels in cold-arid regions: Experimental evidence and thermo-hydro-mechanical coupling analysis","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","cited_by":7,"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":"China Scholarship Council; University of Waterloo; Jilin University; National Natural Science Foundation of China","keywords":"Frost heaving; Geotechnical engineering; Deformation (meteorology); Geology; Arid; Coupling (piping); Frost (temperature); Engineering; Geomorphology; Mechanical engineering","score_opus":0.01878763247889279,"score_gpt":0.23815539073760147,"score_spread":0.2193677582587087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408252528","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99969065,0.0000075965413,0.0002202021,0.0000023072712,7.9637834e-7,0.000003047417,0.000021360976,0.0000026952541,0.00005141531],"genre_scores_gemma":[0.99966085,0.000011841272,0.00024298995,0.0000020515674,8.807044e-7,0.00000429383,0.000027136548,0.0000012458014,0.00004868501],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989045,0.000006910779,0.0000055851788,0.000035831614,0.000031084233,0.000030039506],"domain_scores_gemma":[0.9998859,0.00001717809,0.000034755474,0.000011341708,0.000027111844,0.000023697286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019993738,0.0002459255,0.00018505116,0.00035870943,0.0003552147,0.00018930633,0.0002322907,0.00021239812,0.00046923428],"category_scores_gemma":[0.00021338077,0.00017806896,0.00024166095,0.0002396078,0.00040750258,0.00028680405,0.00022528956,0.00022569913,0.000037974183],"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":[0.00045814484,0.00035651194,0.2564523,0.00012864642,0.00005906005,0.00057045143,0.0006757599,0.010874545,0.71698743,0.00021955653,0.0001598434,0.013057751],"study_design_scores_gemma":[0.000028730794,0.00048675435,0.8800038,0.0000072704506,0.000051985367,0.000104826315,0.00063355215,0.0381208,0.08011311,0.000099462275,0.0003115733,0.000038192986],"about_ca_topic_score_codex":0.007483821,"about_ca_topic_score_gemma":0.013817088,"teacher_disagreement_score":0.007483821,"about_ca_system_score_codex":0.0002399411,"about_ca_system_score_gemma":0.00023761534,"threshold_uncertainty_score":0.014880478},"labels":[],"label_agreement":null},{"id":"W4408254713","doi":"10.1016/j.jrmge.2024.12.021","title":"Investigating the effects of geothermally active temperature conditions on fully grouted rock bolts with distributed fiber optic sensors","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering and Underground Structures","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":"Royal Military College of Canada","funders":"Collège militaire royal du Canada; Natural Sciences and Engineering Research Council of Canada; Ministère de la Défense Nationale","keywords":"Optical fiber; Geology; Geotechnical engineering; Structural engineering; Materials science; Engineering; Telecommunications","score_opus":0.0022699688735942983,"score_gpt":0.1808682343389196,"score_spread":0.1785982654653253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408254713","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99577975,0.00026875254,0.0035029287,0.000017201384,0.000014793067,0.000020195635,0.00010657542,0.00009138127,0.00019832603],"genre_scores_gemma":[0.99258304,0.00022464464,0.005806068,0.000023046998,0.000006256414,0.000039223265,0.000118109776,0.000058150446,0.0011415079],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99948174,0.000036248843,0.000032582186,0.00012536546,0.0002527202,0.000071484654],"domain_scores_gemma":[0.99899906,0.00018662972,0.00038845523,0.000098784425,0.0002703238,0.00005672128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004960362,0.0006657337,0.0004091821,0.00035073387,0.00017831975,0.00037147873,0.00054583926,0.00040502998,0.0010165152],"category_scores_gemma":[0.0009203798,0.0003978748,0.00038034946,0.00029797267,0.0005255315,0.00069997896,0.0003747663,0.00057494064,0.0002930572],"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":[0.00006530704,0.000016513686,0.00057069235,0.000060383245,0.000006338193,0.000054301174,0.00008837467,0.00030855028,0.9974504,0.000010601203,0.000014665043,0.001353886],"study_design_scores_gemma":[0.0000030431474,0.0003800928,0.0092577655,0.000007671411,0.000017171456,0.00006077994,0.00012423644,0.0012815753,0.9884113,0.00000960967,0.00043152634,0.0000152462835],"about_ca_topic_score_codex":0.000831745,"about_ca_topic_score_gemma":0.0030622769,"teacher_disagreement_score":0.0010165152,"about_ca_system_score_codex":0.0002989786,"about_ca_system_score_gemma":0.00014892423,"threshold_uncertainty_score":0.0034006238},"labels":[],"label_agreement":null},{"id":"W4408350078","doi":"10.1016/j.jrmge.2024.11.061","title":"Modeling compression behaviors of freeze-thaw-impacted soils extending the disturbed state concept","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Wuhan University; China Scholarship Council; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China; University of Ottawa","keywords":"Soil water; Geotechnical engineering; Compression (physics); State (computer science); Geology; Environmental science; Computer science; Soil science; Materials science","score_opus":0.004582814498471728,"score_gpt":0.21610069158302586,"score_spread":0.21151787708455413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408350078","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95344883,0.00017508447,0.044510517,0.00002453591,0.000005964944,0.000036594396,0.00014203119,0.000084892104,0.001571529],"genre_scores_gemma":[0.99745136,0.00010505536,0.0020988192,0.000003726408,0.0000011306945,0.000015625634,0.00006075686,0.0000053942217,0.00025805776],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993527,0.0000066640437,0.000003889316,0.000013118745,0.000028096674,0.000012821194],"domain_scores_gemma":[0.99985886,0.000056919558,0.000033637323,0.00001561398,0.000026544147,0.00000835588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014793251,0.00032030593,0.00019547871,0.00043235524,0.00012805067,0.00028724544,0.00043646293,0.00040143222,0.00032557672],"category_scores_gemma":[0.00046022932,0.00017298342,0.00022199178,0.00032520012,0.00034785946,0.00043455037,0.00021607321,0.00017652771,0.00006759289],"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":[0.00006535649,0.00007331435,0.010168628,0.00007322686,0.000011582725,0.00019309275,0.00008891916,0.92841166,0.04753864,0.00082492654,0.00007809677,0.0124724945],"study_design_scores_gemma":[0.0000019516206,0.000032731892,0.0024875503,0.0000025608958,0.0000030242634,0.000030769475,0.000016631102,0.9932104,0.0039812173,0.00013084132,0.00009805592,0.000004276686],"about_ca_topic_score_codex":0.0054342444,"about_ca_topic_score_gemma":0.0058360533,"teacher_disagreement_score":0.0054342444,"about_ca_system_score_codex":0.00034850955,"about_ca_system_score_gemma":0.00041194644,"threshold_uncertainty_score":0.010805249},"labels":[],"label_agreement":null},{"id":"W4409202150","doi":"10.1016/j.jrmge.2025.02.009","title":"Mechanical behavior and acoustic emission characteristics of initially damaged coal under triaxial cyclic loading and unloading","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Key Research and Development Program of China; Graduate Scientific Research and Innovation Foundation of Chongqing; State Key Laboratory of Coal Mine Disaster Dynamics and Control; National Natural Science Foundation of China","keywords":"Acoustic emission; Geotechnical engineering; Coal; Materials science; Geology; Structural engineering; Composite material; Engineering","score_opus":0.010067561848208034,"score_gpt":0.23046673600859355,"score_spread":0.2203991741603855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409202150","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988154,0.00006008563,0.00090100814,0.000008079389,0.0000026666967,0.000005647147,0.000031631633,0.000009091242,0.0001664723],"genre_scores_gemma":[0.9990501,0.00004726181,0.00048230658,0.000012378828,0.0000019846643,0.000011082265,0.000054806256,0.0000046573673,0.0003353284],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981505,0.0000144625,0.000011003664,0.00003940887,0.00008867327,0.000031458945],"domain_scores_gemma":[0.9997075,0.00006391467,0.00007676053,0.000026360929,0.000085592794,0.000039899474],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001865969,0.00022638042,0.0001483232,0.0003695979,0.00019971636,0.00013167359,0.00017535806,0.00031363798,0.00080101384],"category_scores_gemma":[0.00043992515,0.00014466568,0.00013755255,0.00018106832,0.00041046628,0.00024601741,0.0002062637,0.00022419203,0.00011206267],"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":[0.00010233822,0.000018023504,0.005299148,0.000023836332,0.000003706786,0.00010051898,0.00015673846,0.00041885788,0.9912873,0.000020087162,0.000017704995,0.002551812],"study_design_scores_gemma":[0.0000073584374,0.0006791613,0.19953665,0.000011989252,0.000021262313,0.00033858255,0.0008316284,0.009552278,0.7882555,0.00009666384,0.00063899887,0.000029897235],"about_ca_topic_score_codex":0.0010848742,"about_ca_topic_score_gemma":0.0013854358,"teacher_disagreement_score":0.0010848742,"about_ca_system_score_codex":0.00012432596,"about_ca_system_score_gemma":0.000087113855,"threshold_uncertainty_score":0.0026797056},"labels":[],"label_agreement":null},{"id":"W4409583375","doi":"10.1016/j.jrmge.2025.02.012","title":"Degradation of fully saturated uniform sand subjected to small-strain undrained cyclic shearing","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Ministarstvo Obrazovanja, Znanosti i Sporta; European Regional Development Fund; Sveučilište u Rijeci","keywords":"Shearing (physics); Geotechnical engineering; Degradation (telecommunications); Materials science; Geology; Engineering","score_opus":0.005632311330507729,"score_gpt":0.1955724358293946,"score_spread":0.18994012449888686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409583375","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992562,0.00009289677,0.00028127324,0.000005900569,0.0000037538969,0.0000046815317,0.00009693493,0.000011926208,0.00024635662],"genre_scores_gemma":[0.99899524,0.00007520357,0.00031414532,0.000013349805,0.0000010859522,0.0000051165252,0.000112821384,0.000003892543,0.00047916608],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998276,0.000014123789,0.000018569104,0.000032141867,0.00006769947,0.000039809926],"domain_scores_gemma":[0.9996327,0.00007725143,0.00008599703,0.00003647356,0.00010913967,0.00005839848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016534347,0.0002904836,0.00022330029,0.0002746269,0.00016697981,0.00024839083,0.00016215663,0.00024474587,0.0012507465],"category_scores_gemma":[0.00047348364,0.00016198447,0.00013326209,0.00029662828,0.00029643462,0.00018822927,0.00021869323,0.00021368616,0.00013947213],"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":[0.00027636215,0.000038309063,0.0044876873,0.000047997113,0.000012787973,0.00017558273,0.00016777564,0.00090170663,0.9899738,0.000025295982,0.00003237075,0.0038603987],"study_design_scores_gemma":[0.000008676549,0.00085604633,0.09282887,0.0000145083995,0.0000274831,0.0001843606,0.0005429954,0.005693939,0.89901364,0.00003684621,0.0007713691,0.000021394046],"about_ca_topic_score_codex":0.0030110462,"about_ca_topic_score_gemma":0.006631437,"teacher_disagreement_score":0.0030110462,"about_ca_system_score_codex":0.00022410484,"about_ca_system_score_gemma":0.00018471922,"threshold_uncertainty_score":0.005987048},"labels":[],"label_agreement":null},{"id":"W4410577985","doi":"10.1016/j.jrmge.2025.02.025","title":"Flyrock distance prediction using a hybrid LightGBM ensemble learning and two nature-based metaheuristic algorithms","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Barrick Gold (Canada)","funders":"Natural Science Foundation of Shandong Province; Natural Science Foundation of Guangdong Province; Ministry of Natural Resources of the People's Republic of China","keywords":"Metaheuristic; Ensemble learning; Computer science; Artificial intelligence; Algorithm; Machine learning","score_opus":0.0030898998663834855,"score_gpt":0.21032207861559357,"score_spread":0.2072321787492101,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410577985","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22776093,0.0015607541,0.76350754,0.00061195425,0.00023810632,0.00015665079,0.00029367767,0.001337171,0.0045331004],"genre_scores_gemma":[0.88596797,0.00031025312,0.11035021,0.00034147478,0.00009840918,0.00018837574,0.00054666295,0.00006381179,0.002132667],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999569,0.000103362625,0.0000279965,0.00010755763,0.00009798203,0.000094168485],"domain_scores_gemma":[0.99944323,0.00024796967,0.00005534423,0.00003473644,0.00017102621,0.000047693746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012528534,0.0012644503,0.0017850711,0.0012856874,0.00049153325,0.00096301275,0.0014346979,0.0013270855,0.0010335428],"category_scores_gemma":[0.0016339116,0.00049234566,0.0014055924,0.0008528425,0.00032111278,0.00078077544,0.00094515656,0.0010191562,0.00021479474],"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":[0.00011097212,0.0001454069,0.0043594684,0.00005436216,0.00013238654,0.000059856975,0.000035679568,0.90921247,0.0013578325,0.0010156368,0.0011923547,0.08232361],"study_design_scores_gemma":[0.000005347453,0.000018248036,0.00016431755,0.0000029172613,0.000010445012,0.0000036059391,0.0000043859236,0.99935955,0.00012841528,0.00020208051,0.0000983271,0.0000023593989],"about_ca_topic_score_codex":0.011161272,"about_ca_topic_score_gemma":0.009351286,"teacher_disagreement_score":0.011161272,"about_ca_system_score_codex":0.00066992454,"about_ca_system_score_gemma":0.0014395843,"threshold_uncertainty_score":0.022192597},"labels":[],"label_agreement":null},{"id":"W4410595876","doi":"10.1016/j.jrmge.2025.05.001","title":"Ground-breathing effect of the Loess Plateau: Insights from the Chinese 72 pentads","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"National Science Fund for Distinguished Young Scholars; National Key Research and Development Program of China","keywords":"Loess plateau; Plateau (mathematics); Geology; Loess; Geomorphology; Soil science; Mathematics","score_opus":0.0018122084187804591,"score_gpt":0.18457804459777757,"score_spread":0.1827658361789971,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410595876","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997954,0.00016550404,0.00059503294,0.000074671894,0.0000035914156,0.0000041653684,0.00011909604,0.000009085289,0.0010748592],"genre_scores_gemma":[0.9993611,0.0001105639,0.00018367846,0.00001215553,0.000003546625,0.0000022180354,0.0001176923,0.0000026411233,0.00020637704],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99995124,0.000005914361,0.0000029810121,0.000017283992,0.000009554243,0.000013048481],"domain_scores_gemma":[0.9999242,0.000010685097,0.000018863835,0.000011695887,0.000018518762,0.000016107188],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017338917,0.00018410431,0.00017044433,0.00079012796,0.0003807485,0.00034446974,0.00027155693,0.00018033381,0.0007805727],"category_scores_gemma":[0.00027336125,0.00010826418,0.0002785202,0.0008992125,0.00034375014,0.00040064965,0.00045455137,0.00015416348,0.000067953006],"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":[0.00008422255,0.00004704858,0.9199648,0.0001503183,0.00009866617,0.0011056887,0.003091371,0.010247177,0.015863527,0.0019463472,0.0008310696,0.046569727],"study_design_scores_gemma":[0.0000033444296,0.000025740725,0.972985,0.000014200663,0.00003963211,0.000102175756,0.0012354564,0.023014266,0.00058778864,0.00069995003,0.0012768086,0.000015549906],"about_ca_topic_score_codex":0.03177075,"about_ca_topic_score_gemma":0.046232305,"teacher_disagreement_score":0.03177075,"about_ca_system_score_codex":0.000341095,"about_ca_system_score_gemma":0.0003512378,"threshold_uncertainty_score":0.063171685},"labels":[],"label_agreement":null},{"id":"W4414146892","doi":"10.1016/j.jrmge.2025.08.006","title":"Are there Class II rocks?","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","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":"Natural Sciences and Engineering Research Council of Canada; Northeastern University","keywords":"Class (philosophy); Rock mechanics; Brittleness; Test (biology); Calculus (dental); Deformation (meteorology)","score_opus":0.00745735220182382,"score_gpt":0.20349456035232938,"score_spread":0.19603720815050557,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414146892","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24269693,0.31087357,0.09786688,0.14774783,0.01458312,0.00028507013,0.0011802467,0.0007350892,0.18403128],"genre_scores_gemma":[0.78754973,0.12321191,0.021377197,0.033295944,0.006396288,0.0002211294,0.0009400594,0.0004500765,0.026557678],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9973949,0.0004263346,0.00025605457,0.00072744687,0.0008796804,0.00031549213],"domain_scores_gemma":[0.9930466,0.0030020152,0.0019132108,0.000542255,0.0009304094,0.0005655284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0034496626,0.0005084041,0.0011642333,0.002269583,0.0020465748,0.0045645363,0.0017335189,0.0027767746,0.0047399937],"category_scores_gemma":[0.014293854,0.0005070166,0.00063366693,0.0016575633,0.008295446,0.009576372,0.0023046483,0.0032457754,0.0029483486],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004377753,0.00009168537,0.06153607,0.0037372112,0.00015203671,0.0037147754,0.014518621,0.0005403056,0.0059799426,0.27028498,0.039587326,0.59941924],"study_design_scores_gemma":[0.00002800895,0.000227572,0.024882507,0.0028129572,0.00016175784,0.015202005,0.027681053,0.00080890796,0.004201946,0.2967208,0.6271175,0.00015494786],"about_ca_topic_score_codex":0.0022125072,"about_ca_topic_score_gemma":0.0021725076,"teacher_disagreement_score":0.0047399937,"about_ca_system_score_codex":0.0011669397,"about_ca_system_score_gemma":0.0015058237,"threshold_uncertainty_score":0.01824379},"labels":[],"label_agreement":null},{"id":"W4415225550","doi":"10.1016/j.jrmge.2025.07.013","title":"Consolidation and mechanical response of cemented tailings backfill to multiaxial stresses from rockwall closure and self-loading","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; University of Ottawa","keywords":"Consolidation (business); Drainage; Modulus; Closure (psychology); Tailings; Compressive strength; Compression (physics)","score_opus":0.005506880055275005,"score_gpt":0.19899922718989657,"score_spread":0.19349234713462157,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415225550","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99891055,0.00017752936,0.00049285404,0.000009639312,0.000007851929,0.000008728606,0.000101269005,0.000025605863,0.00026602522],"genre_scores_gemma":[0.9990043,0.00010173194,0.00036775763,0.000016165186,0.0000029311634,0.000014167594,0.0001145153,0.0000091817565,0.00036914626],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975055,0.000016480259,0.000024124976,0.00004370627,0.00011945947,0.000045811907],"domain_scores_gemma":[0.99971277,0.00005678487,0.00008733146,0.000021845259,0.00007720908,0.00004399702],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035680868,0.00042055236,0.0003135208,0.00037804875,0.00022813072,0.00035390205,0.0002438519,0.00043673243,0.0013705975],"category_scores_gemma":[0.0004364898,0.00020303516,0.00035842313,0.00030243924,0.0005175772,0.00037457235,0.0002476807,0.0005129886,0.00020079594],"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":[0.00026231012,0.00006636794,0.003414585,0.00006538887,0.0000105934105,0.00015173788,0.00013377752,0.0014224641,0.99030846,0.00006927656,0.00005224897,0.004042682],"study_design_scores_gemma":[0.00001841973,0.0013136098,0.042597838,0.000022137092,0.00003589153,0.00015124553,0.0003515003,0.008333222,0.9459056,0.000089909096,0.0011483544,0.000032352767],"about_ca_topic_score_codex":0.0011550345,"about_ca_topic_score_gemma":0.0025701027,"teacher_disagreement_score":0.0013705975,"about_ca_system_score_codex":0.00028914624,"about_ca_system_score_gemma":0.00025319643,"threshold_uncertainty_score":0.004585147},"labels":[],"label_agreement":null},{"id":"W4415300160","doi":"10.1016/j.jrmge.2025.08.016","title":"Revisiting the Brazilian disc test with split Hopkinson pressure bar by high-speed digital image correlation analysis","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"High-Velocity Impact and Material Behavior","field":"Materials Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"University of Toronto; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Digital image correlation; Split-Hopkinson pressure bar; Ultimate tensile strength; Tensile testing; Bar (unit); Strain rate; Strain gauge; RADIUS","score_opus":0.002935614593014303,"score_gpt":0.20740188973273166,"score_spread":0.20446627513971735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415300160","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.846624,0.0009800411,0.14134629,0.00024887265,0.00013820603,0.00020879853,0.00046154606,0.0006335706,0.009358733],"genre_scores_gemma":[0.9367585,0.00030041832,0.06012588,0.00007652543,0.000016857395,0.00006028558,0.00021725352,0.00006829805,0.002375906],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979358,0.00021534819,0.000119001794,0.00032867884,0.0012862616,0.00011504629],"domain_scores_gemma":[0.99732083,0.0004970837,0.00032068545,0.00035864083,0.0014252774,0.0000775271],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018066389,0.0004884092,0.0003478077,0.0012909232,0.00036845246,0.000743305,0.0008193728,0.0005554455,0.00184814],"category_scores_gemma":[0.0041045053,0.00029874867,0.0003299938,0.001102587,0.0008049387,0.00077360496,0.00059596484,0.00051998737,0.00048525314],"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":[0.00060404866,0.00013294331,0.047329385,0.0006367804,0.000058926325,0.0006098003,0.0007315363,0.0063049416,0.76439613,0.0043753968,0.001773318,0.17304674],"study_design_scores_gemma":[0.0000402666,0.0013302232,0.1546763,0.00010645727,0.00014451868,0.0017008118,0.000867146,0.09788869,0.7266559,0.0012929799,0.015155972,0.00014071954],"about_ca_topic_score_codex":0.004380219,"about_ca_topic_score_gemma":0.009735414,"teacher_disagreement_score":0.004380219,"about_ca_system_score_codex":0.00058400666,"about_ca_system_score_gemma":0.00077657413,"threshold_uncertainty_score":0.009554505},"labels":[],"label_agreement":null},{"id":"W4416397190","doi":"10.1016/j.jrmge.2025.07.032","title":"Understanding the anisotropic stress–strain behavior of heterogeneous slate in uniaxial compressive strength testing","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Xunta de Galicia; Consellería de Cultura, Educación e Ordenación Universitaria, Xunta de Galicia; Universidade de Vigo; Kungliga Tekniska Högskolan","keywords":"Anisotropy; Transverse isotropy; Compressive strength; Isotropy; Context (archaeology); Finite element method; Orientation (vector space); Rock mechanics; Foliation (geology); Plane stress","score_opus":0.02668366508719401,"score_gpt":0.22802620839521717,"score_spread":0.20134254330802315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416397190","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9149895,0.0002936573,0.0821617,0.00003345511,0.000009384306,0.00003998802,0.00017392248,0.00013208315,0.0021662724],"genre_scores_gemma":[0.98727536,0.00013659746,0.012125379,0.000013585336,0.0000030871051,0.000022408154,0.00012052395,0.000013716549,0.00028944196],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997391,0.000025882395,0.000020537023,0.00005491597,0.00013186513,0.000027769796],"domain_scores_gemma":[0.99949944,0.00015477091,0.00015707349,0.000050951177,0.00011611246,0.000021555865],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006261243,0.0004556363,0.0002400427,0.0009925347,0.00015867283,0.00042839054,0.00034710366,0.0003494196,0.00058356544],"category_scores_gemma":[0.0009851744,0.00018303869,0.00016231582,0.00065912196,0.00063107384,0.00046878183,0.00031615284,0.00025685577,0.00014412787],"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":[0.000093322364,0.00006311317,0.0152613465,0.00018785645,0.000014413175,0.00040889942,0.00035186525,0.034591228,0.9116779,0.0009306117,0.00011792428,0.03630144],"study_design_scores_gemma":[0.000012420963,0.00041643524,0.11927733,0.00008665902,0.000039182243,0.0006566051,0.0008417556,0.24122348,0.6334943,0.0016957379,0.0021733916,0.00008273101],"about_ca_topic_score_codex":0.0017704077,"about_ca_topic_score_gemma":0.0054091522,"teacher_disagreement_score":0.0017704077,"about_ca_system_score_codex":0.00014084911,"about_ca_system_score_gemma":0.00030461908,"threshold_uncertainty_score":0.0035202503},"labels":[],"label_agreement":null},{"id":"W4416822238","doi":"10.1016/j.jrmge.2025.09.014","title":"Wellbore integrity assessment for CO2 injection wells in the Lloydminster area","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"CO2 Sequestration and Geologic Interactions","field":"Environmental Science","cited_by":3,"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":"Mitacs; Petroleum Technology Research Centre; Canadian Natural Resources Limited; Cenovus Energy","keywords":"Wellbore; Injection well; Permeability (electromagnetism); Pigging","score_opus":0.011123151373291253,"score_gpt":0.26485649285221474,"score_spread":0.2537333414789235,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416822238","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973423,0.00008688981,0.00045023256,0.000034851597,0.0000024678332,0.000036012094,0.00021830101,0.000012209783,0.0018166761],"genre_scores_gemma":[0.9982362,0.00005128413,0.0004766586,0.000010599886,0.0000010909055,0.000009706255,0.000115244235,0.0000031122886,0.0010961266],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9993624,0.00006376514,0.00004326927,0.00009417534,0.00028472353,0.0001517081],"domain_scores_gemma":[0.9988412,0.00013401682,0.0002488842,0.00003708132,0.0006379455,0.000100844685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005516244,0.00025078835,0.00039613407,0.0014427237,0.0009478452,0.0017423831,0.0006245444,0.00075622345,0.0010286822],"category_scores_gemma":[0.0012115672,0.00028282817,0.0002540476,0.001397609,0.00059210387,0.0008858007,0.00058323704,0.0002647394,0.00019903827],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007637847,0.00015741293,0.93697816,0.00012430332,0.00013281351,0.0011206969,0.0028350372,0.009931907,0.023429886,0.00057204673,0.0007577878,0.023196174],"study_design_scores_gemma":[0.000016730242,0.00020665939,0.97040546,0.00005479737,0.00006404953,0.00014454115,0.004004579,0.01694783,0.0061798445,0.000088903784,0.0018572111,0.000029348294],"about_ca_topic_score_codex":0.4354707,"about_ca_topic_score_gemma":0.7024325,"teacher_disagreement_score":0.5645293,"about_ca_system_score_codex":0.0041865394,"about_ca_system_score_gemma":0.002941881,"threshold_uncertainty_score":0.86587197},"labels":[],"label_agreement":null},{"id":"W4417334675","doi":"10.1016/j.jrmge.2025.12.010","title":"Energy conversion of NPR protective net under high-energy impacts","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"National Natural Science Foundation of China","keywords":"Rockfall; Energy transformation; Deformation (meteorology); Energy (signal processing); Transformation (genetics); Net (polyhedron)","score_opus":0.002748198752733368,"score_gpt":0.1778999847044115,"score_spread":0.17515178595167816,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417334675","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972625,0.00006912216,0.0018641825,0.00001108085,0.0000058953983,0.000004984823,0.000032015865,0.000017608567,0.0007326035],"genre_scores_gemma":[0.99918216,0.000047442158,0.00038296133,0.0000052588175,7.83337e-7,0.0000031502527,0.000027877677,0.0000034057969,0.0003470153],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998667,0.000010077273,0.000005244069,0.000026297026,0.0000577639,0.000033883403],"domain_scores_gemma":[0.9999194,0.000014139708,0.000018199657,0.000014791884,0.000024070192,0.000009368487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001953328,0.0002625946,0.00021692677,0.00033025598,0.00029650304,0.00021658825,0.0003120313,0.00021927556,0.0010807754],"category_scores_gemma":[0.00021175791,0.00010234766,0.0002000354,0.00026484695,0.00037679265,0.0005698549,0.00033081693,0.00020402836,0.00012654733],"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":[0.00033572715,0.00008103681,0.017309096,0.00023622709,0.00002327441,0.0011690069,0.00035031867,0.031989735,0.9199435,0.0009784428,0.0002682935,0.027315352],"study_design_scores_gemma":[0.000025272331,0.0009188234,0.09380581,0.00002997302,0.00004851905,0.00056850037,0.0010015381,0.10613687,0.7939158,0.0010481726,0.0024627654,0.000037950602],"about_ca_topic_score_codex":0.00088531343,"about_ca_topic_score_gemma":0.0020993315,"teacher_disagreement_score":0.0010807754,"about_ca_system_score_codex":0.00023747265,"about_ca_system_score_gemma":0.0001226844,"threshold_uncertainty_score":0.0036155581},"labels":[],"label_agreement":null},{"id":"W4417516065","doi":"10.1016/j.jrmge.2025.12.012","title":"Kinetic energy evolution of abrasive waterjet perforation in sandstone reservoirs: Toward enhanced efficiency","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Erosion and Abrasive Machining","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Kinetic energy; Jet (fluid); Perforation; Turbulence kinetic energy; Nozzle; Body orifice; Turbulence; Inflow","score_opus":0.004192943612764609,"score_gpt":0.2077088518858108,"score_spread":0.2035159082730462,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417516065","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9902209,0.00012577645,0.008242465,0.00006468634,0.00000846528,0.000010789562,0.00004360498,0.000077721095,0.0012055296],"genre_scores_gemma":[0.9988471,0.000051215146,0.00093190937,0.0000049349205,7.841721e-7,0.000004397622,0.000015108115,0.0000064986693,0.00013804201],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993765,0.000006197675,0.000003886329,0.000010277267,0.000016633232,0.000025274061],"domain_scores_gemma":[0.999859,0.000053516695,0.000032046708,0.000013292451,0.000025266361,0.000016894997],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015744302,0.00024041241,0.0003022729,0.0002635824,0.0002600845,0.0005834906,0.00040341404,0.00042130894,0.0006721917],"category_scores_gemma":[0.00057034264,0.00022259011,0.00028233268,0.00026832215,0.0004579454,0.0007558607,0.00039783042,0.00031797044,0.00008083695],"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":[0.0003476207,0.00021899816,0.018022265,0.00026989047,0.000032875345,0.0009363542,0.00023383464,0.7655684,0.19176969,0.00324464,0.00028884073,0.01906674],"study_design_scores_gemma":[0.00002562775,0.00015057555,0.0041019637,0.000010259536,0.000012396411,0.00005123163,0.00012529439,0.96608627,0.028601041,0.0005701227,0.00024055663,0.000024626068],"about_ca_topic_score_codex":0.0034284894,"about_ca_topic_score_gemma":0.0021908195,"teacher_disagreement_score":0.0034284894,"about_ca_system_score_codex":0.00052836153,"about_ca_system_score_gemma":0.0005341152,"threshold_uncertainty_score":0.006817043},"labels":[],"label_agreement":null},{"id":"W7104011292","doi":"10.1016/j.jrmge.2025.06.050","title":"Biaxial gradient loading approach with unilateral constraint for testing dilatancy behavior of narrow coal pillar in gob-side entry driving","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Key Research and Development Program of China; Taishan Scholar Foundation of Shandong Province; National Natural Science Foundation of China","keywords":"Dilatant; Coal; Instability; Compressive strength; Stress (linguistics); Fractal dimension; Fractal; Constraint (computer-aided design)","score_opus":0.010180335957140184,"score_gpt":0.20585377420767415,"score_spread":0.19567343825053396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7104011292","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9899775,0.00024292446,0.008630154,0.000036310055,0.000025129952,0.000040443876,0.00009781657,0.00008536612,0.00086428423],"genre_scores_gemma":[0.9899856,0.0001799552,0.008504038,0.00004150713,0.000006636525,0.00007637738,0.0000966843,0.000023461642,0.0010857428],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999572,0.000021615771,0.000021021613,0.00008152885,0.00024665994,0.000057293164],"domain_scores_gemma":[0.9995372,0.000077853896,0.00010949286,0.000038624807,0.00017270203,0.00006421155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003537553,0.00053182436,0.00022720231,0.00048772924,0.00029448254,0.00023129994,0.00033613658,0.0004584348,0.0012689288],"category_scores_gemma":[0.00046556533,0.00026104169,0.00021200094,0.00024972798,0.00039761772,0.0004111624,0.00039927685,0.0003532131,0.00023617792],"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":[0.00009032325,0.000034689205,0.0020135075,0.00006842018,0.0000038906514,0.0000658791,0.00008754514,0.0003439589,0.9927718,0.00007138837,0.00005466926,0.0043940013],"study_design_scores_gemma":[0.000013414179,0.0007522614,0.026656086,0.000011790875,0.000023037404,0.0001174134,0.00030412897,0.009205915,0.96128905,0.000087553475,0.0015031976,0.000036078218],"about_ca_topic_score_codex":0.0013675941,"about_ca_topic_score_gemma":0.00396135,"teacher_disagreement_score":0.0013675941,"about_ca_system_score_codex":0.00022561738,"about_ca_system_score_gemma":0.00027792787,"threshold_uncertainty_score":0.004244983},"labels":[],"label_agreement":null},{"id":"W7117661976","doi":"10.1016/j.jrmge.2025.12.017","title":"Effect of initial fracture angle on the failure pattern and gas flow channel of sandstone under multistage loading","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Key Research and Development Program of Sichuan Province; National Natural Science Foundation of China","keywords":"Fracture (geology); Shear (geology); Flow (mathematics); Coal; Deformation (meteorology); Fracture zone; Coal mining; Channel (broadcasting)","score_opus":0.005133820688556913,"score_gpt":0.223675265032588,"score_spread":0.21854144434403108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117661976","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995297,0.000019149082,0.00029239224,0.000002945217,9.49102e-7,0.0000024628096,0.000018897852,0.000009473192,0.00012392468],"genre_scores_gemma":[0.9996865,0.000019108063,0.00019527972,0.0000021339008,2.723927e-7,0.0000019896802,0.000021184771,0.0000026380783,0.00007104498],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998609,0.000007910315,0.000011335715,0.000028909628,0.000037799233,0.000053222862],"domain_scores_gemma":[0.99982697,0.000047820926,0.000041124007,0.000018004237,0.000028763006,0.00003742777],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020184153,0.0002398039,0.0002291658,0.0004278939,0.00024323771,0.00039291187,0.00021090961,0.00028589575,0.0009107995],"category_scores_gemma":[0.00038119595,0.00021609977,0.0002538159,0.00020098788,0.0004935196,0.0002693384,0.00026919387,0.00026534667,0.00007447039],"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":[0.00055527716,0.00011348259,0.06425515,0.00009076104,0.000029559407,0.0005209039,0.0003322099,0.024923753,0.8978685,0.00022070474,0.00007264194,0.011016934],"study_design_scores_gemma":[0.00002895303,0.0008239728,0.46158364,0.000026322694,0.000069377726,0.00029645074,0.0009157668,0.08826959,0.44685164,0.0002679957,0.00078600686,0.00008029588],"about_ca_topic_score_codex":0.004460229,"about_ca_topic_score_gemma":0.008014507,"teacher_disagreement_score":0.004460229,"about_ca_system_score_codex":0.00032696247,"about_ca_system_score_gemma":0.00024656832,"threshold_uncertainty_score":0.0088685155},"labels":[],"label_agreement":null}]}