{"meta":{"query_hash":"1bee0d09155e","filters":{"topic":"Geomechanics and Mining Engineering"},"cohort_total":180,"direct_labels_cover":0,"predictions_cover":180,"exported":180,"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/1bee0d09155e","api":"https://metacan.xera.ac/api/v1/cohort?topic=Geomechanics+and+Mining+Engineering"},"results":[{"id":"W112827774","doi":"","title":"Study of the cemented pastefill and rock mass interaction and behavior in backfilled stopes","year":2005,"lang":"en","type":"article","venue":"Alaska Rocks 2005, The 40th U.S. Symposium on Rock Mechanics (USRMS)","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; McGill University","funders":"","keywords":"Geology; Rock mass classification; Geotechnical engineering; Mining engineering; Forensic engineering; Engineering","score_opus":0.00850732377866716,"score_gpt":0.20638874522003017,"score_spread":0.197881421441363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W112827774","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98932654,0.00027959596,0.0076598614,0.00032133263,0.0008248584,0.0011474414,0.000020507137,0.00014262114,0.0002772433],"genre_scores_gemma":[0.998905,0.00028704127,0.000054404616,0.00007219347,0.000078169855,0.0001576655,0.0000047606927,0.000082567756,0.00035821178],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982235,0.000066020526,0.0005240236,0.0003838053,0.0003398268,0.00046281234],"domain_scores_gemma":[0.9990865,0.00011303174,0.00012919394,0.0005307438,0.000050380804,0.00009012076],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00029771312,0.00039306196,0.00037872055,0.00023410906,0.00016831217,0.000057524976,0.00035005691,0.00014435637,0.0000326247],"category_scores_gemma":[0.00002459252,0.00028685702,0.000072182615,0.00028291764,0.000003241411,0.00017259545,0.00022475136,0.00049119326,0.000011584392],"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":[0.000055766595,0.00036413816,0.0006051669,0.00006860958,0.00012164516,0.000005921812,0.0024813842,0.9704162,0.024355354,0.00023452328,0.00038131807,0.0009099904],"study_design_scores_gemma":[0.0030993668,0.0007145695,0.0013672435,0.00032582312,0.00032168842,0.00006152113,0.0063603255,0.962713,0.020138755,0.00009065564,0.00398361,0.0008234302],"about_ca_topic_score_codex":0.000046333418,"about_ca_topic_score_gemma":0.00048893143,"teacher_disagreement_score":0.009578446,"about_ca_system_score_codex":0.0001271208,"about_ca_system_score_gemma":0.00001459462,"threshold_uncertainty_score":0.99995834},"labels":[],"label_agreement":null},{"id":"W1634418962","doi":"","title":"The Influence Factors and Promotion Strategies of Coal Enterprise Soft Power","year":2014,"lang":"en","type":"article","venue":"Canadian social science","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soft power; Coal; Promotion (chess); Business; Power (physics); Industrial organization; China; Engineering; Waste management; Political science; Politics","score_opus":0.004585312821894719,"score_gpt":0.18722725029458043,"score_spread":0.1826419374726857,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1634418962","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9934578,0.000017258331,0.0013303669,0.000018639472,0.00015759916,0.000035352055,0.0000032863002,0.00002259626,0.0049570845],"genre_scores_gemma":[0.99995434,0.000002634741,0.000016739677,0.000003952488,0.000010317851,0.0000015348646,2.1519509e-7,0.0000039622296,0.000006319941],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.9996053,0.0000030098993,0.000055077886,0.00006187887,0.000085306056,0.00018945018],"domain_scores_gemma":[0.9997989,0.000014919714,0.000010292098,0.000050150215,0.000027712807,0.000098016055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016060898,0.000045879246,0.000044198987,0.000042425912,0.00017430764,0.00006947028,0.00012514558,0.000021918473,0.000001955065],"category_scores_gemma":[0.000041125888,0.000036623424,0.0000090861595,0.00012213143,0.00012012968,0.00012094036,0.000010154081,0.000045443343,6.6400213e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000042032293,0.000022497205,0.072534494,0.00024468717,0.000061638944,0.0000073559695,0.036441524,0.029423835,0.2340352,0.57245016,0.0008200783,0.053954296],"study_design_scores_gemma":[0.0005100873,0.00029168715,0.8175954,0.00015506175,0.000027025304,0.000008298484,0.019673131,0.09232342,0.012733916,0.0056859776,0.04980069,0.0011952557],"about_ca_topic_score_codex":0.00075250893,"about_ca_topic_score_gemma":0.0025863682,"teacher_disagreement_score":0.7450609,"about_ca_system_score_codex":0.00004813194,"about_ca_system_score_gemma":0.0000669623,"threshold_uncertainty_score":0.149346},"labels":[],"label_agreement":null},{"id":"W1884978248","doi":"10.14288/1.0102562","title":"Guidelines for Mine Haul Road Design","year":2010,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":116,"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":"","keywords":"Construction engineering; Transport engineering; Engineering; Computer science","score_opus":0.020183781883679502,"score_gpt":0.18647014715907836,"score_spread":0.16628636527539886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1884978248","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8374048,0.00010036798,0.16112581,0.00003747446,0.00054939307,0.00018517235,0.00007095034,0.00021466812,0.00031136625],"genre_scores_gemma":[0.95278007,0.00003923299,0.04644839,0.000011120528,0.000063086794,0.0000012379364,0.000011289834,0.00002554358,0.0006200312],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994858,0.0000030006956,0.00009293101,0.00014751694,0.0000831324,0.00018765015],"domain_scores_gemma":[0.99952066,0.00002336236,0.000023843037,0.0001658391,0.0001933339,0.000072966825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015033405,0.00003782847,0.00015473996,0.000034230565,0.00006341999,0.000037126007,0.00018986239,0.00009242421,0.00004389809],"category_scores_gemma":[0.0000557556,0.0001434055,0.0000746849,0.00010029639,0.000023006793,0.00010431627,0.000029152108,0.000095053256,0.0000068820873],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000034706911,0.00002633588,0.00009467053,0.00014678946,0.00006031418,0.000030180205,0.0000753885,0.009924355,0.038757704,0.0000071630225,0.043157887,0.90771574],"study_design_scores_gemma":[0.0028462564,0.0001902533,0.29912433,0.00027044644,0.00012033107,0.0001484497,0.00066184334,0.6602352,0.0002127655,0.0007648649,0.03442742,0.0009978261],"about_ca_topic_score_codex":0.0053319144,"about_ca_topic_score_gemma":0.04157198,"teacher_disagreement_score":0.9067179,"about_ca_system_score_codex":0.000012997807,"about_ca_system_score_gemma":0.00001638216,"threshold_uncertainty_score":0.97591686},"labels":[],"label_agreement":null},{"id":"W1998441595","doi":"10.1007/s10706-014-9736-9","title":"Cyclic Thermo-Mechanical Analysis of Wellbore in Underground Compressed Air Energy Storage Cavern","year":2014,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Compressed air energy storage; Wellbore; Hydrogeology; Petroleum engineering; Oil storage; Compressed air; Geotechnical engineering; Geology; Underground storage; Energy storage; Environmental science; Engineering; Mechanical engineering; Waste management; Thermodynamics; Physics","score_opus":0.0049768943515083605,"score_gpt":0.16601476273654595,"score_spread":0.16103786838503759,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1998441595","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6753292,0.0002443512,0.32364425,0.000044142827,0.00009794537,0.000059224418,0.0000073627693,0.0003753232,0.00019815583],"genre_scores_gemma":[0.9990513,0.00012184963,0.00067402003,0.000033702785,0.000036560232,0.000018807239,0.000018158706,0.000028465161,0.000017157483],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986441,0.000020763151,0.00042738218,0.00031243358,0.00017200463,0.00042332002],"domain_scores_gemma":[0.999256,0.00026258183,0.000034890054,0.00028656673,0.000019066349,0.0001408615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022872807,0.0002645207,0.00061795616,0.0003517798,0.000022787179,0.00001249343,0.00022094906,0.00030692827,0.000034671815],"category_scores_gemma":[0.00009677952,0.00023973348,0.00013710745,0.0007419947,0.000033424738,0.00005216253,0.00013098327,0.00035102328,0.000001634962],"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":[0.000005419494,0.000026790893,0.000044196022,0.000039212802,0.00012008281,0.000008867374,0.000019984273,0.9717586,0.011955495,0.014210269,0.0000071323625,0.0018039258],"study_design_scores_gemma":[0.0003070631,0.00006210497,0.010089763,0.00003247156,0.00009010268,0.0000050025187,0.000007730013,0.98590136,0.0008562241,0.0005501605,0.001816593,0.00028145761],"about_ca_topic_score_codex":0.000074107054,"about_ca_topic_score_gemma":0.000032268348,"teacher_disagreement_score":0.32372203,"about_ca_system_score_codex":0.00003490594,"about_ca_system_score_gemma":0.0000036297279,"threshold_uncertainty_score":0.97760475},"labels":[],"label_agreement":null},{"id":"W2007752884","doi":"10.4236/ti.2012.33021","title":"Mechanism Analysis of Coal Mine Entrepreneurial Social Capital","year":2012,"lang":"en","type":"article","venue":"Technology and Investment","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Coal mining; Mechanism (biology); Production (economics); Social capital; Capital (architecture); Coal; Business; Order (exchange); Action (physics); Industrial organization; Economic system; Natural resource economics; Environmental economics; Economics; Microeconomics; Engineering; Political science; Finance; Waste management; Law","score_opus":0.006963781039175003,"score_gpt":0.18895450385669066,"score_spread":0.18199072281751566,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007752884","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965618,0.0004124125,0.002174103,0.000034984485,0.00020978841,0.000048179605,0.000010833348,0.00019233806,0.0003555131],"genre_scores_gemma":[0.9992675,0.000017507058,0.00060078717,0.000019287134,0.000035804893,0.000013112843,0.000009757175,0.000009046642,0.000027201026],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995613,0.0000031752572,0.000121121426,0.00007479684,0.000052339434,0.00018727462],"domain_scores_gemma":[0.9998375,0.0000066848534,0.000019667877,0.000092547896,0.000008180841,0.000035423025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006266263,0.00008772003,0.0001907985,0.00044386325,0.000024170087,0.0000026043824,0.00005509933,0.0001251307,0.000028327098],"category_scores_gemma":[0.0000056879608,0.000088689645,0.000040185652,0.00031435548,0.000029561616,0.000033678793,0.000040610124,0.000075390424,0.0000026151895],"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":[0.0000029288685,0.000047288962,0.0014723449,0.000027172258,0.0009036629,0.0000016288045,0.0009626256,0.0010817522,0.04100847,0.95365834,0.00014030398,0.0006934719],"study_design_scores_gemma":[0.0030655921,0.0005697822,0.027991971,0.0000510009,0.0049989936,0.00005171351,0.0023913267,0.122132376,0.7419445,0.08170716,0.01330256,0.0017930333],"about_ca_topic_score_codex":0.0000037457028,"about_ca_topic_score_gemma":0.0000027501424,"teacher_disagreement_score":0.87195116,"about_ca_system_score_codex":0.00001550564,"about_ca_system_score_gemma":0.0000024506787,"threshold_uncertainty_score":0.36166587},"labels":[],"label_agreement":null},{"id":"W2011855498","doi":"10.5539/esr.v1n2p291","title":"Nonmetal and No Diameter Damage Borehole Wall Strengthening Technology","year":2012,"lang":"en","type":"article","venue":"Earth Science Research","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Borehole; Casing; Drilling; Drilling fluid; Process (computing); Geology; Nonmetal; Simple (philosophy); Petroleum engineering; Mechanical engineering; Geotechnical engineering; Engineering; Materials science; Computer science; Metallurgy","score_opus":0.028089940916671788,"score_gpt":0.2892339252086536,"score_spread":0.2611439842919818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011855498","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99094427,0.00040614966,0.0015070243,0.000036400015,0.00024061587,0.00008684282,0.0000017467613,0.0001586277,0.0066183023],"genre_scores_gemma":[0.9911484,0.000041615745,0.0084432205,0.0000035274181,0.00006717562,0.000011892468,5.4889125e-7,0.000016350912,0.00026728268],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99847436,0.000009776531,0.00009190128,0.00017033855,0.00040378235,0.0008498323],"domain_scores_gemma":[0.9994379,0.000053072392,0.000006215131,0.00023615021,0.000074420284,0.00019218655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015648697,0.00008370406,0.00008867715,0.0006007733,0.00017066998,0.00008766921,0.00026405204,0.00005372847,0.000039703304],"category_scores_gemma":[0.00019860036,0.00007737714,0.000013589524,0.000978965,0.00023160918,0.00034712537,0.0001942032,0.0003673712,0.00015141541],"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":[0.0000028976424,0.000039319882,0.005845424,0.00008510991,0.000018740231,0.000009434949,0.0013128307,0.0022494502,0.91672295,0.0073731504,0.00047250077,0.06586818],"study_design_scores_gemma":[0.0005996771,0.00030584077,0.029833844,0.00014368395,0.000008379507,0.000060385966,0.0008415985,0.5758395,0.2722814,0.0004898307,0.118742704,0.00085312367],"about_ca_topic_score_codex":0.0000067168025,"about_ca_topic_score_gemma":0.0000022209076,"teacher_disagreement_score":0.64444155,"about_ca_system_score_codex":0.000022430988,"about_ca_system_score_gemma":0.000023458348,"threshold_uncertainty_score":0.3155348},"labels":[],"label_agreement":null},{"id":"W2022711987","doi":"10.4028/www.scientific.net/amm.501-504.300","title":"Study on Subgrade Construction Technology in Plateau Regions","year":2014,"lang":"en","type":"article","venue":"Applied Mechanics and Materials","topic":"Geomechanics and Mining Engineering","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":"Ministry of Transportation of Ontario","funders":"","keywords":"Subgrade; Plateau (mathematics); Civil engineering; Geotechnical engineering; Engineering; Geology; Mathematics","score_opus":0.0076647399379233755,"score_gpt":0.18569007939154938,"score_spread":0.178025339453626,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2022711987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9585663,0.000011802815,0.03972591,0.0000386723,0.0005850193,0.00030470177,0.0000047500607,0.0003020374,0.00046082636],"genre_scores_gemma":[0.998125,0.00003244992,0.0016716791,0.0000123433,0.000033714397,0.00008646979,0.0000039487613,0.000030194162,0.000004177258],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9993972,0.000006293918,0.0001769195,0.0001704406,0.000057956328,0.00019118084],"domain_scores_gemma":[0.99975425,0.000015101952,0.000021836957,0.00016988769,0.0000059393974,0.000032972683],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019252543,0.00013394086,0.00020727552,0.00021517082,0.000030316114,0.000025734204,0.00006621621,0.00010699912,0.0000050814583],"category_scores_gemma":[0.000008409513,0.00013646096,0.000008049095,0.00012824031,0.0000041830044,0.000017502865,0.000031755382,0.00008657847,0.000009858792],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000046201444,0.000018033192,0.0000020531584,0.000017121305,0.0000102186905,0.0000024246258,0.00011253879,0.00035082226,0.15221442,0.8459836,0.000015602227,0.0012685313],"study_design_scores_gemma":[0.003175292,0.0005763635,0.00022764083,0.00012274933,0.00005411769,0.0000635395,0.0031841842,0.0055518034,0.39509293,0.5876701,0.0032566492,0.0010246319],"about_ca_topic_score_codex":0.0000039028305,"about_ca_topic_score_gemma":0.0000051095667,"teacher_disagreement_score":0.25831354,"about_ca_system_score_codex":0.000018063658,"about_ca_system_score_gemma":0.0000026057874,"threshold_uncertainty_score":0.5564717},"labels":[],"label_agreement":null},{"id":"W2047099422","doi":"10.4028/www.scientific.net/amr.852.441","title":"Mechanical Properties of Sandstone under Loading and Unloading Conditions","year":2014,"lang":"en","type":"article","venue":"Advanced materials research","topic":"Geomechanics and Mining Engineering","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":"Toronto Metropolitan University","funders":"China Three Gorges University","keywords":"Overburden pressure; Brittleness; Geotechnical engineering; Deformation (meteorology); Modulus; Residual strength; Materials science; Rock mass classification; Compression (physics); Compressive strength; Elastic modulus; Triaxial shear test; Geology; Composite material; Shear (geology)","score_opus":0.04127050797930844,"score_gpt":0.29588988914160436,"score_spread":0.25461938116229593,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047099422","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99284905,0.00021995856,0.0061040595,0.000026957216,0.00022114824,0.00012611233,0.000008965164,0.000114716924,0.0003290271],"genre_scores_gemma":[0.9986006,0.0001081877,0.0011223096,0.0000041255207,0.000042163432,0.0000386165,0.0000042442725,0.000032719076,0.000047015474],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99916387,0.000036119145,0.00018572435,0.00013753022,0.00017472083,0.00030205658],"domain_scores_gemma":[0.9996232,0.00007159273,0.000014436529,0.00015538886,0.000068178386,0.00006721327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005531779,0.000093165734,0.00018953673,0.00015178436,0.00007278337,0.000035143996,0.00009367172,0.00005675859,0.00004282634],"category_scores_gemma":[0.00010692005,0.0000874506,0.00001348082,0.00012831531,0.000041798256,0.000105459105,0.000071572016,0.00011130738,0.0000107174565],"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":[0.000006191136,0.0000047127805,6.1787966e-7,0.000200302,0.000010025795,4.8477835e-7,0.00005639172,0.0047490033,0.97853756,0.015905568,0.00001541576,0.0005137243],"study_design_scores_gemma":[0.000228841,0.00004729728,0.000028018767,0.00014556221,0.000003662155,0.0000049841155,0.00010917141,0.0051353993,0.9914101,0.002459167,0.00032644387,0.000101351965],"about_ca_topic_score_codex":0.000008579687,"about_ca_topic_score_gemma":0.0000023065122,"teacher_disagreement_score":0.013446402,"about_ca_system_score_codex":0.00002789266,"about_ca_system_score_gemma":0.0000074041673,"threshold_uncertainty_score":0.35661322},"labels":[],"label_agreement":null},{"id":"W2047948464","doi":"10.4028/www.scientific.net/amm.651-653.1224","title":"Prestressed Concrete Building Coal Mine Stent Design","year":2014,"lang":"en","type":"article","venue":"Applied Mechanics and Materials","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"La Cité Collégiale","funders":"","keywords":"Coal mining; Engineering; Prestressed concrete; Civil engineering; Coal; Stiffness; Mining engineering; Construction engineering; Structural engineering; Waste management","score_opus":0.010050958828920042,"score_gpt":0.17843284413393834,"score_spread":0.1683818853050183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047948464","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18802863,0.00007164506,0.81040853,0.000009146443,0.00065074046,0.00024878306,0.000014093913,0.00029614984,0.00027228874],"genre_scores_gemma":[0.9633949,0.00009424573,0.036194663,0.00003333881,0.000121150406,0.0000719514,0.000011380146,0.000059253907,0.000019128302],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991772,0.000011834093,0.00021854407,0.00019741195,0.00010005531,0.00029494532],"domain_scores_gemma":[0.99962205,0.00004885366,0.000034035587,0.00018417038,0.000013924045,0.00009694027],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035232582,0.00019930273,0.00027046743,0.00005695738,0.000046657664,0.00008240891,0.00010436676,0.00009927557,0.000028204538],"category_scores_gemma":[0.000012492952,0.00019867724,0.000018322606,0.00004239248,0.0000038054843,0.000034118126,0.000057944966,0.0000581229,0.000010264661],"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":[0.00000811818,0.0000013014651,4.5727262e-8,0.00008226552,0.000022213075,0.0000011436761,0.000035857665,0.0036186948,0.7923059,0.20310874,0.0001449399,0.0006707765],"study_design_scores_gemma":[0.00078329217,0.000082138184,0.0000047500876,0.00005999439,0.000048025067,0.000010418292,0.000035873483,0.0862713,0.8909754,0.014735961,0.0065325415,0.0004602754],"about_ca_topic_score_codex":0.000004947697,"about_ca_topic_score_gemma":3.3177346e-7,"teacher_disagreement_score":0.77536625,"about_ca_system_score_codex":0.000013792292,"about_ca_system_score_gemma":0.0000049161067,"threshold_uncertainty_score":0.8101823},"labels":[],"label_agreement":null},{"id":"W2050269945","doi":"10.1016/j.tust.2013.02.003","title":"Principles of rock support in burst-prone ground","year":2013,"lang":"en","type":"article","venue":"Tunnelling and Underground Space Technology","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":249,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University; Centre for Excellence in Mining Innovation","funders":"","keywords":"Rock mass classification; Rock burst; Geotechnical engineering; Engineering; Mining engineering; Geology; Computer science","score_opus":0.010873505499183443,"score_gpt":0.1889824487032276,"score_spread":0.17810894320404416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050269945","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94731593,0.0007734456,0.049139496,0.00029393335,0.00016054737,0.00016576395,0.0000013602385,0.00045253118,0.0016969645],"genre_scores_gemma":[0.9960949,0.00040530655,0.002843512,0.000005556122,0.000017334405,0.000030037369,0.0000029636226,0.000035673565,0.00056476204],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991449,0.0000043554655,0.0002543115,0.00018649634,0.000075155745,0.00033475683],"domain_scores_gemma":[0.99963623,0.000036442485,0.000036368372,0.00021564335,0.000028447266,0.00004687259],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010616694,0.00016532742,0.00026325684,0.00040305874,0.000027537939,0.00002129353,0.0001317455,0.00021043762,0.000031146115],"category_scores_gemma":[0.00001919985,0.0001739727,0.000024286668,0.00031938136,0.000030452378,0.00009546166,0.00005304632,0.00024394732,0.000021241895],"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":[0.000010009547,0.00014663412,0.005164697,0.00084986875,0.00017951478,0.00004414309,0.0010674659,0.46990302,0.1103556,0.40043446,0.00024804252,0.011596533],"study_design_scores_gemma":[0.0017027658,0.00046626822,0.004312679,0.0003450145,0.000048362283,0.00016829364,0.004436385,0.9094812,0.017425606,0.048149753,0.012235264,0.0012283885],"about_ca_topic_score_codex":0.00009893906,"about_ca_topic_score_gemma":0.00005332141,"teacher_disagreement_score":0.4395782,"about_ca_system_score_codex":0.000039670875,"about_ca_system_score_gemma":0.000010640569,"threshold_uncertainty_score":0.7094401},"labels":[],"label_agreement":null},{"id":"W2112352570","doi":"10.3968/j.sss.1923018420130401.2909","title":"Comprehensive Evaluation of Social Benefits of Mineral Resources Development in Ordos Basin","year":2013,"lang":"en","type":"article","venue":"Studies in sociology of science","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Mineral resource classification; Structural basin; Key (lock); Natural resource; Social benefits; Coal; Environmental economics; Mining engineering; Business; Environmental resource management; Natural resource economics; Environmental planning; Environmental science; Geology; Computer science; Political science; Engineering; Geochemistry; Economics; Waste management; Geomorphology; Law; Chemistry; Computer security","score_opus":0.06970130388465197,"score_gpt":0.30977445611255133,"score_spread":0.24007315222789938,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2112352570","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99847925,0.001024272,0.0000149148245,0.000020537098,0.00016921193,0.00010431822,9.816271e-7,0.0000062716467,0.00018024516],"genre_scores_gemma":[0.9985244,0.000034163568,0.0014026581,0.0000033031752,0.0000071949175,0.00002221206,3.046501e-7,0.0000030365552,0.0000027193257],"study_design_codex":"qualitative","study_design_gemma":"observational","domain_scores_codex":[0.9993052,0.000017672435,0.0002517162,0.00009304644,0.00018574022,0.00014665377],"domain_scores_gemma":[0.99956024,0.00006650966,0.000050647322,0.000048287973,0.0002659601,0.000008371487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006544978,0.000059365724,0.00021747749,0.00016491195,0.000027278138,5.7022316e-7,0.00012372948,0.00003812961,0.0000048884704],"category_scores_gemma":[0.00011792097,0.00005711718,0.000013391787,0.00023355926,0.0016105856,0.00004668585,0.00007051253,0.000057320613,5.28861e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000059432955,0.000058694048,0.008040647,0.00046605116,0.00009002023,3.8763162e-7,0.4741244,0.3459822,0.15584011,0.0018151989,0.00017569367,0.013400673],"study_design_scores_gemma":[0.0010852562,0.000093582574,0.80703884,0.00024762077,0.000015227515,9.289953e-7,0.11870638,0.046905868,0.02422135,0.001330125,0.00009693186,0.00025788226],"about_ca_topic_score_codex":0.00001502077,"about_ca_topic_score_gemma":0.00001487214,"teacher_disagreement_score":0.7989982,"about_ca_system_score_codex":0.000073584735,"about_ca_system_score_gemma":0.0000325852,"threshold_uncertainty_score":0.593427},"labels":[],"label_agreement":null},{"id":"W2126894205","doi":"10.5539/jsd.v5n1p128","title":"The Sustainable Development System Structural Model of Shaanxi Coal Industry","year":2011,"lang":"en","type":"article","venue":"Journal of Sustainable Development","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Coal; Sustainable development; Business; Resource (disambiguation); Environmental economics; Structural equation modeling; Coal mining; Natural resource economics; Environmental resource management; Environmental planning; Environmental science; Computer science; Economics; Engineering; Waste management; Political science","score_opus":0.013478519377646459,"score_gpt":0.1823138805032804,"score_spread":0.16883536112563394,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2126894205","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9765864,0.0005988799,0.019870387,0.0000117054005,0.00036967656,0.00023886032,6.9768424e-7,0.0000715711,0.00225184],"genre_scores_gemma":[0.9848735,0.00001723745,0.012723829,0.0000045445154,0.000038522932,0.000017961906,9.689719e-7,0.000043939068,0.0022795335],"study_design_codex":"simulation_or_modeling","study_design_gemma":"qualitative","domain_scores_codex":[0.9978012,0.00001435922,0.000915725,0.000113438684,0.0004279632,0.0007273062],"domain_scores_gemma":[0.998703,0.000030311872,0.0002592403,0.00018198144,0.0006563666,0.00016907389],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009686574,0.0002454705,0.0003437907,0.00028499245,0.0002698647,0.00005501058,0.00045702877,0.00017784971,0.0000114096765],"category_scores_gemma":[0.000044932924,0.00018517951,0.00007120133,0.00024806242,0.000024012685,0.00025522738,0.00015266125,0.0005140701,0.0000018486512],"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":[0.00024041583,0.00011324598,0.0014151795,0.0057098554,0.0016010101,0.0018404531,0.05016428,0.8234794,0.0016885784,0.10213936,0.0031209576,0.00848728],"study_design_scores_gemma":[0.003912536,0.0003911912,0.014816352,0.0012785186,0.00021557882,0.0008655132,0.47254416,0.2591397,0.17376944,0.0025952584,0.06795511,0.0025166604],"about_ca_topic_score_codex":0.000008752937,"about_ca_topic_score_gemma":0.0000016871587,"teacher_disagreement_score":0.5643397,"about_ca_system_score_codex":0.0008946207,"about_ca_system_score_gemma":0.00081260526,"threshold_uncertainty_score":0.7551401},"labels":[],"label_agreement":null},{"id":"W2135912261","doi":"10.1139/t03-094","title":"Laboratory study of soilnail interaction in loose, completely decomposed granite","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Hong Kong Government; University of Hong Kong","keywords":"Soil nailing; Geotechnical engineering; Nail (fastener); Displacement (psychology); Stress (linguistics); Materials science; Soil water; Friction angle; Geology; Normal force; Composite material; Mechanics; Metallurgy; Soil science","score_opus":0.012053460790180236,"score_gpt":0.20859235576420795,"score_spread":0.1965388949740277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2135912261","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947057,0.00014368154,0.004398991,0.0000587419,0.00042770687,0.00011090468,0.0000091138045,0.000057747828,0.00008741888],"genre_scores_gemma":[0.9995805,0.000017614917,0.00028332873,0.00003647593,0.000048517642,0.000004063022,0.0000016633727,0.000026165668,0.0000016469796],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991656,0.000013505362,0.00032596148,0.000090563604,0.00011965941,0.0002847277],"domain_scores_gemma":[0.99948925,0.000017065393,0.00003507971,0.00013134208,0.000052545507,0.00027469607],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002036245,0.00011356036,0.00018492561,0.00047438074,0.000040346673,0.000029006811,0.00017135493,0.000082424536,0.000018364191],"category_scores_gemma":[0.000029963785,0.00012606001,0.000037706723,0.0003278926,0.000009355484,0.00009359474,0.0000114475815,0.0005695338,0.00000653393],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004426841,0.000052407293,0.00012040509,0.000014201784,0.000024988996,0.0002074368,0.00026799634,0.9917637,0.004341707,0.0001293938,0.00010780033,0.002965537],"study_design_scores_gemma":[0.03267622,0.0050450424,0.17298779,0.0032129523,0.00030810238,0.002938491,0.010015256,0.6606582,0.013252045,0.01083875,0.08278384,0.005283343],"about_ca_topic_score_codex":0.003322112,"about_ca_topic_score_gemma":0.033750486,"teacher_disagreement_score":0.33110553,"about_ca_system_score_codex":0.00038947447,"about_ca_system_score_gemma":0.00011955168,"threshold_uncertainty_score":0.98388106},"labels":[],"label_agreement":null},{"id":"W2201228491","doi":"10.3968/7579","title":"Study on Small Layers Producing Condition by Using the Method of Fuzzy Comprehensive Evaluation","year":2015,"lang":"en","type":"article","venue":"Advances in petroleum exploration and development","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Subdivision; Fuzzy logic; Property (philosophy); Evaluation methods; Computer science; Layer (electronics); Degree (music); Engineering; Materials science; Reliability engineering; Civil engineering; Artificial intelligence; Composite material; Physics; Acoustics","score_opus":0.08616759098191462,"score_gpt":0.3244782461793845,"score_spread":0.23831065519746986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2201228491","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56454813,0.0010149573,0.4333111,0.000026802361,0.0003973383,0.00038157505,0.00000176408,0.000048352325,0.00026995238],"genre_scores_gemma":[0.98919344,0.000054428758,0.010612238,0.000012487171,0.000012410938,0.00008135552,0.000017542705,0.000011270112,0.000004820777],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931616,0.00004743019,0.00021179573,0.00013120474,0.00019910121,0.00009432542],"domain_scores_gemma":[0.9997267,0.000036352383,0.000046092522,0.00008713146,0.00007665947,0.000027047146],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004974155,0.00009568899,0.00011445147,0.00009354547,0.0000334658,0.000014270526,0.000041370968,0.000019999981,8.3448464e-7],"category_scores_gemma":[0.000027218159,0.000080628626,0.0000066212297,0.00010426701,0.000005989835,0.0001944847,0.000014808704,0.00006745126,9.593887e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007220202,0.000025263449,0.00013180994,0.00001599983,0.000011611557,5.653144e-7,0.0059951944,0.97371656,0.002193248,0.000059292703,0.000017305909,0.017825937],"study_design_scores_gemma":[0.0023429038,0.0002652257,0.00076005724,0.00014957809,0.000028020588,0.000007536888,0.043902587,0.9169383,0.029875249,0.0009796557,0.0043482687,0.00040260528],"about_ca_topic_score_codex":0.000003434829,"about_ca_topic_score_gemma":0.000019527079,"teacher_disagreement_score":0.4246453,"about_ca_system_score_codex":0.00009870694,"about_ca_system_score_gemma":0.000029269175,"threshold_uncertainty_score":0.328794},"labels":[],"label_agreement":null},{"id":"W2219447492","doi":"10.3968/7688","title":"The Determination of Acid-Rock Reaction Kinetic Equation With Deep- Penetration and Low-Damage Acid","year":2015,"lang":"en","type":"article","venue":"Advances in petroleum exploration and development","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Penetration (warfare); Dissolution; Chemistry; Kinetics; Organic acid; Reaction rate; Rate equation; Chemical engineering; Organic chemistry; Catalysis","score_opus":0.015513788266605518,"score_gpt":0.2149799859831842,"score_spread":0.1994661977165787,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2219447492","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14784428,0.0013635383,0.85018414,0.00003364399,0.00016626413,0.000109011904,3.7261486e-7,0.00004853536,0.00025019763],"genre_scores_gemma":[0.99159706,0.00095142965,0.0073388284,0.000004292342,0.000011957139,0.000055639088,0.00001762101,0.000010194395,0.000012973114],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994647,0.000010824459,0.00019216115,0.00009846402,0.00013961528,0.000094269155],"domain_scores_gemma":[0.9997842,0.000017705164,0.000049413535,0.00006201087,0.000051209354,0.000035514837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017851815,0.000088463574,0.000078685,0.00008946173,0.000043832682,0.000029220428,0.00002967753,0.00002974037,4.0900727e-7],"category_scores_gemma":[0.000024859359,0.000071593364,0.000004037527,0.00009225817,0.000008745444,0.00054707506,0.000010498492,0.00005342677,0.0000011879058],"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":[0.00009002947,0.00003564803,0.0007154986,0.00021613018,0.000015898771,0.0000031551963,0.006685322,0.44907278,0.047597684,0.0022533142,0.0000081783155,0.49330634],"study_design_scores_gemma":[0.00080757233,0.00012506796,0.0017983853,0.000087912566,0.000005639982,0.000005800541,0.0018599413,0.9395897,0.051645998,0.0006343629,0.003240184,0.00019944597],"about_ca_topic_score_codex":0.0000010678872,"about_ca_topic_score_gemma":0.00016393351,"teacher_disagreement_score":0.8437528,"about_ca_system_score_codex":0.000054809632,"about_ca_system_score_gemma":0.000019560113,"threshold_uncertainty_score":0.29194927},"labels":[],"label_agreement":null},{"id":"W2239396529","doi":"","title":"Economic and Environmental Resolutions of Coal in Cement Industry","year":2015,"lang":"en","type":"article","venue":"Advances in natural science/Advances in natural sciences","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Coal; Demolition; Pollution; Environmental pollution; Environmental science; Waste management; China; Environmentally friendly; Natural resource economics; Business; Air pollution; Environmental engineering; Environmental economics; Environmental protection; Engineering; Civil engineering; Economics","score_opus":0.007974872034958065,"score_gpt":0.24905001457043643,"score_spread":0.24107514253547838,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2239396529","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93600106,0.060006935,0.000035821024,0.00005090943,0.0019538454,0.0001795144,0.000008883865,0.000033234708,0.0017297663],"genre_scores_gemma":[0.9947433,0.0030271427,0.0021452224,0.000012060689,0.000032596425,0.000015099116,0.0000022857746,0.000006785882,0.000015533185],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99811673,0.000016799271,0.00040907811,0.0004327715,0.00042433478,0.0006002715],"domain_scores_gemma":[0.9995931,0.000085379725,0.00006950441,0.00013260814,0.000010261231,0.000109169836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009299594,0.00019433147,0.00025239665,0.0005824825,0.000077123215,0.00004029974,0.00056059175,0.000087152795,0.0000055495943],"category_scores_gemma":[0.0000872872,0.0001699843,0.00002274775,0.0010206372,0.0008290823,0.0026226095,0.00016832913,0.0005500665,0.0000015515374],"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":[0.000014529961,0.00002820796,0.04133137,0.000030874213,0.0000015879306,0.0000091330785,0.00049032527,0.9212798,0.003780738,0.0034960918,0.000008664579,0.029528681],"study_design_scores_gemma":[0.0025377823,0.0003714221,0.051333196,0.00057911273,0.000006832956,0.00005906134,0.007979025,0.89811474,0.011726666,0.012276539,0.013594306,0.001421324],"about_ca_topic_score_codex":0.00007113859,"about_ca_topic_score_gemma":0.0015247079,"teacher_disagreement_score":0.05874218,"about_ca_system_score_codex":0.0005427985,"about_ca_system_score_gemma":0.000095175616,"threshold_uncertainty_score":0.69317585},"labels":[],"label_agreement":null},{"id":"W2261855311","doi":"","title":"Research on consolidation wave in grouted rock bolt structure system","year":2009,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Anchoring; Consolidation (business); Geotechnical engineering; Geology; Computer simulation; Elastic modulus; Compressive strength; Mechanics; Structural engineering; Materials science; Engineering; Composite material; Physics","score_opus":0.012742469739899828,"score_gpt":0.23460540645634656,"score_spread":0.22186293671644675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2261855311","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8376881,0.0010337151,0.15993889,0.000039225135,0.0009669198,0.00012794626,0.0000069807643,0.000116472365,0.00008176738],"genre_scores_gemma":[0.99885267,0.0001794489,0.00068951637,0.000008473278,0.00021843491,0.0000017869522,0.000003191367,0.000041311392,0.0000051600714],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987095,0.000016118101,0.0004442918,0.00014112287,0.00032604908,0.00036290995],"domain_scores_gemma":[0.99943894,0.000074737014,0.000057461526,0.00015442786,0.00012185277,0.00015258322],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004722456,0.00024423585,0.00037523554,0.0007928904,0.000049636175,0.00006240243,0.00014543544,0.00015401741,0.0000040843956],"category_scores_gemma":[0.00007468543,0.00020665459,0.00006101014,0.00053249235,6.225091e-7,0.00016252622,0.00002676369,0.0007717318,0.0000016887542],"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":[0.000012782973,0.000010220911,0.000004615482,0.00013081632,0.000024217756,0.00006255801,0.00020074923,0.9652823,0.027970748,0.0055859843,0.0000478761,0.000667102],"study_design_scores_gemma":[0.00054170005,0.00018923897,0.0003387925,0.0005411342,0.000008956192,0.00025754448,0.00017864098,0.9955779,0.0013661413,0.0006302185,0.0001658198,0.00020393467],"about_ca_topic_score_codex":0.0000013052061,"about_ca_topic_score_gemma":0.0000013743232,"teacher_disagreement_score":0.16116458,"about_ca_system_score_codex":0.00016823658,"about_ca_system_score_gemma":0.00001648284,"threshold_uncertainty_score":0.84271294},"labels":[],"label_agreement":null},{"id":"W2298870433","doi":"10.14288/1.0042341","title":"Managing mine subsidence risks at the Three Sisters Resorts development in Canmore, Alberta","year":2009,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Geomechanics and Mining Engineering","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":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Subsidence; Mining engineering; Business; Environmental planning; Environmental resource management; Geology; Geography; Environmental science","score_opus":0.010551138056057938,"score_gpt":0.16170145361092564,"score_spread":0.1511503155548677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2298870433","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99658483,0.0003101232,0.00097121403,0.00008282883,0.000102941114,0.000119023316,0.0000052624137,0.000060011815,0.0017637769],"genre_scores_gemma":[0.9989069,0.00008390721,0.0005134656,0.000018588791,0.00000773364,5.3346355e-7,0.0000069411676,0.000012005659,0.0004499278],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99930805,0.0000065911213,0.00010850421,0.00018588091,0.00014211694,0.00024883955],"domain_scores_gemma":[0.99965894,0.00002858306,0.00002911319,0.00020192032,0.00002384414,0.000057604142],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012690463,0.000048707974,0.00014979363,0.000048399994,0.000101236816,0.000035466415,0.0002393682,0.000052206902,0.000030559848],"category_scores_gemma":[0.000009726253,0.00014016421,0.000041643987,0.00021634437,0.000027007465,0.00010323808,0.000070143855,0.00011136614,0.000008616828],"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":[0.0000066606713,0.00003546878,0.0132987825,0.00011484091,0.000051977637,0.00038506775,0.001083504,0.031124309,0.0012807065,0.000006060845,0.0020746638,0.950538],"study_design_scores_gemma":[0.00031336196,0.000014035693,0.9879979,0.00019468777,0.00001046329,0.000031418796,0.00024353623,0.010110454,0.000012163556,0.00009969084,0.0007924729,0.00017984341],"about_ca_topic_score_codex":0.0690039,"about_ca_topic_score_gemma":0.8456387,"teacher_disagreement_score":0.9746991,"about_ca_system_score_codex":0.00016321165,"about_ca_system_score_gemma":0.0000187186,"threshold_uncertainty_score":0.93719566},"labels":[],"label_agreement":null},{"id":"W2347411151","doi":"","title":"Analysis of foundation treatment in certain high-rise residential quarter","year":2007,"lang":"en","type":"article","venue":"Shanxi Architecture","topic":"Geomechanics and Mining 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":"Foundation (evidence); Pile; Engineering; Forensic engineering; Quarter (Canadian coin); Carry (investment); Civil engineering; Geotechnical engineering; History; Archaeology; Business; Finance","score_opus":0.0047623710851010005,"score_gpt":0.2105254492456568,"score_spread":0.2057630781605558,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2347411151","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9058836,0.00007912081,0.09334485,0.000028289702,0.00016047199,0.00009615967,0.000008907846,0.000075257456,0.00032331943],"genre_scores_gemma":[0.9986122,0.000008797472,0.001213107,0.0000035411463,0.000048072416,0.000007792945,0.0000430623,0.00001732926,0.00004608206],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99934095,0.000008390111,0.00021185183,0.00012527624,0.000105217725,0.00020831932],"domain_scores_gemma":[0.99971277,0.000038445574,0.000022493006,0.00017367347,0.000012222824,0.00004039316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013487792,0.000118907185,0.00020542667,0.00071387726,0.000012948289,0.000010025494,0.00006789297,0.000063392035,0.00007656974],"category_scores_gemma":[0.000008302031,0.00011083226,0.000086437954,0.0006202904,0.0000059959975,0.000024406965,0.000009374475,0.00008482347,0.0000052802234],"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":[0.000020004982,0.00002667965,0.0010875979,0.000031711523,0.0003466712,0.000021963231,0.0017423811,0.9483351,0.02228835,0.00018431463,0.000027407435,0.025887806],"study_design_scores_gemma":[0.0029594973,0.0005390649,0.36342108,0.00014137509,0.0013036367,0.000011724242,0.0006551402,0.5562358,0.06365804,0.002204674,0.007669203,0.0012008066],"about_ca_topic_score_codex":0.00022868988,"about_ca_topic_score_gemma":0.0032524164,"teacher_disagreement_score":0.39209935,"about_ca_system_score_codex":0.00007650408,"about_ca_system_score_gemma":0.000007101848,"threshold_uncertainty_score":0.45196083},"labels":[],"label_agreement":null},{"id":"W2348830449","doi":"","title":"Experiment of Safe and High-efficient Mining Method for No.2 Orebody in Huangshilao Area","year":2008,"lang":"en","type":"article","venue":"Nonferrous Metals","topic":"Geomechanics and Mining Engineering","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":"First Quantum Minerals (Canada)","funders":"","keywords":"Digging; Mining engineering; Work (physics); Deformation (meteorology); Geology; Environmental science; Geotechnical engineering; Engineering; Mechanical engineering; Archaeology","score_opus":0.026217135621506134,"score_gpt":0.24790184723140848,"score_spread":0.22168471160990236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2348830449","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8026073,0.00069077045,0.19503006,0.0000071548197,0.00034525545,0.0002735134,0.00001480813,0.00008077641,0.0009503297],"genre_scores_gemma":[0.87708396,0.00003970005,0.12260779,0.000008882799,0.00002940341,0.00008453098,0.000006878655,0.000037245387,0.0001016034],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911076,0.000012311102,0.0002973524,0.00018696123,0.00012516217,0.0002674695],"domain_scores_gemma":[0.9995799,0.00010416174,0.000036917543,0.0001722828,0.00004524367,0.00006150486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030248024,0.00016852395,0.00036671406,0.00017036227,0.00002814559,0.000007421438,0.00008564072,0.000074770556,0.000022221451],"category_scores_gemma":[0.00006175459,0.00016774828,0.000057611178,0.000116784024,0.000011663222,0.00003199713,0.00003259433,0.00006936472,0.0000029341927],"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":[0.00003981638,0.00015093968,0.000113007896,0.00040061167,0.0001734638,0.000039914117,0.004200413,0.5922924,0.3943193,0.0021232842,0.00042200898,0.0057247994],"study_design_scores_gemma":[0.0012045804,0.00016298375,0.00054592517,0.000110030735,0.00003569047,0.000035850477,0.00026741868,0.8182965,0.17670853,0.00005604761,0.0021792878,0.00039715675],"about_ca_topic_score_codex":0.000031924188,"about_ca_topic_score_gemma":0.000005526698,"teacher_disagreement_score":0.22600405,"about_ca_system_score_codex":0.000034372963,"about_ca_system_score_gemma":0.00001319857,"threshold_uncertainty_score":0.6840576},"labels":[],"label_agreement":null},{"id":"W2349180980","doi":"","title":"Protective retrofit in administration building of West China Hospital of Sichuan University","year":2006,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining 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":"Retrofitting; Ceiling (cloud); Roof; Architectural engineering; China; Brick; Engineering; Administration (probate law); Frame (networking); Civil engineering; Forensic engineering; Structural engineering; Geography; Political science; Mechanical engineering","score_opus":0.0019150168261157679,"score_gpt":0.14906561323156128,"score_spread":0.1471505964054455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2349180980","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95459014,0.00001058422,0.042442843,0.000007600325,0.000052850835,0.000089909096,0.000004416253,0.00004869063,0.0027529763],"genre_scores_gemma":[0.9977037,0.0000014171655,0.0022417933,1.2720443e-7,0.000009346471,7.2758127e-7,0.000002170147,0.0000073308124,0.000033398414],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970526,0.00000276258,0.00010103433,0.000059891827,0.00005238304,0.00007868298],"domain_scores_gemma":[0.9998829,0.0000065805166,0.000021410364,0.00006299302,0.000015167813,0.0000109547855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000049340702,0.00005419149,0.00009086771,0.000090189234,0.0000059832387,0.0000020136658,0.000047845133,0.000037881335,0.000008813771],"category_scores_gemma":[0.000006078965,0.00006238432,0.000021534734,0.00015484054,0.0000055596274,0.000056284232,0.000010263941,0.00005852126,4.0412067e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030467894,0.00018134089,0.008506884,0.00048608874,0.00005488554,0.000027983584,0.0006990845,0.36857057,0.49875796,0.120001696,0.00009735034,0.0025857054],"study_design_scores_gemma":[0.00092586275,0.00046369195,0.2807913,0.00018275405,0.000018061826,0.00000317907,0.0004735302,0.17382272,0.5413209,0.001407863,0.0001776492,0.00041246676],"about_ca_topic_score_codex":0.00024552128,"about_ca_topic_score_gemma":0.00011456346,"teacher_disagreement_score":0.27228445,"about_ca_system_score_codex":0.00003531648,"about_ca_system_score_gemma":0.000007804779,"threshold_uncertainty_score":0.25439587},"labels":[],"label_agreement":null},{"id":"W2350052420","doi":"","title":"Waste Minimization of Uranium Mining","year":2010,"lang":"en","type":"article","venue":"Nuclear safety","topic":"Geomechanics and Mining 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":"Uranium mining; Uranium mine; Uranium; Minification; Waste management; Environmental science; Radioactive waste; Engineering; Nuclear engineering; Materials science; Computer science; Metallurgy","score_opus":0.0038074728980341823,"score_gpt":0.1624267581527408,"score_spread":0.15861928525470662,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2350052420","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97648305,0.000023053677,0.0049649696,0.000030892734,0.0011778147,0.000060825972,0.0000085590555,0.00030326567,0.01694757],"genre_scores_gemma":[0.9909983,0.00001367647,0.008809991,0.0000076200936,0.00006731787,7.93306e-7,0.0000038036624,0.000040902938,0.00005756004],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995936,0.0000023014939,0.0001404713,0.000070260925,0.000072785064,0.000120585435],"domain_scores_gemma":[0.9997604,0.000014190427,0.000017688175,0.00014887346,0.000021287202,0.00003758405],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000064408305,0.00007285609,0.00009787712,0.00005203135,0.000021422633,0.000007292551,0.000082643055,0.000068670364,0.00016332453],"category_scores_gemma":[0.000017135788,0.000079311714,0.00003252541,0.00009010894,0.0000075022444,0.000049026323,0.00001818099,0.0001141073,0.000019028412],"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":[0.000018293867,0.000024198573,0.00008327964,0.0001761489,0.00005811807,0.000004130927,0.0017559319,0.13750507,0.8126766,0.010929334,0.0024665527,0.03430232],"study_design_scores_gemma":[0.0005372064,0.00003709409,0.0017280943,0.000053159365,0.00002258383,0.000013907729,0.00041528698,0.89136237,0.022533484,0.000049036593,0.08291286,0.00033493005],"about_ca_topic_score_codex":0.000002078379,"about_ca_topic_score_gemma":0.0000029184034,"teacher_disagreement_score":0.79014313,"about_ca_system_score_codex":0.000006761102,"about_ca_system_score_gemma":0.0000033731444,"threshold_uncertainty_score":0.3234238},"labels":[],"label_agreement":null},{"id":"W2350165133","doi":"","title":"The Study of the Deep Sea Mining Heave Compensated Control System Based on United Si mulation","year":2007,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CAE (Canada)","funders":"","keywords":"Control (management); Environmental science; Marine engineering; Computer science; Geology; Engineering; Artificial intelligence","score_opus":0.008193323291788521,"score_gpt":0.18924286882418015,"score_spread":0.18104954553239164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2350165133","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90663195,0.000011862397,0.09104332,0.000013756196,0.0003781984,0.00040096146,0.0000017796774,0.00022506408,0.0012931045],"genre_scores_gemma":[0.99977505,1.6660135e-7,0.00013131312,0.000020464815,0.00002026086,0.000007414047,0.0000025024756,0.00002352475,0.00001929847],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992896,0.00002661743,0.00023419452,0.00008094307,0.0001845988,0.00018407227],"domain_scores_gemma":[0.9992938,0.00031837265,0.000036591286,0.00026121797,0.000058211976,0.00003178739],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045074802,0.00010809716,0.000120093064,0.00009136502,0.00009698695,0.000018306231,0.00012949132,0.000040535855,0.0000025391992],"category_scores_gemma":[0.000028177341,0.0000654917,0.00003405475,0.00031558343,0.0000054160323,0.0000150340775,0.000011384664,0.000098918754,0.0000019113468],"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":[0.000013582786,0.000020715523,0.0007477058,0.000020378428,0.000033990415,0.0000015546116,0.00023746488,0.9966346,0.0012389786,0.0005253436,0.000011988921,0.00051369844],"study_design_scores_gemma":[0.00084985944,0.00007234282,0.0067360965,0.000041549738,0.000018449282,8.109019e-7,0.0020489162,0.98888385,0.0011651597,7.6058376e-7,0.000106671025,0.00007553984],"about_ca_topic_score_codex":0.000039832663,"about_ca_topic_score_gemma":0.00013443534,"teacher_disagreement_score":0.093143106,"about_ca_system_score_codex":0.000057081445,"about_ca_system_score_gemma":0.0000044943467,"threshold_uncertainty_score":0.2670674},"labels":[],"label_agreement":null},{"id":"W2350177822","doi":"","title":"The finite element analysis on the annular welds of a vessel and it's tolerance discuss","year":2003,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"CAE (Canada)","funders":"","keywords":"Finite element method; Fault (geology); Structural engineering; Stress (linguistics); Stress intensity factor; Cylinder; Head (geology); Intensity (physics); Engineering; Mechanical engineering; Geology; Physics; Seismology; Optics","score_opus":0.005703650999536131,"score_gpt":0.18145648416479757,"score_spread":0.17575283316526144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2350177822","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6445449,0.001646993,0.32629427,0.0018819756,0.0004702112,0.0003818489,0.00001785897,0.00018627102,0.024575645],"genre_scores_gemma":[0.9992563,0.00017205012,0.00022848317,0.000036366415,0.000006789195,0.000013204705,6.599292e-7,0.000008625304,0.0002775035],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995931,0.000009457834,0.00011373564,0.000070914124,0.00008712811,0.00012567046],"domain_scores_gemma":[0.9996439,0.000103772996,0.000012865931,0.00020504485,0.000013008934,0.00002141031],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021076165,0.0000752777,0.000094634255,0.000037709353,0.000051146242,0.0000228672,0.00007660466,0.000019765263,0.00002995208],"category_scores_gemma":[0.000026935437,0.00003829589,0.00004185319,0.00022835424,0.000008436408,0.000017047223,0.000010317784,0.00006510902,0.0000018365564],"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":[0.0000019743873,0.000011082398,0.00018305882,0.000023098919,0.00035364213,0.0000010143038,0.00040920914,0.9444338,0.001069245,0.05116537,0.00091459457,0.0014338836],"study_design_scores_gemma":[0.00016905085,0.00004249016,0.000910135,0.000022979786,0.000116018586,6.985302e-7,0.00066686876,0.90690815,0.012665624,0.00038801212,0.07793574,0.00017424268],"about_ca_topic_score_codex":0.0000043745185,"about_ca_topic_score_gemma":0.00001675492,"teacher_disagreement_score":0.3547114,"about_ca_system_score_codex":0.000006252779,"about_ca_system_score_gemma":0.0000024431752,"threshold_uncertainty_score":0.1561661},"labels":[],"label_agreement":null},{"id":"W2350644573","doi":"","title":"Main Structural Features and Coal Controlling Pattern in Huolapen Minefield","year":2007,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CAE (Canada)","funders":"","keywords":"Coal; Coal basin; Coal field; Period (music); Fault (geology); Geology; Mining engineering; Coal measures; Structural basin; Petroleum engineering; Geochemistry; Coal mining; Engineering; Waste management; Paleontology","score_opus":0.0040062283423859466,"score_gpt":0.18701880660126977,"score_spread":0.1830125782588838,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2350644573","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9482728,0.0002837641,0.049235407,0.000023766424,0.00024025672,0.000070063725,0.0000018745355,0.00015691265,0.0017151219],"genre_scores_gemma":[0.99893284,0.000008343024,0.00088434335,0.00003776889,0.00005005179,0.0000017858376,0.0000023355492,0.000015265765,0.000067249646],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995275,0.0000017464673,0.000113999464,0.00008434759,0.000053513864,0.00021887568],"domain_scores_gemma":[0.9998347,0.00004658213,0.0000060000707,0.00006265776,0.000004655841,0.000045402026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012352737,0.00009214679,0.00010786503,0.000079793885,0.000012386397,0.000022753742,0.0000463014,0.0000600409,0.000022684251],"category_scores_gemma":[0.000008241383,0.00008537847,0.000014883745,0.000040161965,0.000003275855,0.000040884344,0.000015631444,0.00012804555,0.0000016154605],"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":[0.00009642412,0.000031420263,0.056982983,0.0006581965,0.00026161264,0.00072169385,0.0042800102,0.33937255,0.25605115,0.013012573,0.004501385,0.32403],"study_design_scores_gemma":[0.002867579,0.000067395806,0.15461828,0.000120547134,0.00001888846,0.00018082657,0.00100079,0.818116,0.020224249,0.00063202815,0.0012345539,0.0009188724],"about_ca_topic_score_codex":0.00007154494,"about_ca_topic_score_gemma":0.00084179896,"teacher_disagreement_score":0.47874343,"about_ca_system_score_codex":0.00001459277,"about_ca_system_score_gemma":0.000001585318,"threshold_uncertainty_score":0.3481633},"labels":[],"label_agreement":null},{"id":"W2350790584","doi":"","title":"Construction of Green Mining in Foreign Countries and Reference Mean to our Country","year":2011,"lang":"en","type":"article","venue":"Conservation and Utilization of Mineral Resources","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Resource (disambiguation); Mineral resource classification; Business; Green building; Natural resource economics; Environmental planning; Environmental resource management; Environmental economics; Engineering; Architectural engineering; Geography; Economics; Computer science; Geology","score_opus":0.04263906229307473,"score_gpt":0.22293916404775307,"score_spread":0.18030010175467834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2350790584","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968807,0.00018021176,0.0018657075,0.000021586477,0.000028947232,0.00006786115,0.000009181224,0.000025936464,0.000919845],"genre_scores_gemma":[0.99708927,0.000097394724,0.0027148796,0.000032228007,0.000006585875,0.0000039770007,0.000008267043,0.000007637184,0.000039740917],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9995745,0.0000072151875,0.00020117036,0.000077815945,0.00006975017,0.00006958301],"domain_scores_gemma":[0.9997944,0.000016442238,0.000042269025,0.00005330238,0.0000633063,0.000030265914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000101027195,0.00006771933,0.00011795345,0.0001453441,0.000013876122,0.0000062755194,0.000031706273,0.00004637648,0.0000062144595],"category_scores_gemma":[0.000030289804,0.00007071953,0.000005828585,0.0001387393,0.00001833397,0.000067626795,0.000013938092,0.000028362529,1.3914925e-7],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003102832,0.00006183592,0.66232127,0.0025091646,0.00011580929,0.0000056350254,0.07254315,0.006058353,0.05199773,0.16702701,0.0010780987,0.03597167],"study_design_scores_gemma":[0.0024332067,0.0004680536,0.5562196,0.0011249285,0.00007264629,0.000033990254,0.03173174,0.35466543,0.02762001,0.00226554,0.022493703,0.0008711577],"about_ca_topic_score_codex":0.00018536963,"about_ca_topic_score_gemma":0.00030908798,"teacher_disagreement_score":0.34860706,"about_ca_system_score_codex":0.000005983014,"about_ca_system_score_gemma":0.0000060350917,"threshold_uncertainty_score":0.28838587},"labels":[],"label_agreement":null},{"id":"W2351833097","doi":"","title":"The study on the blasting mechanism of fan-hole by the method of dynamic holophotoelastics","year":2001,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"CAE (Canada)","funders":"","keywords":"Rock blasting; Mechanism (biology); Structural engineering; Geology; Geotechnical engineering; Engineering; Mechanical engineering; Mining engineering; Physics","score_opus":0.010840498243849342,"score_gpt":0.2303257322260164,"score_spread":0.21948523398216707,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2351833097","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41021687,0.000071722156,0.5862159,0.00009007109,0.00032895018,0.00033509958,0.000007091457,0.000098285265,0.0026359821],"genre_scores_gemma":[0.9985724,0.000030120069,0.0010220555,0.00001387408,0.000011160693,0.00002480409,5.8224555e-7,0.00003161629,0.0002934046],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992167,0.00003643627,0.00024411014,0.00010099351,0.00019987932,0.00020192162],"domain_scores_gemma":[0.99877244,0.00075171434,0.000050100673,0.00036782483,0.000036984824,0.00002096203],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00068900845,0.00013331982,0.00014480484,0.000031562005,0.0000981139,0.0000187576,0.00034249207,0.000037658454,0.000015122976],"category_scores_gemma":[0.00009732764,0.00006335899,0.000051722924,0.00020864846,0.000014739549,0.000015997442,0.00005881768,0.00019195006,0.0000041032736],"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":[0.000029438239,0.00025724093,0.000040123316,0.000069741815,0.000638089,0.000008207246,0.0043101464,0.34182683,0.5580229,0.06458641,0.0015207245,0.028690178],"study_design_scores_gemma":[0.00024211005,0.0002271141,0.00013358485,0.00002995452,0.00004339219,0.00000650051,0.00505129,0.94579744,0.04671046,0.0008225448,0.00079092983,0.00014467145],"about_ca_topic_score_codex":0.000020301444,"about_ca_topic_score_gemma":0.000019949222,"teacher_disagreement_score":0.60397065,"about_ca_system_score_codex":0.000017079356,"about_ca_system_score_gemma":0.000005607162,"threshold_uncertainty_score":0.25837046},"labels":[],"label_agreement":null},{"id":"W2352104818","doi":"","title":"OPPORTUNITIES AND CHALLENGES FOR CBM DEVELOPMENT IN CHINA","year":2008,"lang":"en","type":"article","venue":"Tianranqi gongye","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Status quo; China; Eleventh; Development plan; Coal; Engineering; Plan (archaeology); Resource (disambiguation); Petroleum industry; Face (sociological concept); Fossil fuel; Business; Natural resource economics; Political science; Economics; Civil engineering; Law; Computer science; Waste management; Environmental engineering; Sociology; Geography","score_opus":0.06849290993767015,"score_gpt":0.1937184993704982,"score_spread":0.12522558943282805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2352104818","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98453707,0.0070103663,0.0039277193,0.00019862747,0.00024823233,0.00018621037,0.0000061053042,0.0002485375,0.0036371646],"genre_scores_gemma":[0.99200225,0.004523492,0.00300797,0.000008723197,0.000032432854,0.00005207691,0.0000054209895,0.000028258304,0.0003394064],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995539,0.000002114717,0.000116917814,0.00009482829,0.000048375015,0.00018381869],"domain_scores_gemma":[0.99984664,0.0000163806,0.000007384561,0.00007417141,0.000008050443,0.00004739844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000079362006,0.00010101299,0.000119957054,0.00009207524,0.000033632783,0.0000057767265,0.00005016665,0.000044026303,0.000008246177],"category_scores_gemma":[0.0000065119284,0.00010802172,0.000014709292,0.000028499999,0.000008280395,0.00004665835,0.000014114709,0.00005378762,0.000003080561],"study_design_candidate":"design_other","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":[0.000063546046,0.00020257558,0.0006439517,0.004962964,0.00036536224,0.00046369925,0.053959902,0.043251004,0.008263116,0.03976859,0.003056041,0.84499925],"study_design_scores_gemma":[0.00313487,0.0001700273,0.080296054,0.00037395672,0.000022196877,0.00022645896,0.0016215774,0.11508579,0.014087519,0.00060071546,0.7826909,0.0016899457],"about_ca_topic_score_codex":0.0000039478205,"about_ca_topic_score_gemma":0.000020060883,"teacher_disagreement_score":0.8433093,"about_ca_system_score_codex":0.00001919159,"about_ca_system_score_gemma":0.00001200671,"threshold_uncertainty_score":0.4404998},"labels":[],"label_agreement":null},{"id":"W2352644670","doi":"","title":"Confirming Principles & Characteristics of the Ore-Block’s Structure Parameter in the Smash-Leaching-Mining on the Spot","year":2000,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"CAE (Canada)","funders":"","keywords":"Leaching (pedology); Block (permutation group theory); Block structure; Engineering; Mining engineering; Environmental science; Mechanical engineering; Mathematics; Soil science","score_opus":0.01412018020612545,"score_gpt":0.18772820105941976,"score_spread":0.1736080208532943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2352644670","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99530494,0.000023704846,0.00014249836,0.00017729212,0.0002220349,0.0001876855,0.0000120398345,0.000060369384,0.0038694516],"genre_scores_gemma":[0.99924034,0.000012650205,0.00027033454,0.00017616343,0.000058108515,0.000009565992,0.0000023856078,0.000029239007,0.00020122007],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913967,0.0000351659,0.00026457742,0.00012362521,0.00019129443,0.00024567678],"domain_scores_gemma":[0.99919814,0.00029926526,0.000036905767,0.00043337216,0.000011948057,0.000020364496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028776057,0.00017400023,0.00016520152,0.000041461135,0.00007564462,0.000045474902,0.0004382525,0.00007137274,0.00017872122],"category_scores_gemma":[0.000078765916,0.000083559746,0.00006325363,0.0001704142,0.000022408083,0.000029890052,0.000031700987,0.0003832884,0.0000047315307],"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":[0.0000626112,0.00014546275,0.0071254126,0.00042752564,0.00033832292,0.000045261422,0.035402197,0.71370476,0.046339385,0.081319064,0.0012006031,0.113889396],"study_design_scores_gemma":[0.00095182954,0.00016925379,0.10731945,0.0008255052,0.000107295884,0.00010717682,0.0033306677,0.7716053,0.039590873,0.00073192106,0.074096166,0.0011645624],"about_ca_topic_score_codex":0.00001685035,"about_ca_topic_score_gemma":0.00003538565,"teacher_disagreement_score":0.11272483,"about_ca_system_score_codex":0.000020487609,"about_ca_system_score_gemma":0.000009378,"threshold_uncertainty_score":0.34074676},"labels":[],"label_agreement":null},{"id":"W2353000313","doi":"","title":"Three-dimension measuring meter based on measuring geomagnetic orientation sensor","year":2002,"lang":"en","type":"article","venue":"Journal of Transducer Technology","topic":"Geomechanics and Mining Engineering","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":"Discovery Air (Canada)","funders":"","keywords":"Metre; Geodetic datum; Electricity meter; Orientation (vector space); Vertebra; Earth's magnetic field; Metering mode; Gas meter prover; Acoustics; Electrical engineering; Power (physics); Optics; Magnetic field; Engineering; Geodesy; Physics; Geology; Mathematics; Geometry","score_opus":0.019563979622301803,"score_gpt":0.18493003505107397,"score_spread":0.16536605542877217,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2353000313","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8571538,0.0006943325,0.1401696,0.00044279965,0.00085122115,0.00010012861,0.0000017961598,0.00029661896,0.00028974624],"genre_scores_gemma":[0.98962146,0.000042724398,0.010181159,0.00002267079,0.00006389894,0.000004763401,3.2895522e-7,0.000048695365,0.000014293489],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989307,0.000008478871,0.00037808146,0.00013061494,0.00027725202,0.00027488984],"domain_scores_gemma":[0.99953145,0.00003247395,0.00007171419,0.00020414252,0.0000964705,0.000063764506],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020484414,0.00017928625,0.00026140056,0.00077280647,0.000041160853,0.00001703455,0.00017144531,0.00016838449,0.00009543521],"category_scores_gemma":[0.000036241003,0.00016929164,0.00011085676,0.00033206213,0.00001571171,0.00008725407,0.000006834809,0.00043756672,0.00001745664],"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":[0.000026937343,0.00008864495,0.00021215824,0.00013815188,0.00011179768,0.0001444309,0.00018759888,0.40789896,0.5369209,0.00017094321,0.00020247448,0.05389698],"study_design_scores_gemma":[0.0021173132,0.00074843824,0.0005601163,0.0003969052,0.00012804013,0.00031944105,0.0000825688,0.6471217,0.3454222,0.00038682093,0.0022355795,0.00048084385],"about_ca_topic_score_codex":0.0000011155867,"about_ca_topic_score_gemma":0.0000035764242,"teacher_disagreement_score":0.23922278,"about_ca_system_score_codex":0.00008592639,"about_ca_system_score_gemma":0.0000060812295,"threshold_uncertainty_score":0.69035125},"labels":[],"label_agreement":null},{"id":"W2353361473","doi":"","title":"The improvement of hydraulic support prop dismantle processes in fire area","year":2002,"lang":"en","type":"article","venue":"Coal Mine Machinery","topic":"Geomechanics and Mining Engineering","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":"Discovery Air (Canada)","funders":"","keywords":"Roof; Rock blasting; Engineering; Coal mining; Mining engineering; Spontaneous combustion; Civil engineering; Process (computing); Environmental science; Coal; Forensic engineering; Waste management; Computer science","score_opus":0.01020400859084518,"score_gpt":0.18458531946279763,"score_spread":0.17438131087195244,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2353361473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9909214,0.0019670443,0.00079596805,0.00012814827,0.00032516124,0.0002137893,0.000011998057,0.0001268918,0.0055095977],"genre_scores_gemma":[0.99875015,0.00023397326,0.000053568445,0.000013034019,0.000038195893,0.000045491724,0.000007335854,0.00002640752,0.00083187147],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993388,0.0000025884465,0.00022016438,0.00010630641,0.00010857902,0.00022358558],"domain_scores_gemma":[0.9997015,0.000038874095,0.000025823329,0.00017803641,0.000019077119,0.000036668855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000085511536,0.00012696319,0.00013841802,0.00004644839,0.000025962538,0.00001549927,0.00015172838,0.000034925626,0.000041622185],"category_scores_gemma":[0.000044344517,0.00009246942,0.00003015376,0.0001621538,0.00001249079,0.000044329616,0.00004417259,0.00011347537,0.000009492105],"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":[0.000041043088,0.0006122857,0.0071124462,0.0043154345,0.00025651758,0.00015422924,0.0040746657,0.43627855,0.109326795,0.0006022026,0.032898325,0.40432748],"study_design_scores_gemma":[0.0007389628,0.00025962328,0.0017882261,0.00017535946,0.000022507855,0.00001879211,0.000135057,0.94526166,0.020949773,0.0001522361,0.030035585,0.00046221257],"about_ca_topic_score_codex":0.000020891528,"about_ca_topic_score_gemma":0.00007662421,"teacher_disagreement_score":0.5089831,"about_ca_system_score_codex":0.00002080899,"about_ca_system_score_gemma":0.0000073306874,"threshold_uncertainty_score":0.37707934},"labels":[],"label_agreement":null},{"id":"W2353609822","doi":"","title":"On the selection of foundation schemes of certain commercial and residential quarter","year":2007,"lang":"en","type":"article","venue":"Shanxi Architecture","topic":"Geomechanics and Mining 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":"Foundation (evidence); Quarter (Canadian coin); Digging; Selection (genetic algorithm); Civil engineering; Engineering; Scheme (mathematics); Construction engineering; Architectural engineering; Computer science; Geography; Mathematics; Archaeology","score_opus":0.00544385960997888,"score_gpt":0.20144839673056156,"score_spread":0.1960045371205827,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2353609822","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9085366,0.000027662063,0.09084768,0.00007326777,0.00011168532,0.00007059645,0.0000020403459,0.000033501015,0.00029696958],"genre_scores_gemma":[0.99932253,0.0000030528938,0.00058420835,0.000010395017,0.000053012598,0.0000019792471,0.000003010285,0.000011046237,0.000010732205],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963844,0.000007190083,0.00011335559,0.00005724746,0.00008602659,0.00009775907],"domain_scores_gemma":[0.99979824,0.000074757474,0.000022190836,0.00007167719,0.00001701337,0.00001612706],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016019889,0.000065289125,0.00007613935,0.00008811947,0.00002502546,0.0000059238064,0.000045507557,0.000041456227,0.000024380584],"category_scores_gemma":[0.000023216013,0.000050416245,0.000023239605,0.000101112244,0.000012069269,0.000014316858,0.000009626078,0.00011859852,7.641055e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012521098,0.00004198765,0.0007171763,0.00042017744,0.00015836983,0.00000260621,0.0041750986,0.08107023,0.76905966,0.02670948,0.0009830099,0.11653698],"study_design_scores_gemma":[0.0011638989,0.00061667536,0.05918702,0.00035513093,0.00007405077,0.000031353764,0.0004370672,0.08097673,0.83799565,0.011924435,0.006658193,0.00057978125],"about_ca_topic_score_codex":0.0000114119375,"about_ca_topic_score_gemma":0.00008485021,"teacher_disagreement_score":0.1159572,"about_ca_system_score_codex":0.000008028004,"about_ca_system_score_gemma":0.000003781621,"threshold_uncertainty_score":0.20559148},"labels":[],"label_agreement":null},{"id":"W2355370364","doi":"","title":"Research of Stability of East Slope of Bayan Obo Iron Mine","year":2011,"lang":"en","type":"article","venue":"Gong-kuang zidonghua","topic":"Geomechanics and Mining 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":"Landslide; Reinforcement; Safety factor; Geotechnical engineering; Slope stability; Slope stability analysis; Engineering; Mining engineering; Stability (learning theory); Factor of safety; Geology; Civil engineering; Forensic engineering; Structural engineering; Computer science","score_opus":0.08300964504167967,"score_gpt":0.2557951069766559,"score_spread":0.17278546193497624,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2355370364","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98995876,0.00038867138,0.0016139993,0.000006538051,0.00024839115,0.00015332132,0.000038707785,0.000067591485,0.007524001],"genre_scores_gemma":[0.99716985,0.00003062251,0.002645899,9.251392e-7,0.000027539856,0.000009792038,0.000006852963,0.000039138828,0.00006936643],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99876475,0.000029612733,0.0004159719,0.00016904486,0.00029722915,0.00032340095],"domain_scores_gemma":[0.9990933,0.000063135136,0.00005901245,0.0005015497,0.00020345443,0.00007956916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007069779,0.00013767162,0.00032385398,0.0002289918,0.000018041086,0.0000032852654,0.00027519334,0.000103536935,0.00023209458],"category_scores_gemma":[0.0000896197,0.00014015482,0.000085758475,0.0003987067,0.000071508286,0.00006807531,0.00009777346,0.00020466595,0.000008952763],"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":[0.0001260492,0.00051927724,0.01678512,0.004226235,0.00024945906,0.000014047086,0.013204779,0.01136274,0.9280591,0.00999859,0.0009311658,0.014523434],"study_design_scores_gemma":[0.0010688463,0.00060551154,0.06707092,0.00050106307,0.000060878563,0.0000072040716,0.0024041461,0.025341488,0.9009796,0.00057141774,0.00084552215,0.00054345606],"about_ca_topic_score_codex":0.00028384055,"about_ca_topic_score_gemma":0.00007617161,"teacher_disagreement_score":0.050285794,"about_ca_system_score_codex":0.00003632091,"about_ca_system_score_gemma":0.000027207714,"threshold_uncertainty_score":0.57153475},"labels":[],"label_agreement":null},{"id":"W2355892650","doi":"","title":"STUDY OF MECHANICAL BEHAVIOR OF DEEP-BURIED MARBLE AT JINPING II HYDROPOWER STATION","year":2010,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":30,"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":"Geotechnical engineering; Brittleness; Geology; Rock mechanics; Compression (physics); Overburden pressure; Excavation; Hydropower; Friction angle; Mining engineering; Engineering; Materials science; Composite material","score_opus":0.005096573010361427,"score_gpt":0.20912094094323996,"score_spread":0.20402436793287854,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2355892650","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9017574,0.00024371338,0.09659387,0.0000040233303,0.0011945915,0.0001461114,0.0000052743053,0.000043632528,0.000011373592],"genre_scores_gemma":[0.9968192,0.00006837603,0.0029203591,0.0000015938915,0.00010804835,0.000006817404,0.0000021865983,0.00006693901,0.000006504385],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99855345,0.0000076764445,0.0007390481,0.0001359141,0.0003186978,0.00024517893],"domain_scores_gemma":[0.99920577,0.00005897748,0.00020707955,0.00021708895,0.00015796204,0.00015311559],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003904902,0.00026851834,0.00054441876,0.0003442602,0.000056833127,0.000013978314,0.0002039141,0.00014435007,0.000024073812],"category_scores_gemma":[0.00010429152,0.0002364237,0.00011362017,0.00026033644,0.0000020374696,0.00016470812,0.00014144869,0.0004802731,4.1258713e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016979333,0.0001270117,0.00010258243,0.00015014538,0.000115532785,0.000021303213,0.0010336676,0.41952798,0.5779284,0.00048094027,0.000008275957,0.00048712819],"study_design_scores_gemma":[0.0014180838,0.0007027111,0.00047240584,0.00012475131,0.0001583067,0.0002145652,0.0003465992,0.97107166,0.02481464,0.00021193229,0.000121074445,0.00034327907],"about_ca_topic_score_codex":0.000004547859,"about_ca_topic_score_gemma":0.000016032154,"teacher_disagreement_score":0.5531138,"about_ca_system_score_codex":0.000036631514,"about_ca_system_score_gemma":0.000012722222,"threshold_uncertainty_score":0.9641079},"labels":[],"label_agreement":null},{"id":"W2357205617","doi":"","title":"THERMAL ENVIRONMENT FOR DESULFURIZATION DURING COAL COMBUSTION IN THE GRATE FURNACES","year":2002,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CAE (Canada)","funders":"","keywords":"Combustion; Coal; Waste management; Flue-gas desulfurization; Coal combustion products; Environmental science; Sulfur; Coal gas; Materials science; Chemistry; Engineering; Metallurgy","score_opus":0.011022327411346879,"score_gpt":0.15717771919114462,"score_spread":0.14615539177979775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2357205617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92922074,0.00010836409,0.06979582,0.00006279619,0.0001106865,0.0001647013,0.0000020109255,0.00008858218,0.00044628326],"genre_scores_gemma":[0.9990704,0.000066810084,0.0006573789,0.000010794826,0.000033785996,0.000042231553,0.0000043979117,0.000014080363,0.00010008658],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99965465,0.000004680857,0.00008898983,0.000059653663,0.00006369424,0.00012833935],"domain_scores_gemma":[0.999887,0.000017891747,0.000007812824,0.00007242517,0.0000024767328,0.000012379285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000086396954,0.00006483671,0.0000479325,0.000037932048,0.00003133664,0.000020982274,0.00006752972,0.000027602688,0.000044190103],"category_scores_gemma":[0.000003104278,0.000050218165,0.000017919712,0.000039361807,0.0000029007115,0.00005285903,0.000006408832,0.000049492795,0.000011249794],"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":[0.0000011519887,0.000010982808,0.00008613953,0.000024911287,0.0000051789193,0.000001128336,0.00043552366,0.9814947,0.016286787,0.00039027102,0.000079988,0.001183183],"study_design_scores_gemma":[0.00044366773,0.000023150109,0.0043771737,0.000013916055,0.000006679026,0.0000030076203,0.00017327169,0.9804144,0.013023322,0.00004413553,0.0013421023,0.00013520566],"about_ca_topic_score_codex":0.000001997127,"about_ca_topic_score_gemma":0.00000762884,"teacher_disagreement_score":0.06984968,"about_ca_system_score_codex":0.000021833557,"about_ca_system_score_gemma":3.671454e-7,"threshold_uncertainty_score":0.20478374},"labels":[],"label_agreement":null},{"id":"W2357778167","doi":"","title":"Thoughts from Canada:Sustainable Management of the Great Resource Country","year":2008,"lang":"en","type":"article","venue":"Ecological Economy","topic":"Geomechanics and Mining 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":"Business; Multinational corporation; Resource (disambiguation); Sustainable development; China; Resource management (computing); Urbanization; Investment (military); Market mechanism; Environmental economics; Natural resource economics; Environmental resource management; Economic growth; Economics; Finance; Market economy; Political science","score_opus":0.005464930966070093,"score_gpt":0.14121858265396983,"score_spread":0.13575365168789974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2357778167","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9229244,0.00016767782,0.00038645827,0.00005317589,0.00022837766,0.00015346729,0.000010331389,0.00007585594,0.07600025],"genre_scores_gemma":[0.99745226,0.000015075747,0.00028080796,0.000075956326,0.00004776244,0.000021359647,0.0000042352403,0.000010348729,0.0020922155],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99949384,0.000005716481,0.00013700008,0.000104180464,0.00004930618,0.00020997527],"domain_scores_gemma":[0.9997162,0.00003221057,0.000020621625,0.00018039516,0.00001014866,0.00004038301],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004460783,0.00008780074,0.0001277752,0.000012321857,0.00006189385,0.0000057912357,0.00018508651,0.000046475627,0.00013568127],"category_scores_gemma":[0.0000045296565,0.00006579463,0.000030212215,0.0000718311,0.000014436403,0.000027353888,0.00007807328,0.00009017964,0.000003936072],"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":[0.0000150302285,0.000093245384,0.00476922,0.00042539396,0.00054657663,0.00077474496,0.00039051258,0.8180156,0.00011495416,0.029352313,0.14396085,0.0015415862],"study_design_scores_gemma":[0.00035366876,0.000020660986,0.047302272,0.000022022059,0.000020751891,0.000009410586,0.00028164947,0.013385559,0.0010802773,0.0013191629,0.9359616,0.00024294615],"about_ca_topic_score_codex":0.005029084,"about_ca_topic_score_gemma":0.004107647,"teacher_disagreement_score":0.80463,"about_ca_system_score_codex":0.00015047826,"about_ca_system_score_gemma":0.000026660371,"threshold_uncertainty_score":0.76025045},"labels":[],"label_agreement":null},{"id":"W2357797733","doi":"","title":"International comparison of industry conversions in resource-based cities","year":2002,"lang":"en","type":"article","venue":"Dalian Ligong Daxue xuebao","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"China; Resource (disambiguation); Business; Sustainable development; European union; Natural resource economics; International trade; Economics; Geography; Political science; Computer science","score_opus":0.023958996303581226,"score_gpt":0.2219033246698403,"score_spread":0.19794432836625908,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2357797733","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9585096,0.00027929354,0.0018925262,0.0003298789,0.0010090037,0.00012643814,0.00008217535,0.00026698955,0.037504088],"genre_scores_gemma":[0.998773,0.000006157987,0.0005638387,0.00002635467,0.000053248998,0.000007841044,0.000027531834,0.000022882195,0.00051918166],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99932647,0.000008024231,0.00023795436,0.00010820804,0.0001379031,0.0001814296],"domain_scores_gemma":[0.99969,0.00003900773,0.000030033836,0.00016892569,0.00001824354,0.000053795055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007389458,0.00011036578,0.00016960925,0.00024027794,0.000017960574,0.000018716219,0.00019090137,0.0001478241,0.00034571107],"category_scores_gemma":[0.000026317744,0.00012920288,0.00004027215,0.00018401106,0.000018162775,0.000065454005,0.000026176156,0.00031751787,0.000024289056],"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":[0.000013462381,0.00019935684,0.0266613,0.00030705903,0.00012417053,0.000040623487,0.0042704362,0.8743468,0.009617126,0.0033113232,0.074693635,0.006414694],"study_design_scores_gemma":[0.000659763,0.000031971085,0.0014343122,0.0002227555,0.000009985026,0.000002393083,0.00088807405,0.80497146,0.016268536,0.000015628108,0.1752345,0.00026061555],"about_ca_topic_score_codex":0.000017915987,"about_ca_topic_score_gemma":0.000006403876,"teacher_disagreement_score":0.10054087,"about_ca_system_score_codex":0.000053331074,"about_ca_system_score_gemma":0.000004894217,"threshold_uncertainty_score":0.526874},"labels":[],"label_agreement":null},{"id":"W2358430179","doi":"","title":"Study on Comparison between Chinese and Canadian Mining Rights Appraisal","year":2004,"lang":"en","type":"article","venue":"Naturnal Resource Economics of China","topic":"Geomechanics and Mining 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":"Standardization; China; Critical appraisal; Performance appraisal; Business; Project appraisal; Set (abstract data type); Human rights; Accounting; Political science; Finance; Economics; Law; Management; Computer science; Medicine","score_opus":0.008201179158573756,"score_gpt":0.23026827622109936,"score_spread":0.2220670970625256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2358430179","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99565077,0.00015678289,0.00009104945,0.000032399636,0.00021899409,0.000098889155,0.000017199864,0.000047352325,0.0036865794],"genre_scores_gemma":[0.9994235,0.000004090983,0.0003805891,0.0000069771863,0.00013580972,0.0000024196693,0.000006270431,0.00003206083,0.000008306955],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99925095,0.0000061302317,0.00027053867,0.00015644802,0.000073287956,0.00024262707],"domain_scores_gemma":[0.9995005,0.00006577438,0.000048974583,0.00016172591,0.000010103631,0.00021291978],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018380256,0.0001765562,0.0003038064,0.00026971658,0.00006645967,0.00003559822,0.00016164193,0.00010829867,0.0000027560711],"category_scores_gemma":[0.00003121455,0.00017352545,0.00004143391,0.00007527889,0.000011822007,0.00005791598,0.000023968774,0.00036830598,0.0000028777733],"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":[0.000021609425,0.000077253455,0.04619868,0.000048907135,0.0003086615,0.000024434647,0.008527792,0.93714666,0.00014879717,0.0023930988,0.00016575895,0.0049383207],"study_design_scores_gemma":[0.00525446,0.0011442547,0.9247486,0.0002493826,0.00010921517,0.000052165396,0.0014446372,0.041360732,0.0020360854,0.002596632,0.019541781,0.0014620583],"about_ca_topic_score_codex":0.0014259377,"about_ca_topic_score_gemma":0.005406992,"teacher_disagreement_score":0.8957859,"about_ca_system_score_codex":0.0001078989,"about_ca_system_score_gemma":0.000025897018,"threshold_uncertainty_score":0.7076162},"labels":[],"label_agreement":null},{"id":"W2359915761","doi":"","title":"INFLUENCE OF DILATION ON ROCK MASS DISPLACEMENT AROUND UNDERGROUND EXCAVATIONS—A CASE STUDY OF DONKIN-MORIEN TUNNEL IN CANADA","year":2010,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Dilation (metric space); Rock mass classification; Geotechnical engineering; Geology; Excavation; Extensometer; Overburden pressure; Rock mechanics; Shear (geology); Mechanics; Geometry; Structural engineering; Engineering; Physics; Mathematics; Petrology","score_opus":0.004671404298087112,"score_gpt":0.1907619866059782,"score_spread":0.1860905823078911,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2359915761","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95298725,0.00008818348,0.046240725,0.000005200394,0.00053570454,0.00012279337,0.0000048702886,0.000011390931,0.0000038508874],"genre_scores_gemma":[0.9995241,0.000048693993,0.00033542645,0.0000022629931,0.00005009039,0.0000047294598,9.355921e-7,0.000032011016,0.0000017524864],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988153,0.000006562173,0.0006147922,0.000107679196,0.00027119106,0.00018446862],"domain_scores_gemma":[0.9993698,0.00011379327,0.00015853642,0.00016656134,0.000107473505,0.0000838385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023800042,0.00020914739,0.0003593907,0.00030984834,0.000028691336,0.000014713374,0.00012631256,0.00005822856,0.000002226578],"category_scores_gemma":[0.00010003527,0.00018670225,0.000036907255,0.0003101847,6.985292e-7,0.00016383438,0.000032440526,0.00039040507,9.040756e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008722551,0.000037475376,0.0012497868,0.00012746878,0.000051671617,0.0001044092,0.00045773087,0.95914286,0.038405176,0.00034279423,0.0000021085023,0.000069796646],"study_design_scores_gemma":[0.00072469556,0.0001893641,0.0027362127,0.00019013794,0.000028921228,0.00027950347,0.0011264846,0.9935552,0.0007589824,0.00019865108,0.000014057005,0.0001977994],"about_ca_topic_score_codex":0.0075625093,"about_ca_topic_score_gemma":0.03513715,"teacher_disagreement_score":0.04653682,"about_ca_system_score_codex":0.0001322898,"about_ca_system_score_gemma":0.000074670796,"threshold_uncertainty_score":0.9990462},"labels":[],"label_agreement":null},{"id":"W2361883148","doi":"","title":"The Development Module of Enterprise Program in Community","year":2005,"lang":"en","type":"article","venue":"Market and Demographic Analysis","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"General partnership; Government (linguistics); Loan; Work (physics); Unemployment; Business enterprise; Business; Public relations; Engineering management; Process management; Economic growth; Finance; Engineering; Economics; Political science; Business administration","score_opus":0.004780126991495298,"score_gpt":0.19632763063489564,"score_spread":0.19154750364340034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2361883148","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928429,0.0007523382,0.0047721514,0.000014055725,0.000018501198,0.00006383726,9.743961e-7,0.00006384449,0.0014714012],"genre_scores_gemma":[0.9969076,0.00029627426,0.0027118472,0.0000029267744,0.0000046910254,0.000023794792,0.0000031685042,0.0000068625263,0.00004283779],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99950314,0.000025552896,0.00019952789,0.000056718734,0.00007407987,0.00014099105],"domain_scores_gemma":[0.9997104,0.00006416135,0.000018452438,0.00015900901,0.000013994871,0.00003397406],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048257448,0.00007913711,0.0001471135,0.00029203002,0.0000680991,0.00001834194,0.000101631646,0.000032745826,0.000008664184],"category_scores_gemma":[0.000009455843,0.00006228916,0.000067272806,0.0007808729,0.000019139112,0.000027621232,0.000033579196,0.00012899043,2.6455615e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022119779,0.00018921595,0.21095185,0.00014506554,0.002039268,0.0000015950634,0.0023469052,0.0464095,0.00021447147,0.00019015334,0.00038527633,0.7371046],"study_design_scores_gemma":[0.00020123438,0.000017901591,0.21681543,0.000022259102,0.00014698434,5.9941175e-7,0.00031648725,0.7744671,0.00018505691,0.000079704216,0.0075899144,0.00015734715],"about_ca_topic_score_codex":0.000016380087,"about_ca_topic_score_gemma":0.001540521,"teacher_disagreement_score":0.73694724,"about_ca_system_score_codex":0.000009527668,"about_ca_system_score_gemma":0.0000031702555,"threshold_uncertainty_score":0.25400782},"labels":[],"label_agreement":null},{"id":"W2362157265","doi":"","title":"The Canada mining and its position in the world","year":2011,"lang":"en","type":"article","venue":"China Mining Magazine","topic":"Geomechanics and Mining 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":"Position (finance); Mineral resource classification; Investment (military); Production (economics); Natural resource economics; Business; Natural resource; Mining industry; Finance; Economics; Engineering; Political science; Mining engineering; Geology; Macroeconomics","score_opus":0.009912083605162249,"score_gpt":0.1740524390862379,"score_spread":0.16414035548107567,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2362157265","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97438437,0.00089750445,0.00011558831,0.00019326514,0.00042998657,0.00009622877,0.0000032784274,0.00006911772,0.02381067],"genre_scores_gemma":[0.99866736,0.00003151947,0.00063153345,0.000049936556,0.000052071704,0.000018315857,0.0000032511352,0.000022809094,0.00052318606],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99938715,0.000015196427,0.00014437787,0.000103699014,0.000103065,0.00024648858],"domain_scores_gemma":[0.99970406,0.00008858447,0.000018582336,0.00014343431,0.000009160911,0.000036174562],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002735224,0.00012155988,0.000091810536,0.000056608107,0.00010493761,0.000033207176,0.00016164621,0.000023606639,0.000010413201],"category_scores_gemma":[0.000035241286,0.000083130355,0.000013731935,0.00015413197,0.0000075090798,0.000054081218,0.000028483848,0.00014503814,0.0000023224122],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019481103,0.0002516393,0.010898484,0.0014051007,0.000685062,0.0019883516,0.14643653,0.03665301,0.06483146,0.087009005,0.302213,0.34743357],"study_design_scores_gemma":[0.0016173729,0.00021057301,0.32744995,0.0006521674,0.00009303912,0.00032678907,0.0036116934,0.5329678,0.004633316,0.00047220726,0.12644875,0.0015163308],"about_ca_topic_score_codex":0.0012365684,"about_ca_topic_score_gemma":0.11624476,"teacher_disagreement_score":0.4963148,"about_ca_system_score_codex":0.00003577553,"about_ca_system_score_gemma":0.000018238848,"threshold_uncertainty_score":0.8998815},"labels":[],"label_agreement":null},{"id":"W2362357411","doi":"","title":"Effect on Grass Seed Yield and Quality of Flue Gas Desulphurization By-product on Alkali Soil","year":2012,"lang":"en","type":"article","venue":"Seed","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Festuca arundinacea; Agronomy; Germination; Lolium perenne; Sowing; Yield (engineering); Elymus; Environmental science; Chemistry; Biology; Poaceae; Materials science","score_opus":0.01351295729267509,"score_gpt":0.22354867860500505,"score_spread":0.21003572131232995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2362357411","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974133,0.00020752735,0.0012077892,0.000017505969,0.00043298618,0.000113384835,0.000010543414,0.00013885397,0.00045813306],"genre_scores_gemma":[0.9997152,0.000015513053,0.00006343918,0.000015624932,0.00007732606,0.0000084534195,0.000017354356,0.000029612309,0.00005747608],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99939436,0.000020162199,0.00014601304,0.000116632924,0.00011878555,0.00020404703],"domain_scores_gemma":[0.9996003,0.00010983087,0.00002761787,0.00018378597,0.000014448879,0.00006401018],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040833798,0.00013088739,0.00017233053,0.000063436484,0.000022668886,0.0000096533495,0.000050797684,0.000059266837,0.00000300382],"category_scores_gemma":[0.00013136091,0.0001250336,0.000029508166,0.00009977579,0.0000067180595,0.000055194432,0.000013815109,0.000102664824,0.00000971993],"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":[0.000024165187,0.000031563937,0.0034923938,0.00028120534,0.000040908548,2.694204e-7,0.00022973787,0.011792685,0.9805925,0.00087997224,0.00013982429,0.0024947568],"study_design_scores_gemma":[0.00045571386,0.00022980089,0.031175181,0.000102535996,0.000021048914,0.0000012407409,0.000019946268,0.0048644613,0.96264803,0.000033826786,0.00019655221,0.00025168015],"about_ca_topic_score_codex":0.000038587925,"about_ca_topic_score_gemma":0.000005141597,"teacher_disagreement_score":0.027682787,"about_ca_system_score_codex":0.000022027214,"about_ca_system_score_gemma":0.0000024713959,"threshold_uncertainty_score":0.50987226},"labels":[],"label_agreement":null},{"id":"W2362419111","doi":"","title":"Study on the lining crack of subsea tunnel in the different conditions of waterproof and drainage","year":2015,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Subsea; Drainage; Geotechnical engineering; Arch; Cracking; Geology; Water pressure; Springing; Engineering; Structural engineering; Materials science","score_opus":0.04549713647223836,"score_gpt":0.23857753544156382,"score_spread":0.19308039896932547,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2362419111","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99633676,0.000021816211,0.00058681465,0.000058082,0.000056825746,0.0001671138,0.0000034455243,0.000021253907,0.0027479092],"genre_scores_gemma":[0.99990135,0.0000016114423,0.000025629928,0.000009242752,0.000007674182,0.000019995858,0.0000012941247,0.000008542232,0.000024641675],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99962056,0.000016507878,0.00012983181,0.00005314876,0.00009582034,0.000084154024],"domain_scores_gemma":[0.9997054,0.00010321982,0.0000131168745,0.00014581085,0.000014948948,0.000017511564],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025031436,0.00006604387,0.00010246407,0.000047703903,0.000011631212,0.000008432747,0.00009288183,0.00001741678,0.0000052605524],"category_scores_gemma":[0.000027561557,0.000034044755,0.000014491292,0.000068819776,0.000009517537,0.00001827036,0.000022690569,0.00008365613,8.67537e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000062903855,0.00208624,0.025076276,0.00056575285,0.0005916128,0.000072273215,0.28508872,0.34040654,0.08580555,0.25459206,0.0024443318,0.00320776],"study_design_scores_gemma":[0.004865624,0.002487353,0.38569373,0.0005061948,0.00015399129,0.00002139494,0.19208372,0.34421864,0.051885568,0.016864069,0.000279038,0.0009407029],"about_ca_topic_score_codex":0.000014643323,"about_ca_topic_score_gemma":0.000031318974,"teacher_disagreement_score":0.36061743,"about_ca_system_score_codex":0.00000668556,"about_ca_system_score_gemma":0.0000026538057,"threshold_uncertainty_score":0.13883048},"labels":[],"label_agreement":null},{"id":"W2363470678","doi":"","title":"Study on Control of Drill Correction for Coal Auger","year":2015,"lang":"en","type":"article","venue":"Coal Mine Machinery","topic":"Geomechanics and Mining Engineering","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":"Ontario Tech University","funders":"","keywords":"Auger; Coal; Acceleration; Coal mining; Electrohydraulic servo valve; Drilling; Drill; Engineering; Mining engineering; Petroleum engineering; Mechanical engineering; Physics; Waste management","score_opus":0.01959415569937581,"score_gpt":0.23586167913301848,"score_spread":0.21626752343364267,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2363470678","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85233283,0.0001187041,0.14190687,0.000017979264,0.0034073656,0.00042851127,0.000032352018,0.00021457742,0.0015408124],"genre_scores_gemma":[0.99918425,9.378391e-7,0.00014044043,0.000016139284,0.00017911803,0.00005346056,0.000012900792,0.000038663096,0.00037409444],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999406,0.000008922837,0.0001839258,0.00012013181,0.0001181529,0.00016287755],"domain_scores_gemma":[0.9996165,0.00007520426,0.000026751577,0.00015714676,0.000049478538,0.00007488691],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019173637,0.0001360648,0.00021599278,0.00009899079,0.000015436284,0.000009549562,0.000078527344,0.00004614279,0.0000041007484],"category_scores_gemma":[0.00008194956,0.00012762788,0.000053699987,0.00006208701,0.0000052723954,0.00003251161,0.000014333415,0.000094196206,0.000007939728],"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":[0.00015603844,0.00025315076,0.004531538,0.000065491084,0.00015609304,0.000009831408,0.0006784219,0.9632835,0.0063654194,0.00026382977,0.021206656,0.0030300762],"study_design_scores_gemma":[0.0047373436,0.0016297566,0.0048744283,0.00004969857,0.00008830254,0.000012856692,0.0005257795,0.97486,0.003537138,0.000091808746,0.009199908,0.00039298338],"about_ca_topic_score_codex":0.000016364622,"about_ca_topic_score_gemma":0.000016617636,"teacher_disagreement_score":0.14685142,"about_ca_system_score_codex":0.000036337384,"about_ca_system_score_gemma":0.000010239078,"threshold_uncertainty_score":0.5204514},"labels":[],"label_agreement":null},{"id":"W2363949258","doi":"","title":"The Rational Match between the Rock Bolts and Drill Hole","year":2000,"lang":"en","type":"article","venue":"Journal of Liaoning Technical University","topic":"Geomechanics and Mining Engineering","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":"CAE (Canada)","funders":"","keywords":"Drill; Reinforcement; Structural engineering; Drill hole; Rock bolt; Geology; Engineering; Geotechnical engineering; Mechanical engineering","score_opus":0.005072692868526266,"score_gpt":0.16547577431022348,"score_spread":0.1604030814416972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2363949258","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97496164,0.00034984556,0.020788703,0.0012521562,0.00017029377,0.00006785943,0.0000051730185,0.00010932622,0.0022950254],"genre_scores_gemma":[0.9983716,0.00024336904,0.0010007212,0.000009136309,0.00009207259,6.650501e-8,3.6007975e-7,0.000007235116,0.00027543533],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99957573,0.000012302926,0.00012359444,0.000045105233,0.00012643634,0.000116805284],"domain_scores_gemma":[0.999642,0.00014795095,0.00003455143,0.00009024949,0.00003208663,0.00005315394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026666178,0.000063042105,0.000094684845,0.000032279782,0.00017951106,0.000031221964,0.0002188982,0.000050222676,0.000016625987],"category_scores_gemma":[0.00002164626,0.000041924766,0.000049991948,0.00010221482,0.000017964543,0.00009855398,0.000034811645,0.0003046698,0.0000034056507],"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":[0.00023330229,0.00010022039,0.0068549043,0.00010330766,0.00093091273,0.00032891234,0.0012315073,0.6513561,0.014487703,0.020075021,0.07541106,0.22888705],"study_design_scores_gemma":[0.0013591462,0.000279654,0.06438387,0.00022837849,0.00020118034,0.00030618795,0.000435118,0.052537195,0.0014441774,0.0022923779,0.87604016,0.0004925496],"about_ca_topic_score_codex":0.0000019972008,"about_ca_topic_score_gemma":0.0000018571866,"teacher_disagreement_score":0.8006291,"about_ca_system_score_codex":0.00004221378,"about_ca_system_score_gemma":0.000012612929,"threshold_uncertainty_score":0.17096424},"labels":[],"label_agreement":null},{"id":"W2365049395","doi":"","title":"A ROCK DILATION ANGLE MODEL AND ITS VERIFICATION","year":2010,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Dilation (metric space); Geotechnical engineering; Shearing (physics); Geology; Mohr–Coulomb theory; Shear (geology); Rock mechanics; Mechanics; Softening; Constitutive equation; Plasticity; Materials science; Geometry; Structural engineering; Mathematics; Composite material; Engineering; Finite element method; Physics; Petrology","score_opus":0.0059369742356000675,"score_gpt":0.18583526422646351,"score_spread":0.17989828999086344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2365049395","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5927212,0.0008410054,0.40577126,0.000017003673,0.00053222297,0.00004181422,0.00000271956,0.00005904471,0.00001369904],"genre_scores_gemma":[0.9963597,0.0004925243,0.0029300642,0.000005389748,0.00015231059,0.00000301255,0.0000018428365,0.000044210155,0.0000109615885],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999339,0.000001995645,0.0002664928,0.0000969434,0.0001258604,0.00016970943],"domain_scores_gemma":[0.9996059,0.000023463801,0.00005683586,0.00009518434,0.00007726306,0.0001413635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018340466,0.00018207791,0.00021419008,0.00019367067,0.00004258956,0.000043502136,0.00008825243,0.00010522938,0.0000036010615],"category_scores_gemma":[0.000076073375,0.00016093164,0.000044231467,0.00013262518,4.1568268e-7,0.00024423416,0.000031355205,0.00036143197,0.0000010775689],"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":[0.0000021938295,0.0000042804463,0.000006596038,0.00006695362,0.000018074366,0.0000020367074,0.00013953577,0.7342128,0.26286316,0.0022818963,0.000011845425,0.00039059215],"study_design_scores_gemma":[0.00024562355,0.000030037336,0.00011838941,0.000047900205,0.000019072597,0.00012992145,0.000012096284,0.9966998,0.0015619543,0.0007300267,0.0002391522,0.00016599931],"about_ca_topic_score_codex":2.890005e-7,"about_ca_topic_score_gemma":9.976807e-7,"teacher_disagreement_score":0.40363845,"about_ca_system_score_codex":0.000015698313,"about_ca_system_score_gemma":0.000009769711,"threshold_uncertainty_score":0.6562602},"labels":[],"label_agreement":null},{"id":"W2365405092","doi":"","title":"Deve Copment on Hydraulis Support of New Light Lovo Place Cowing","year":2000,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"CAE (Canada)","funders":"","keywords":"Roof; Pillar; Reliability (semiconductor); Face (sociological concept); Mining engineering; Base (topology); Coal mining; Engineering; Computer science; Coal; Structural engineering; Physics; Mathematics; Sociology","score_opus":0.005808075387219161,"score_gpt":0.17168534438211056,"score_spread":0.16587726899489139,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2365405092","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.60315716,0.00015082672,0.012972878,0.00025256508,0.0006785797,0.0002270805,0.000006611218,0.00079739565,0.38175693],"genre_scores_gemma":[0.985906,0.00003624442,0.0021372342,0.0000750055,0.00004707121,0.0000033504652,0.000005321292,0.000033474756,0.01175631],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99941134,0.0000017551977,0.00016517156,0.00010291435,0.00012315037,0.00019568558],"domain_scores_gemma":[0.9997357,0.000014052271,0.000008532578,0.0001477427,0.000007686424,0.000086263244],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00005734096,0.00011819798,0.00013874636,0.000058234622,0.000012070588,0.0000101063215,0.00008871725,0.000049240523,0.0022289807],"category_scores_gemma":[0.000003827517,0.00011488011,0.000039182076,0.000091157206,0.0000018808852,0.00004178592,0.000009585579,0.00007639527,0.00022808989],"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":[0.000018005281,0.00004257726,0.000023223283,0.00011138534,0.00012104866,0.000028304363,0.0015751986,0.77688473,0.023558676,0.0014409274,0.14212091,0.054075036],"study_design_scores_gemma":[0.0006944714,0.00016402967,0.00011169616,0.00009301644,0.000019447538,0.000012926716,0.000077625926,0.052788123,0.25339293,0.00006193153,0.69215393,0.00042987245],"about_ca_topic_score_codex":0.000016457398,"about_ca_topic_score_gemma":0.000006943851,"teacher_disagreement_score":0.7240966,"about_ca_system_score_codex":0.00003554325,"about_ca_system_score_gemma":0.000015982801,"threshold_uncertainty_score":0.9986831},"labels":[],"label_agreement":null},{"id":"W2365912250","doi":"","title":"Analysis on Coal Market Situation of First Quarter of 2013","year":2013,"lang":"en","type":"article","venue":"Coal Economic Research","topic":"Geomechanics and Mining 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":"Coal; Quarter (Canadian coin); Production (economics); Business; Coal mining; Natural resource economics; Economics; Waste management; Engineering; Microeconomics","score_opus":0.025499356980890196,"score_gpt":0.2645600607877066,"score_spread":0.2390607038068164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2365912250","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9889766,0.000047074427,0.0016361296,0.000079431964,0.00011568415,0.0001516813,0.000013348683,0.000024994974,0.008955075],"genre_scores_gemma":[0.99949974,0.00005989977,0.00008323367,0.0000011616044,0.000030240471,0.000028101567,0.000008522121,0.000013645337,0.00027544817],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933696,0.000016299842,0.00022404903,0.00011582074,0.00010759613,0.00019927765],"domain_scores_gemma":[0.9994698,0.000154212,0.000024226545,0.00024772124,0.000051387226,0.00005265697],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00042211352,0.00006926452,0.00019327241,0.00042651032,0.00001985374,0.000018552626,0.00012474292,0.00005470384,0.0014253177],"category_scores_gemma":[0.000017170276,0.00007216663,0.0000710334,0.00012662775,0.00002019202,0.00007326125,0.000030461495,0.000120536046,0.00016989378],"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":[0.000016447108,0.00003579316,0.0038790395,0.00019065055,0.00048185987,9.643092e-7,0.00037996235,0.9414862,0.0026384047,0.00075873773,0.0487512,0.0013807425],"study_design_scores_gemma":[0.00016100293,0.0000744293,0.011175135,0.000018104818,0.0000146686825,2.7886801e-7,0.0001253878,0.98460793,0.0026956738,0.00020587283,0.00084079,0.000080740756],"about_ca_topic_score_codex":0.00031834948,"about_ca_topic_score_gemma":0.00012803482,"teacher_disagreement_score":0.04791041,"about_ca_system_score_codex":0.00006987186,"about_ca_system_score_gemma":0.000011769893,"threshold_uncertainty_score":0.9994875},"labels":[],"label_agreement":null},{"id":"W2365999051","doi":"","title":"THE PRINCIPLE OF MINING GIGH-GRADE ORE AND LOW-GRADE ORE AT THE SAME TIME ON THE IN-SITU LEACHING MINE","year":2002,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"CAE (Canada)","funders":"","keywords":"Leaching (pedology); Uranium ore; Uranium mining; Uranium mine; Uranium; Mining engineering; In situ; Geology; Metallurgy; Chemistry; Materials science; Soil science; Soil water","score_opus":0.013458024862013775,"score_gpt":0.19263018483150776,"score_spread":0.17917215996949398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2365999051","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99310505,0.00068028347,0.00013595483,0.0007146475,0.0001287208,0.00017698253,0.00000283641,0.000095906245,0.0049595907],"genre_scores_gemma":[0.9967267,0.00009967501,0.00018721126,0.000056111145,0.000044899203,0.000017433022,0.0000018936781,0.00003972875,0.0028263323],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910647,0.000023001936,0.00023085199,0.00015330868,0.00017388149,0.00031247837],"domain_scores_gemma":[0.9991209,0.0004313742,0.000035569232,0.00035988484,0.000010504631,0.000041805008],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033538617,0.00018280755,0.00016676282,0.00005458864,0.00014856501,0.00004348618,0.00024908312,0.00006211708,0.00007143122],"category_scores_gemma":[0.00006781845,0.000092998875,0.000049981347,0.00016975035,0.000033647466,0.000042402284,0.00010354811,0.0002532584,0.000022571647],"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":[0.00003596356,0.0002115523,0.0018476448,0.0004240032,0.0005070037,0.000057905767,0.022484228,0.36549968,0.5065619,0.056615718,0.01477192,0.03098253],"study_design_scores_gemma":[0.00081432867,0.00012893823,0.0049726586,0.00032284195,0.000039512914,0.000045778477,0.0010094926,0.9262053,0.03295566,0.00015794078,0.032788698,0.00055886654],"about_ca_topic_score_codex":0.000018439727,"about_ca_topic_score_gemma":0.00018988253,"teacher_disagreement_score":0.5607056,"about_ca_system_score_codex":0.00005243342,"about_ca_system_score_gemma":0.0000031987688,"threshold_uncertainty_score":0.3792384},"labels":[],"label_agreement":null},{"id":"W2366869017","doi":"","title":"Experimental Study on Permeability of Compact Replacing Cohesive Soil in South-to-North Water Diversion Project","year":2010,"lang":"en","type":"article","venue":"Subgrade Engineering","topic":"Geomechanics and Mining 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":"Geotechnical engineering; Permeability (electromagnetism); Compaction; Geology; Water diversion; Compact space; Infiltration (HVAC); Engineering; Materials science; Environmental science; Mathematics; Composite material","score_opus":0.011767821102785899,"score_gpt":0.2154853439024794,"score_spread":0.2037175227996935,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2366869017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99792147,0.000014801608,0.00048775206,0.0000055407436,0.0006914101,0.0004939384,0.000009927685,0.00029368745,0.000081479906],"genre_scores_gemma":[0.99960154,4.1981653e-7,0.00022480583,0.000003663007,0.000059003807,0.000027161008,0.000008471642,0.0000670057,0.000007904854],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99871695,0.000010682337,0.0003128402,0.00029793548,0.00022880537,0.00043276855],"domain_scores_gemma":[0.9994471,0.000036467085,0.000019246843,0.0003757635,0.000021253516,0.00010013758],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00018395582,0.0002794168,0.00032631974,0.0004178332,0.00003349959,0.000022774273,0.0002010088,0.00007700038,0.000013401293],"category_scores_gemma":[0.00004306899,0.0002570277,0.00007270995,0.0002598652,0.000008433841,0.00008975684,0.00006645347,0.00044925988,0.0000116613555],"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":[0.000016248827,0.00013555991,0.0066090655,0.00006655934,0.00002767139,0.000013658077,0.015287567,0.56341577,0.414354,0.00001709335,0.000014288547,0.000042528925],"study_design_scores_gemma":[0.0012505968,0.0006173877,0.076975696,0.000121789446,0.000020581916,0.000008438483,0.0033281555,0.12361174,0.7931263,0.0000026499808,0.00017673857,0.0007599445],"about_ca_topic_score_codex":0.000058123078,"about_ca_topic_score_gemma":0.00002483582,"teacher_disagreement_score":0.43980402,"about_ca_system_score_codex":0.00009666009,"about_ca_system_score_gemma":0.00000763597,"threshold_uncertainty_score":0.9999882},"labels":[],"label_agreement":null},{"id":"W2367276646","doi":"","title":"Application of TT-Type Special Ceramic Filter in Copper and Nickel Dressing Plant","year":2012,"lang":"en","type":"article","venue":"Nonferrous Metals","topic":"Geomechanics and Mining Engineering","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":"Nickel Institute","funders":"","keywords":"Dewatering; Ceramic; Filter (signal processing); Nickel; Materials science; Copper; Metallurgy; Moisture; Filter press; Waste management; Process engineering; Composite material; Engineering; Geotechnical engineering; Electrical engineering","score_opus":0.01674124154932696,"score_gpt":0.2210466309519324,"score_spread":0.20430538940260543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2367276646","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9896283,0.0007439101,0.006663076,0.0000059292074,0.00049383676,0.00011206013,0.000008978087,0.00005340053,0.002290477],"genre_scores_gemma":[0.9985255,0.00004720608,0.0011316119,0.000008010864,0.00020928118,0.000008221762,0.000011980472,0.00002278413,0.00003542693],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99947435,0.000007003858,0.000164403,0.00008023964,0.00007614696,0.00019785666],"domain_scores_gemma":[0.99978733,0.000020961634,0.000022050597,0.00011454035,0.000012076427,0.000043044627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015124337,0.00009536411,0.00017033046,0.0000944627,0.000011265775,0.000009739277,0.00005075947,0.00006172504,0.000019078332],"category_scores_gemma":[0.000011415984,0.00009545942,0.00001945097,0.000092091934,0.000007627326,0.000089428606,0.00002099765,0.000086350934,0.000013422905],"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":[0.000039097617,0.00018686448,0.010407302,0.0007012534,0.00016861185,0.000008812897,0.005844527,0.05242344,0.8733609,0.008739931,0.0014462671,0.046673037],"study_design_scores_gemma":[0.0025200055,0.00016426039,0.068152755,0.00041336828,0.00018642252,0.00014660499,0.00074402336,0.6738828,0.19470884,0.0006951953,0.05661567,0.001770087],"about_ca_topic_score_codex":0.000020317468,"about_ca_topic_score_gemma":0.000015056217,"teacher_disagreement_score":0.678652,"about_ca_system_score_codex":0.000021020222,"about_ca_system_score_gemma":0.000005143184,"threshold_uncertainty_score":0.3892722},"labels":[],"label_agreement":null},{"id":"W2367643799","doi":"","title":"PRECISE MEASUREMENT AND QUANTIZATION ABOUT JOINTS OF ROCK MASSES","year":2001,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"CAE (Canada)","funders":"","keywords":"Joint (building); Quantization (signal processing); Rock mass classification; TRACE (psycholinguistics); Orientation (vector space); Geology; Computer science; Algorithm; Geotechnical engineering; Geometry; Structural engineering; Mathematics; Engineering","score_opus":0.019783072460066227,"score_gpt":0.18913490041514952,"score_spread":0.1693518279550833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2367643799","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.410991,0.00081739586,0.5796273,0.000012905616,0.00023228776,0.0000987429,0.0000012414865,0.00021670751,0.00800241],"genre_scores_gemma":[0.99803734,0.00028457,0.001580331,0.0000018872893,0.000011452473,0.0000032132643,8.5689766e-7,0.000009253639,0.00007111462],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99966985,0.0000016958143,0.00009774453,0.000053099928,0.000098243916,0.00007939165],"domain_scores_gemma":[0.99986035,0.000004619054,0.000008843084,0.000065897126,0.00003456967,0.00002575253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000074984855,0.00005440632,0.0000709483,0.000045960966,0.000008291005,0.000007987024,0.000025660434,0.00002296332,0.000027975995],"category_scores_gemma":[0.000015433889,0.000052260628,0.0000110195715,0.00006228854,0.0000011809228,0.000039906874,0.000006528933,0.00002361305,0.0000029921043],"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":[0.00000795261,0.00004411489,0.0020218242,0.00044242485,0.0001038583,0.0000045015786,0.000416792,0.54921347,0.40077505,0.005030827,0.0014483312,0.040490836],"study_design_scores_gemma":[0.00042303136,0.000047362286,0.008212635,0.00015861655,0.000021850721,0.000011401301,0.00008638677,0.86650366,0.11678952,0.00023513827,0.0072554327,0.0002549774],"about_ca_topic_score_codex":0.000005602962,"about_ca_topic_score_gemma":0.000008531576,"teacher_disagreement_score":0.5870463,"about_ca_system_score_codex":0.000011652413,"about_ca_system_score_gemma":0.0000028041713,"threshold_uncertainty_score":0.21311265},"labels":[],"label_agreement":null},{"id":"W2369203203","doi":"","title":"Stress Analysis on Hot Starting Procedure of Alumina Digestion Pipe System Based on ANSYS","year":2011,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"CAE (Canada)","funders":"","keywords":"Stress (linguistics); Structural engineering; Displacement (psychology); Engineering; Pipe; Moment (physics); Canalisation; Flexibility (engineering); Materials science; Mechanical engineering; Composite material; Piping; Mathematics","score_opus":0.0107315573798674,"score_gpt":0.17544133045379448,"score_spread":0.1647097730739271,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2369203203","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.888337,0.00001593839,0.099659115,0.000003744418,0.00016153186,0.00014163669,0.000019669418,0.00050176826,0.011159559],"genre_scores_gemma":[0.9986633,0.0000010319799,0.0012173386,0.0000058821115,0.00001767984,0.000014498656,0.000012031124,0.000026031048,0.000042212632],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993113,0.0000072343128,0.00020169381,0.00014704956,0.00015478661,0.00017790325],"domain_scores_gemma":[0.999626,0.000024280176,0.00003831466,0.00022423202,0.0000347406,0.00005248003],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000119141245,0.00013534576,0.00020159323,0.00028997066,0.000021132299,0.000008894472,0.00008606328,0.000060172715,0.000032181306],"category_scores_gemma":[0.000017129483,0.0001235977,0.00007662451,0.00037678456,0.0000036260844,0.000034708977,0.0000072470048,0.00008659978,0.000006642657],"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":[0.000023390288,0.00005639119,0.0014609328,0.00063588336,0.00017813318,0.0000068699046,0.00038316075,0.98653716,0.007817581,0.0021113742,0.00003684438,0.0007522774],"study_design_scores_gemma":[0.0001277608,0.000109071865,0.0037935462,0.00021452083,0.00010945979,2.3613312e-7,0.00025987453,0.8763738,0.118857116,0.0000035820383,0.000007205813,0.00014378644],"about_ca_topic_score_codex":0.00003807739,"about_ca_topic_score_gemma":0.000020334615,"teacher_disagreement_score":0.111039534,"about_ca_system_score_codex":0.00004579603,"about_ca_system_score_gemma":0.0000067913447,"threshold_uncertainty_score":0.5040168},"labels":[],"label_agreement":null},{"id":"W2369256994","doi":"","title":"DISCUSSION ON THREE CHARACTERISTIC FOCAL DEPTHS OF MINING-INDUCED SEISMICITY","year":2007,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Roof; Induced seismicity; Geology; Microseism; Hypocenter; Coal mining; Seismology; Upper and lower bounds; Geotechnical engineering; Mining engineering; Coal; Structural engineering; Engineering","score_opus":0.0072805891201454965,"score_gpt":0.20106405768907626,"score_spread":0.19378346856893075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2369256994","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5985703,0.00016662227,0.40032506,0.000013364808,0.00082031876,0.00004220296,0.0000027122076,0.000042099215,0.000017305068],"genre_scores_gemma":[0.99797875,0.00007546309,0.0016381012,0.000010304075,0.00022784341,0.000001102286,0.000001492366,0.00006229287,0.0000046338387],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99873817,0.0000038794797,0.0005719613,0.0001209014,0.00025249392,0.00031261196],"domain_scores_gemma":[0.99934155,0.00009314164,0.00013460722,0.00015544465,0.00007735712,0.00019789381],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047677467,0.00028284933,0.0004595352,0.00035572608,0.000036314483,0.000020246413,0.00016871677,0.00013059078,0.0000056408485],"category_scores_gemma":[0.00012008318,0.00019383899,0.00012591855,0.00020058553,0.000001317022,0.00011808575,0.00004861885,0.00036333918,0.0000012165226],"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":[0.00006945626,0.00006042364,0.00021558983,0.00046302695,0.00018707443,0.00009143208,0.00068277254,0.63850534,0.3456412,0.0012298654,0.00004206273,0.012811727],"study_design_scores_gemma":[0.000628714,0.00037592073,0.0024949636,0.00050146657,0.000043358083,0.00018315447,0.000082015955,0.985506,0.009297017,0.0003028058,0.0002500895,0.00033451035],"about_ca_topic_score_codex":0.0000014861441,"about_ca_topic_score_gemma":0.000002485347,"teacher_disagreement_score":0.39940846,"about_ca_system_score_codex":0.000055283774,"about_ca_system_score_gemma":0.000013632788,"threshold_uncertainty_score":0.7904525},"labels":[],"label_agreement":null},{"id":"W2369728586","doi":"","title":"THE STATUS,PROBLEMS AND RESPONSES OF ECOLOGICAL FOR COAL EXPLOITATION IN CHINA","year":2006,"lang":"en","type":"article","venue":"Energy Environmental Protection","topic":"Geomechanics and Mining 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":"Land reclamation; China; Business; Government (linguistics); Compensation (psychology); Coal; Coal mining; Natural resource economics; Joint (building); Environmental protection; Ecology; Environmental resource management; Environmental science; Geography; Civil engineering; Economics; Engineering","score_opus":0.006388589793424638,"score_gpt":0.15976814413729526,"score_spread":0.15337955434387063,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2369728586","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94072056,0.00024107443,0.05870046,0.000010971076,0.00007906103,0.00013876936,0.0000053117233,0.000028572587,0.000075202785],"genre_scores_gemma":[0.9993024,0.00014734427,0.00026190322,8.5356953e-7,0.00001692411,0.00017028229,0.000006917366,0.000010328632,0.00008306321],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996583,0.000009302685,0.00010508661,0.00006563718,0.000042628508,0.0001190745],"domain_scores_gemma":[0.9999048,0.000026134257,0.000016820972,0.000039374336,7.811169e-7,0.000012074177],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000078955374,0.000053695006,0.000048949107,0.00003392004,0.000039081377,0.000006843335,0.000018325985,0.000037045404,0.0000023250318],"category_scores_gemma":[0.0000067758688,0.000045203396,0.000013346683,0.000024092487,0.000013565211,0.0000379655,0.000008780088,0.000038744827,2.0792992e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004224148,0.000037729395,0.00039241865,0.000026784934,0.000008234657,4.029121e-7,0.00009637773,0.69254863,0.28784525,0.00126997,0.000017062508,0.017714908],"study_design_scores_gemma":[0.001192886,0.0005115059,0.21050493,0.000032350632,0.000009581087,0.000007966465,0.0002609981,0.64772207,0.11328567,0.0069413506,0.019230794,0.00029991343],"about_ca_topic_score_codex":0.00007542993,"about_ca_topic_score_gemma":0.00006988079,"teacher_disagreement_score":0.21011253,"about_ca_system_score_codex":0.00005751856,"about_ca_system_score_gemma":0.0000010841763,"threshold_uncertainty_score":0.1843341},"labels":[],"label_agreement":null},{"id":"W2372063004","doi":"","title":"Effect of hydrogeological condition due to geothermal development in the Yanqing District of Beijing","year":2007,"lang":"en","type":"article","venue":"Shuiwen dizhi gongcheng dizhi","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CAE (Canada)","funders":"","keywords":"Geothermal gradient; Beijing; Hydrogeology; Structural basin; Geology; Subsidence; Mining engineering; Geothermal energy; Geothermal exploration; Geothermal heating; Environmental science; Earth science; China; Geography; Geomorphology; Geotechnical engineering; Archaeology; Paleontology","score_opus":0.004912090558776534,"score_gpt":0.21493634695212024,"score_spread":0.2100242563933437,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2372063004","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9781914,0.00015352477,0.019898467,0.000012169758,0.00017787295,0.00029569762,0.0000051905126,0.00008561071,0.0011800956],"genre_scores_gemma":[0.99903023,0.0000035369949,0.00082380034,0.000012914464,0.000044024164,0.000031503434,0.00001626446,0.000029447474,0.0000082679235],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986612,0.000041115716,0.00046688435,0.00017505446,0.00025137138,0.00040438081],"domain_scores_gemma":[0.99925816,0.00037576657,0.000059973503,0.00021357472,0.000025769694,0.00006677449],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015675543,0.00020628389,0.0003365739,0.00020924892,0.000034835528,0.000012386935,0.00027755284,0.000109627625,0.000019423876],"category_scores_gemma":[0.00013398193,0.00016097781,0.00007433705,0.0004119683,0.00002086436,0.0000607384,0.000058121313,0.00020918941,0.000008703831],"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":[0.0002590647,0.0002971602,0.02089091,0.0021789013,0.00036903212,0.0003315899,0.013019307,0.3287029,0.34761676,0.0065707555,0.00020004228,0.27956358],"study_design_scores_gemma":[0.0018202543,0.0006686717,0.11597841,0.0006659999,0.000079243415,0.00005801121,0.0005295857,0.024697512,0.8516804,0.000104783074,0.0028239784,0.00089312356],"about_ca_topic_score_codex":0.000017102793,"about_ca_topic_score_gemma":0.000030020625,"teacher_disagreement_score":0.50406367,"about_ca_system_score_codex":0.00007320702,"about_ca_system_score_gemma":0.000011792024,"threshold_uncertainty_score":0.6564485},"labels":[],"label_agreement":null},{"id":"W2372316163","doi":"","title":"COMPARISON OF ASSESSMENT GUIDELINES OF MINING PROPERTIES","year":2009,"lang":"en","type":"article","venue":"Resources and Industries","topic":"Geomechanics and Mining 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":"Guideline; China; Accounting; Business; Environmental resource management; Environmental planning; Geography; Political science; Environmental science; Law; Archaeology","score_opus":0.07115499670641323,"score_gpt":0.2958495760109484,"score_spread":0.22469457930453518,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2372316163","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99613684,0.0021919436,0.0004602629,0.00008698912,0.000040145107,0.00003535754,0.0000024084366,0.00004349107,0.0010025597],"genre_scores_gemma":[0.9985791,0.0000696874,0.0012560831,0.000007283291,0.00002745641,0.0000012025287,9.2704283e-7,0.0000065596228,0.00005171865],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995204,0.0000034278623,0.00024559067,0.0000535367,0.00008658467,0.00009043077],"domain_scores_gemma":[0.9998109,0.000011842211,0.00003788735,0.00007040125,0.000045324206,0.00002364708],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000800313,0.000073436255,0.00019285954,0.000057334808,0.000018053608,0.000010783227,0.000051289968,0.00007576647,0.000004516385],"category_scores_gemma":[0.000025830874,0.000061396604,0.000015516394,0.00008152344,0.00001710172,0.000027597818,0.00001336393,0.00009253149,8.046739e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025309957,0.00009183876,0.03013197,0.0007252397,0.00019878599,0.0000025159754,0.013921854,0.3043158,0.2267708,0.003179166,0.015880486,0.40475622],"study_design_scores_gemma":[0.0007483611,0.00092458015,0.02136939,0.001433679,0.000080288715,0.000008385567,0.016500426,0.4146337,0.4485104,0.000084455154,0.095080994,0.00062534754],"about_ca_topic_score_codex":0.00000662775,"about_ca_topic_score_gemma":7.464889e-7,"teacher_disagreement_score":0.40413088,"about_ca_system_score_codex":0.000005196905,"about_ca_system_score_gemma":0.000007475862,"threshold_uncertainty_score":0.2503681},"labels":[],"label_agreement":null},{"id":"W2372535576","doi":"","title":"Research on the Composite Foundation Anti-deformation Performance and Optimal Thickness of Electricity Transmission Towers in Mining Subsidence Area","year":2012,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"Impact","funders":"","keywords":"Foundation (evidence); Deformation (meteorology); Tower; Transmission tower; Subsidence; Composite number; Structural engineering; Geotechnical engineering; Finite element method; Engineering; Transmission (telecommunications); Geology; Materials science; Composite material; Electrical engineering; Law","score_opus":0.036496611709610174,"score_gpt":0.2620016249756844,"score_spread":0.22550501326607425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2372535576","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97493345,0.00008859239,0.023952616,0.00002977891,0.000052929878,0.000099979574,1.885091e-7,0.00004675666,0.0007956894],"genre_scores_gemma":[0.99890727,0.00019628095,0.0008528879,0.000004273141,0.0000100906345,0.000007848581,0.0000015868992,0.000010537894,0.000009198532],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99939233,0.000019304242,0.00013765178,0.000058585025,0.00017395381,0.00021819193],"domain_scores_gemma":[0.9997272,0.00011646605,0.0000138339565,0.000078990524,0.00003254714,0.000030966028],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008835639,0.00006697225,0.00008003399,0.00016741514,0.000056044035,0.0000174134,0.00006742808,0.00004341817,0.0000114207005],"category_scores_gemma":[0.0000119872275,0.00004939997,0.000010361508,0.00030072374,0.000011946953,0.00025791136,0.000011969056,0.00017858225,0.0000025672557],"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":[0.0000455489,0.00006089982,0.012105292,0.00041007673,0.000020699576,6.900295e-7,0.0078371,0.6514817,0.2395932,0.00372781,0.00007263983,0.08464437],"study_design_scores_gemma":[0.000113454655,0.000043858145,0.02526908,0.00013378996,0.000002179015,0.000004445723,0.00039847416,0.9182999,0.05554518,0.0000060165394,0.00010502239,0.00007856383],"about_ca_topic_score_codex":0.00001745654,"about_ca_topic_score_gemma":0.0000014897272,"teacher_disagreement_score":0.26681826,"about_ca_system_score_codex":0.000036215195,"about_ca_system_score_gemma":0.000006003871,"threshold_uncertainty_score":0.20144723},"labels":[],"label_agreement":null},{"id":"W2374618837","doi":"","title":"Discussion on several foundation treatment schemes","year":2011,"lang":"en","type":"article","venue":"Shanxi Architecture","topic":"Geomechanics and Mining 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":"Foundation (evidence); Scheme (mathematics); Construction engineering; Quarter (Canadian coin); Engineering; Civil engineering; Forensic engineering; Computer science; Geography; Mathematics; Archaeology","score_opus":0.017001317649639084,"score_gpt":0.19374827407365888,"score_spread":0.1767469564240198,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2374618837","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81282353,0.00010650649,0.15667565,0.00015455954,0.0014865802,0.0004084887,0.00001955917,0.0014375558,0.026887568],"genre_scores_gemma":[0.99518514,0.000013273501,0.0041829594,0.00001833857,0.00009569366,0.000024497205,0.00002080561,0.00003464948,0.0004246605],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995228,0.000004980072,0.00008105205,0.00012744268,0.000077391975,0.00018635542],"domain_scores_gemma":[0.999756,0.0000063549596,0.000009507254,0.0001660344,0.000006109773,0.000056003137],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000024599849,0.00014808646,0.0000938369,0.00008636492,0.00003831187,0.000012573042,0.000067579545,0.000051287854,0.00014448853],"category_scores_gemma":[0.0000047301287,0.00009271176,0.000048882393,0.00007207641,0.0000050570425,0.000029680437,0.000012668095,0.000099055454,0.000073631905],"study_design_candidate":"design_other","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":[0.00005748078,0.00012302677,0.00009594111,0.00010159712,0.0001647623,0.000041318573,0.008806654,0.17834401,0.027668975,0.0044405237,0.00040946537,0.77974623],"study_design_scores_gemma":[0.0034195094,0.0022665537,0.008566053,0.0005260926,0.00013377969,0.00009854137,0.00037428003,0.28782347,0.23269974,0.017629448,0.443926,0.0025365106],"about_ca_topic_score_codex":0.0000050445205,"about_ca_topic_score_gemma":0.000009822432,"teacher_disagreement_score":0.77720976,"about_ca_system_score_codex":0.000050961215,"about_ca_system_score_gemma":0.000005515505,"threshold_uncertainty_score":0.37806758},"labels":[],"label_agreement":null},{"id":"W2374945912","doi":"","title":"Study on Stability Simulation of Coal Gangue Filling Highway Subgrade","year":2011,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"CAE (Canada)","funders":"","keywords":"Subgrade; Settlement (finance); Geotechnical engineering; Engineering; Deformation (meteorology); Computer simulation; Damages; Highway engineering; Civil engineering; Geology; Computer science; Simulation; Law","score_opus":0.056246135931607356,"score_gpt":0.22854579265006744,"score_spread":0.1722996567184601,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2374945912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9406041,0.000008610474,0.055801056,7.010352e-7,0.00020259527,0.00013224634,0.0000032747741,0.00023481193,0.0030126364],"genre_scores_gemma":[0.99942213,7.274626e-7,0.0005193868,0.0000018368895,0.000015473513,0.000005401051,0.0000018332104,0.00001846781,0.000014765668],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99953425,0.0000063133043,0.00015629704,0.000095106465,0.0000923456,0.0001156979],"domain_scores_gemma":[0.99971646,0.00004079792,0.000013697724,0.0001774723,0.000020386486,0.000031190448],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011883661,0.00008603937,0.00011132124,0.00005611177,0.000012242154,0.0000036907577,0.00006129929,0.000033048116,0.00009309882],"category_scores_gemma":[0.000015694937,0.000080426,0.00002732596,0.00006984277,0.0000034542984,0.000036219604,0.000011780752,0.000067846464,0.000008012417],"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":[0.0000070515794,0.00013958849,0.0022604247,0.000037657024,0.00003457425,0.0000031453003,0.0031936397,0.9885472,0.0049733766,0.00044525933,0.000015008349,0.00034307197],"study_design_scores_gemma":[0.00048616045,0.00034053595,0.03014578,0.00002443198,0.000021028072,4.7281299e-7,0.0014856256,0.8234248,0.14359264,0.00013151621,0.00007868303,0.0002683097],"about_ca_topic_score_codex":0.000026074455,"about_ca_topic_score_gemma":0.00001308814,"teacher_disagreement_score":0.16512239,"about_ca_system_score_codex":0.000017584329,"about_ca_system_score_gemma":0.0000026026867,"threshold_uncertainty_score":0.3279677},"labels":[],"label_agreement":null},{"id":"W2375828646","doi":"","title":"Theoretic Analysis and Experiment Study of a New Combined Slab","year":2002,"lang":"en","type":"article","venue":"Journal of Henan University","topic":"Geomechanics and Mining Engineering","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":"CAE (Canada)","funders":"","keywords":"Slab; Deflection (physics); Structural engineering; Curve fitting; Mathematics; Engineering; Statistics; Physics; Classical mechanics","score_opus":0.008000950089546545,"score_gpt":0.16300157644940014,"score_spread":0.1550006263598536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2375828646","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.993594,0.00017104391,0.005871677,0.000009932566,0.000054315096,0.000029058197,5.624402e-7,0.000010074035,0.00025932066],"genre_scores_gemma":[0.99929214,0.00007827956,0.0005057704,9.308041e-7,0.000008599248,1.3800121e-8,7.0436776e-8,0.000004071117,0.00011011281],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99969643,0.000008726952,0.00010429337,0.000037328806,0.00008880763,0.00006438376],"domain_scores_gemma":[0.999779,0.000013323843,0.000046137444,0.000069748676,0.000026898655,0.00006490891],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000061895975,0.000052243297,0.00016886128,0.00024043105,0.000016152537,0.000004741385,0.0000761879,0.000017382048,0.000048744347],"category_scores_gemma":[0.0000040589557,0.000049584476,0.000051154293,0.00022340336,0.000005647888,0.000048175545,0.00001997192,0.00006755673,3.5200966e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005008165,0.0030907937,0.046676632,0.00040482605,0.02073086,0.0017719351,0.17521971,0.61386764,0.08439719,0.011645595,0.007835619,0.033858374],"study_design_scores_gemma":[0.032709666,0.011011401,0.103264615,0.00036987034,0.009811941,0.00019091407,0.09101979,0.70659244,0.033513196,0.0010709381,0.008448967,0.0019962625],"about_ca_topic_score_codex":0.000015473403,"about_ca_topic_score_gemma":0.000005899612,"teacher_disagreement_score":0.0927248,"about_ca_system_score_codex":0.000028392193,"about_ca_system_score_gemma":0.0000031614413,"threshold_uncertainty_score":0.20219962},"labels":[],"label_agreement":null},{"id":"W2375856522","doi":"","title":"The performance and applied effect of towed bird helicopter frequency domain electromagnetic system","year":2008,"lang":"en","type":"article","venue":"Progress in geophysics","topic":"Geomechanics and Mining 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":"Terrain; Engineering; Frequency domain; Geology; Remote sensing; Environmental science; Computer science; Geography; Cartography","score_opus":0.002408184066383139,"score_gpt":0.16131704355729706,"score_spread":0.15890885949091393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2375856522","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99733585,0.0016053396,0.00011305779,0.0000025366637,0.00012402133,0.0002158207,7.632607e-7,0.00016779927,0.00043478401],"genre_scores_gemma":[0.9987962,0.00015142877,0.00085502886,8.7375736e-7,0.000033184548,0.0001246381,8.1368836e-7,0.000033853114,0.000003952835],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99937505,0.000009261004,0.00015862327,0.0001046432,0.000108186825,0.0002442181],"domain_scores_gemma":[0.99972004,0.000048269892,0.000025221341,0.00016810384,0.0000115219755,0.00002684727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012345413,0.00013264005,0.00017746013,0.00003970806,0.00005428194,0.000011502522,0.000110583154,0.000042600477,3.579938e-7],"category_scores_gemma":[0.0000018734448,0.000100669065,0.00002236448,0.00016006755,0.000039977836,0.00003311897,0.000025289522,0.00012617928,0.000004120171],"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":[0.0003153377,0.00020924036,0.123219736,0.018284451,0.00061139977,0.00013637324,0.009413272,0.015995443,0.27405486,0.0771958,0.00014676791,0.48041734],"study_design_scores_gemma":[0.00974042,0.0046768794,0.22784,0.0021723127,0.0001919588,0.0003537129,0.00045247175,0.40200272,0.3462089,0.0021343848,0.0007684145,0.0034578263],"about_ca_topic_score_codex":0.0000026907292,"about_ca_topic_score_gemma":0.0000012350171,"teacher_disagreement_score":0.4769595,"about_ca_system_score_codex":0.000026294103,"about_ca_system_score_gemma":0.0000055768273,"threshold_uncertainty_score":0.41051653},"labels":[],"label_agreement":null},{"id":"W2376005264","doi":"","title":"CANADIAN ONTARIO'S APPROACHES TO ECONOMIC CRISIS IN MINING SECTOR AND ITS REFERENCE","year":2011,"lang":"en","type":"article","venue":"Resources and Industries","topic":"Geomechanics and Mining 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":"Position (finance); Business; Mining industry; Work (physics); China; Economic sector; Government (linguistics); Economic recovery; Stock (firearms); Investment (military); Economic impact analysis; Natural resource economics; Economy; Economics; Finance; Mining engineering; Geography; Political science; Engineering; Politics","score_opus":0.10889327715062248,"score_gpt":0.1704443403988796,"score_spread":0.06155106324825711,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2376005264","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99479663,0.00033017813,0.0000068859194,0.000044919263,0.000046825473,0.00005387898,0.000008792542,0.000029296849,0.004682586],"genre_scores_gemma":[0.9995562,0.000023929208,0.00016713302,0.000014622892,0.000019010944,0.000009980546,0.000001483255,0.000013367767,0.00019429991],"study_design_codex":"qualitative","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995574,0.0000029304533,0.00009240567,0.00012294004,0.000023380986,0.00020099532],"domain_scores_gemma":[0.9997684,0.000007891057,0.000007223066,0.000060783565,0.0000030012209,0.00015271989],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006089676,0.00009484513,0.00010875424,0.00015486963,0.00003162976,0.000035448546,0.000053333686,0.00008935525,0.000059882652],"category_scores_gemma":[0.0000047737913,0.000099519704,0.000005398327,0.00005421736,0.000004131724,0.0000601718,0.000024214154,0.00012251426,0.000002870317],"study_design_candidate":"not_applicable","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":[0.00008595467,0.00004816964,0.33520764,0.000596656,0.0004154176,0.00014729613,0.47166002,0.058595218,0.00088021805,0.019867161,0.013877406,0.09861886],"study_design_scores_gemma":[0.0012520994,0.0004925499,0.28051734,0.00053887354,0.00006418919,0.00007461723,0.035841074,0.051237267,0.009713652,0.00028740912,0.6174701,0.0025108103],"about_ca_topic_score_codex":0.19244859,"about_ca_topic_score_gemma":0.62159026,"teacher_disagreement_score":0.6035927,"about_ca_system_score_codex":0.00009714341,"about_ca_system_score_gemma":0.000029873485,"threshold_uncertainty_score":0.812929},"labels":[],"label_agreement":null},{"id":"W2376922412","doi":"","title":"MINING ENVIRONMENTAL PROTECTION IN CANADA","year":2003,"lang":"en","type":"article","venue":"Resources and Industries","topic":"Geomechanics and Mining 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":"Mining industry; Business; Key (lock); Carry (investment); Subject (documents); Environmental planning; Risk analysis (engineering); Environmental resource management; Computer science; Computer security; Finance; Mining engineering; Engineering; Environmental science","score_opus":0.007716793942449957,"score_gpt":0.13591228896905838,"score_spread":0.12819549502660843,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2376922412","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983102,0.00046652963,0.000096991374,0.0000087438175,0.000065798384,0.000039018225,0.0000017914025,0.00001937143,0.0009915272],"genre_scores_gemma":[0.99982935,0.00003704518,0.00003271838,0.0000045141237,0.000010672254,0.0000070310366,6.626324e-7,0.000008661637,0.000069330956],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.999716,0.0000038909175,0.000065254135,0.00005565524,0.000046325193,0.00011289415],"domain_scores_gemma":[0.9999232,0.000006288329,0.00000585375,0.000035827845,8.0321047e-7,0.00002799144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003366406,0.000056529003,0.000055596243,0.00003122473,0.000020921967,0.00001138691,0.000017447455,0.0000325313,0.000017763397],"category_scores_gemma":[0.0000074545665,0.000058563717,0.000003766579,0.00005370294,0.0000042907486,0.000027277247,0.000005268414,0.000088670575,3.8963574e-7],"study_design_candidate":"not_applicable","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":[0.000015611799,0.000037883427,0.16368759,0.00027327728,0.00012387973,0.000110357076,0.0070618433,0.4787414,0.022938278,0.0012233438,0.0036114694,0.32217506],"study_design_scores_gemma":[0.00072793616,0.000067773384,0.023327757,0.00013879567,0.000010103432,0.00005892553,0.012129157,0.06875134,0.031835712,0.000044343833,0.8622536,0.0006545651],"about_ca_topic_score_codex":0.03457823,"about_ca_topic_score_gemma":0.053000633,"teacher_disagreement_score":0.8586421,"about_ca_system_score_codex":0.00007884853,"about_ca_system_score_gemma":0.000017499839,"threshold_uncertainty_score":0.9718506},"labels":[],"label_agreement":null},{"id":"W2377138715","doi":"","title":"Study on Carboniferous Volcanic Facies of Niuquanhu-Mabei Region","year":2012,"lang":"en","type":"article","venue":"Science Technology and Engineering","topic":"Geomechanics and Mining Engineering","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":"Science North","funders":"","keywords":"Facies; Geology; Breccia; Lava; Carboniferous; Lithology; Volcano; Pyroclastic rock; Petrology; Volcanic plateau; Volcanic cone; Geochemistry; Sedimentary rock; Volcanic rock; Impact crater; Geomorphology","score_opus":0.012407878403576086,"score_gpt":0.20553380094874021,"score_spread":0.19312592254516414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2377138715","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9929302,0.00051026035,0.005024136,0.000015057943,0.00051231496,0.00010699998,7.684379e-7,0.0005575211,0.00034279362],"genre_scores_gemma":[0.9994576,0.000023358096,0.00044535688,0.000002001445,0.000021714617,0.000017353403,1.7353258e-7,0.00001917234,0.000013286119],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99913883,0.0000017413889,0.00014575841,0.00015087893,0.00013798208,0.0004247916],"domain_scores_gemma":[0.99962366,0.00001690041,0.000016966365,0.0002480683,0.00002107041,0.00007334586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023947054,0.000145973,0.0001688647,0.0010354841,0.000059604707,0.000011193271,0.0002067854,0.00008608163,9.5210214e-7],"category_scores_gemma":[0.00006068531,0.00014377397,0.00001700448,0.0011983461,0.00008711331,0.00015324762,0.00006839613,0.00020021868,0.000003357024],"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":[0.000007767369,0.00023320128,0.03147453,0.00025656383,0.00012455037,0.000033697423,0.00512923,0.198392,0.6626133,0.08939604,0.00005219664,0.012286929],"study_design_scores_gemma":[0.0023716714,0.0023626124,0.12204065,0.0006329383,0.00017040408,0.00062328426,0.014020002,0.2314357,0.61785686,0.0011151594,0.0042048846,0.0031658509],"about_ca_topic_score_codex":0.0000018947628,"about_ca_topic_score_gemma":6.925592e-7,"teacher_disagreement_score":0.09056611,"about_ca_system_score_codex":0.000039866976,"about_ca_system_score_gemma":0.000007909062,"threshold_uncertainty_score":0.5862932},"labels":[],"label_agreement":null},{"id":"W2377290923","doi":"","title":"The application of plastering anhydrite in indoors plastering construction in winter","year":2004,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"CAE (Canada)","funders":"","keywords":"Anhydrite; Mortar; Base (topology); Engineering; Geology; Gypsum; Mathematics","score_opus":0.003413729947817426,"score_gpt":0.17144623048321736,"score_spread":0.16803250053539992,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2377290923","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91702527,0.0000369883,0.081799224,0.000009956736,0.00018780235,0.00008645808,5.940619e-7,0.000057472585,0.00079623144],"genre_scores_gemma":[0.99798304,0.000020887692,0.0019411611,0.0000020151233,0.000012273721,0.000020632799,8.7952776e-7,0.000014202405,0.0000048837364],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99950343,0.0000025026586,0.00021366186,0.00007935544,0.00005557416,0.00014547347],"domain_scores_gemma":[0.9998412,0.000021008358,0.000016847005,0.0000983364,0.000006815042,0.000015792015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009038427,0.00007487368,0.00008824928,0.0001229668,0.000010900701,0.000012193306,0.00007179469,0.0000398256,0.0000015742459],"category_scores_gemma":[0.000006756546,0.00006676404,0.000014441104,0.00016560806,0.000009795941,0.000073217125,0.000023514835,0.00010407323,0.0000031725504],"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":[0.0000057529714,0.000005866687,0.0014016691,0.000060518272,0.000006133103,0.0000014803021,0.0003890186,0.9219209,0.05658935,0.0025931268,7.7245755e-7,0.01702542],"study_design_scores_gemma":[0.0025820164,0.000076150725,0.015538399,0.00063873106,0.0000063520856,0.00005200736,0.0019006071,0.7936912,0.18168825,0.0018951717,0.0013738675,0.00055725896],"about_ca_topic_score_codex":0.00004408431,"about_ca_topic_score_gemma":0.00053296424,"teacher_disagreement_score":0.1282297,"about_ca_system_score_codex":0.000060684295,"about_ca_system_score_gemma":0.0000042819615,"threshold_uncertainty_score":0.27225587},"labels":[],"label_agreement":null},{"id":"W2377402859","doi":"","title":"DICUSSION OF THE CONSTRUCTION TECHNICAL MEASURE FOR THE PERCUSSION BORING INJECTION PILE IN KARST REGION","year":2002,"lang":"en","type":"article","venue":"Journal of Geological Hazards and Environment Preservation","topic":"Geomechanics and Mining Engineering","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":"Discovery Air (Canada)","funders":"","keywords":"Karst; Pile; Percussion; Drilling; Foundation (evidence); Geology; Geotechnical engineering; Engineering; Mining engineering; Geography; Archaeology; Mechanical engineering; Paleontology","score_opus":0.019564560245028017,"score_gpt":0.18066326349003325,"score_spread":0.16109870324500525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2377402859","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9188068,0.0006608529,0.07917892,0.0008190714,0.00025962506,0.00019333337,9.385577e-7,0.000012118381,0.000068353045],"genre_scores_gemma":[0.99816585,0.0009766483,0.0007558585,0.0000071617965,0.000058685917,0.000008953591,4.1916033e-7,0.0000058574706,0.000020554295],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993958,0.000020045956,0.00026977813,0.00006339606,0.00016166418,0.00008932466],"domain_scores_gemma":[0.99972504,0.000053253934,0.000097555625,0.00008742357,0.000015714668,0.000020998734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031929553,0.00006952465,0.00011205599,0.00004266731,0.000058444217,0.000008966484,0.00008644542,0.00009171983,0.000011625675],"category_scores_gemma":[0.00007869137,0.00003576747,0.000054432647,0.00006923644,0.0000319803,0.0001344792,0.000035142166,0.00019131746,1.4049202e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006554757,0.00009949775,0.022613525,0.00010149906,0.00003204521,0.0000022108584,0.0003360599,0.8123434,0.061585706,0.00097491435,0.0006832374,0.101162314],"study_design_scores_gemma":[0.0010417884,0.00052277994,0.34898272,0.00029713524,0.00006304949,0.00015814458,0.00022768145,0.63787246,0.0024022968,0.0022790837,0.005977663,0.00017517792],"about_ca_topic_score_codex":0.000002989233,"about_ca_topic_score_gemma":0.000002207438,"teacher_disagreement_score":0.3263692,"about_ca_system_score_codex":0.000050847913,"about_ca_system_score_gemma":0.0000021269868,"threshold_uncertainty_score":0.14585552},"labels":[],"label_agreement":null},{"id":"W2377798571","doi":"","title":"Working progress and review of geological prospecting for Baiyin mine field","year":2003,"lang":"en","type":"article","venue":"Nonferrous Mines","topic":"Geomechanics and Mining 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":"Prospecting; Mining engineering; Geology; Drill; Plan (archaeology); Geophysical prospecting; Engineering; Geophysics; Paleontology; Mechanical engineering","score_opus":0.018443617592100767,"score_gpt":0.2352002966220279,"score_spread":0.21675667902992712,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2377798571","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78363204,0.16351713,0.041688904,0.0003403811,0.0014179914,0.0015573765,0.00000561048,0.0005365173,0.0073040533],"genre_scores_gemma":[0.9762057,0.0014516469,0.022002013,0.00003917343,0.000054332966,0.00009055498,0.0000027930198,0.000023282506,0.0001304717],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99944925,0.000005019242,0.00018813368,0.00011797091,0.000058521244,0.00018112149],"domain_scores_gemma":[0.99972,0.00007815889,0.000028673034,0.000100413126,0.00003936984,0.00003343649],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017723998,0.00011153185,0.00022266073,0.00003656917,0.000022194026,0.00000881486,0.000052580624,0.00005713335,0.000015258818],"category_scores_gemma":[0.0002003578,0.00009886733,0.00003934401,0.00008910083,0.000009023018,0.000022772423,0.0000132256955,0.00005502027,3.7507795e-7],"study_design_candidate":"design_other","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":[0.0000964428,0.00056108454,0.081431516,0.14397937,0.0008311861,0.00011313443,0.0026939516,0.008746219,0.056230836,0.091008745,0.019516468,0.59479105],"study_design_scores_gemma":[0.0057775863,0.002561872,0.0024897591,0.057333834,0.00070622686,0.0007916094,0.0007785973,0.2515313,0.17916937,0.005039676,0.48924592,0.0045742714],"about_ca_topic_score_codex":0.0000013680531,"about_ca_topic_score_gemma":0.0000068222994,"teacher_disagreement_score":0.59021676,"about_ca_system_score_codex":0.000007695184,"about_ca_system_score_gemma":0.0000055383266,"threshold_uncertainty_score":0.40316927},"labels":[],"label_agreement":null},{"id":"W2378307192","doi":"","title":"3D Parallel Numerical Simulation for Near-fault Endangered Field","year":2010,"lang":"en","type":"article","venue":"Jisuanji gongcheng","topic":"Geomechanics and Mining 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":"Computer science; Conjugate gradient method; Finite element method; Speedup; Parallel computing; Fault (geology); Field (mathematics); Matrix (chemical analysis); Computational science; Basis (linear algebra); Sparse matrix; Algorithm; Geometry; Mathematics; Physics; Geology","score_opus":0.011241157835139253,"score_gpt":0.24385307980554738,"score_spread":0.23261192197040811,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2378307192","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24398296,0.00007662905,0.75204736,0.000074768745,0.0017909729,0.00031453752,0.0000106931075,0.00063743023,0.0010646817],"genre_scores_gemma":[0.9657166,0.0000029383361,0.033674657,0.00006343965,0.0003113582,0.00006306268,0.000022215572,0.000053908912,0.00009180952],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99926573,0.0000025772233,0.0001825972,0.00016036692,0.00009658976,0.00029213462],"domain_scores_gemma":[0.99947524,0.0001770357,0.000022401357,0.00021067186,0.000042025164,0.00007260227],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010619456,0.00015318958,0.00015654377,0.000049914568,0.000065452296,0.000060667615,0.00011955802,0.00016121253,0.000072138486],"category_scores_gemma":[0.00015466227,0.00016200151,0.000082686194,0.0000996934,0.0000060434545,0.000102527454,0.000021391766,0.00026488854,0.000036431928],"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":[0.000022213295,0.000023152304,0.00013088385,0.00010242137,0.000046594865,0.0000033664721,0.00033459903,0.94018084,0.029796962,0.0016032922,0.0010653087,0.026690373],"study_design_scores_gemma":[0.00046105136,0.0000306957,0.000254508,0.000007226144,0.000013971409,0.0000023229934,0.000011194526,0.9495589,0.0024942309,0.00019478961,0.046766102,0.00020497311],"about_ca_topic_score_codex":0.000009313887,"about_ca_topic_score_gemma":0.0000092688615,"teacher_disagreement_score":0.7217336,"about_ca_system_score_codex":0.000018022169,"about_ca_system_score_gemma":0.000010046198,"threshold_uncertainty_score":0.660623},"labels":[],"label_agreement":null},{"id":"W2379679113","doi":"","title":"INTRODUCTION ON REPORTING CODE OF CANADA'S MINING LISTING INDUSTRY OF LAND AND RESOURCES","year":2004,"lang":"en","type":"article","venue":"Resources and Industries","topic":"Geomechanics and Mining 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":"Listing (finance); Disk formatting; Business; Accounting; China; Function (biology); Publication; Finance; Computer science; Advertising; Political science; Law","score_opus":0.01177021184841223,"score_gpt":0.187244346854844,"score_spread":0.17547413500643178,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2379679113","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985519,0.00046852854,0.00003381892,0.00017791695,0.00008521718,0.00003745772,0.000010274484,0.000035383895,0.00059948175],"genre_scores_gemma":[0.99952346,0.000027096625,0.00018441667,0.0000052135756,0.00016567456,0.00000161201,0.0000019422569,0.000015978543,0.00007460658],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99920374,0.0000050836525,0.00038651636,0.0001237163,0.00012612705,0.00015481997],"domain_scores_gemma":[0.99958134,0.000040600575,0.00019724856,0.00009636904,0.00002954595,0.000054923323],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002105543,0.00010612139,0.00020906267,0.00007937718,0.000063124666,0.000018022612,0.00004011558,0.0001393795,0.0000038704807],"category_scores_gemma":[0.00030955483,0.0001024969,0.00001089946,0.00013314385,0.00003309631,0.000036120713,0.00002848536,0.0002505503,2.2327308e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000064210224,0.000038952167,0.090092234,0.0012384257,0.00026536876,0.000049134884,0.011220344,0.82606405,0.016883966,0.0011468,0.0031572827,0.049779233],"study_design_scores_gemma":[0.0041036215,0.0014280422,0.17960271,0.006008546,0.00026759735,0.00049669866,0.037955817,0.031285554,0.4516344,0.00041541117,0.2842909,0.0025106808],"about_ca_topic_score_codex":0.0066288016,"about_ca_topic_score_gemma":0.0024723813,"teacher_disagreement_score":0.79477847,"about_ca_system_score_codex":0.000025196548,"about_ca_system_score_gemma":0.000031900898,"threshold_uncertainty_score":0.9999862},"labels":[],"label_agreement":null},{"id":"W2380282560","doi":"","title":"Stability analysis of east slope in Baiyunebo Iron Mine","year":2010,"lang":"en","type":"article","venue":"Industrial Minerals and Processing","topic":"Geomechanics and Mining 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":"Landslide; Slope stability; Geotechnical engineering; Open-pit mining; Mining engineering; Slope stability analysis; Stability (learning theory); Geology; Safety factor; Mine safety; Engineering; Computer science; Coal mining","score_opus":0.03069875410430383,"score_gpt":0.22315902610166544,"score_spread":0.1924602719973616,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2380282560","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99828714,0.00019388806,0.00029203625,0.00004083381,0.00022138964,0.00007093133,0.000013314238,0.00004352852,0.0008369627],"genre_scores_gemma":[0.9992038,0.0000053391004,0.0006170019,0.000004384223,0.00010093597,0.0000065641334,0.0000099069275,0.000014620219,0.0000374622],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99927515,0.00000766541,0.0002932706,0.00014905003,0.00009097971,0.00018390882],"domain_scores_gemma":[0.99972355,0.000029456076,0.00003987709,0.00011695269,0.000030290197,0.000059856848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029336812,0.0001232425,0.0002990623,0.00024205403,0.000019750192,0.00003271778,0.00007180225,0.0001521586,0.00004980964],"category_scores_gemma":[0.00007223393,0.00011832187,0.00003952893,0.00067613024,0.000019162135,0.00009893804,0.00002134082,0.00028045342,2.8061302e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018641396,0.000045792174,0.0143383695,0.00019288507,0.0001008717,0.000004084141,0.0010374408,0.026276644,0.85822237,0.0001123229,0.00008898822,0.09956162],"study_design_scores_gemma":[0.0027812289,0.00011960026,0.019867769,0.00030745508,0.00062043854,0.000008163935,0.000565537,0.9225225,0.046807136,0.00016526255,0.0051699774,0.0010649319],"about_ca_topic_score_codex":0.00008800723,"about_ca_topic_score_gemma":0.0003750944,"teacher_disagreement_score":0.89624584,"about_ca_system_score_codex":0.000010773906,"about_ca_system_score_gemma":0.000018952482,"threshold_uncertainty_score":0.48250258},"labels":[],"label_agreement":null},{"id":"W2382596292","doi":"","title":"Enlightenment to China from foreign protection strategy for superior mineral resources","year":2011,"lang":"en","type":"article","venue":"China Mining Magazine","topic":"Geomechanics and Mining 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":"Publicity; Government (linguistics); Business; Legislation; Work (physics); China; Natural resource economics; Public administration; Law; Economics; Political science; Marketing; Engineering","score_opus":0.024887221401073103,"score_gpt":0.19846882380809833,"score_spread":0.17358160240702522,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2382596292","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93430316,0.00011435776,0.05760769,0.000023269922,0.0004279715,0.0005081444,0.00004838848,0.00042735852,0.0065396302],"genre_scores_gemma":[0.96144366,0.0000046372033,0.037259366,0.000013512189,0.00028645294,0.00027050785,0.000031305317,0.0000904584,0.00060011534],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99890906,0.00000860907,0.00026176893,0.00029579372,0.00012773632,0.00039704927],"domain_scores_gemma":[0.99953586,0.000013088432,0.000024670986,0.00026082242,0.000020941783,0.00014464132],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00014600117,0.00026907108,0.00024976121,0.00014101765,0.00008093284,0.00004705526,0.00018408023,0.00009712822,0.00010323679],"category_scores_gemma":[0.00003728067,0.00026269502,0.0000798022,0.00010482801,0.0000082990655,0.000103969534,0.000043265605,0.0001450892,0.000038178077],"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":[0.00035046303,0.00021034082,0.00036997424,0.00049225247,0.00041546507,0.00007040678,0.033239096,0.09166922,0.7069121,0.0023540284,0.007763537,0.15615314],"study_design_scores_gemma":[0.0035227349,0.0029199866,0.11960991,0.0006409067,0.00021062934,0.0000667488,0.001429897,0.707723,0.09214827,0.0026103025,0.066387095,0.0027304944],"about_ca_topic_score_codex":0.00008610388,"about_ca_topic_score_gemma":0.000026575759,"teacher_disagreement_score":0.6160538,"about_ca_system_score_codex":0.00005424996,"about_ca_system_score_gemma":0.0000074695868,"threshold_uncertainty_score":0.99998254},"labels":[],"label_agreement":null},{"id":"W2383582139","doi":"","title":"Progress and Applications of Thermal-Electric Model of Aluminum Reduction Cell","year":2002,"lang":"en","type":"article","venue":"Nonferrous Metals","topic":"Geomechanics and Mining 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":"Cathode; Anode; Reduction (mathematics); Thermal; Materials science; Quarter (Canadian coin); Aluminium; Nuclear engineering; Mechanical engineering; Computer science; Engineering; Electrical engineering; Metallurgy; Chemistry; Physics; Thermodynamics; Electrode; Mathematics; Geometry","score_opus":0.015251344093343708,"score_gpt":0.19443041292563384,"score_spread":0.17917906883229012,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2383582139","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91108394,0.004121627,0.07823936,0.000008258147,0.000072614625,0.00030675152,0.000009661775,0.00013068145,0.0060271034],"genre_scores_gemma":[0.9960731,0.0001679503,0.0034761876,8.6611817e-7,0.000020209429,0.000053105585,0.0000015826986,0.000021504302,0.00018546158],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995631,0.0000039024903,0.00016139634,0.00008528738,0.00007539882,0.000110889916],"domain_scores_gemma":[0.9997508,0.0000066798125,0.000037202895,0.00014371352,0.000033183103,0.000028422271],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000666711,0.00007944196,0.00014862648,0.000102322745,0.000012187166,0.0000044864814,0.0000608585,0.000046963596,0.000013441869],"category_scores_gemma":[0.0000021506978,0.0000811234,0.00003087584,0.00015022284,0.000010911928,0.000042135514,0.0000110538385,0.000055353157,0.000002489125],"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":[9.499987e-7,0.000052535896,0.0000068918634,0.00023393081,0.00003292813,1.8874098e-7,0.00034013067,0.19869217,0.7786257,0.00070293533,0.000044868953,0.021266753],"study_design_scores_gemma":[0.00010440173,0.000023284434,0.000016972619,0.000008777666,0.000031614705,0.0000037450359,0.000021855238,0.79299337,0.20646022,0.00010551432,0.00014771249,0.000082547274],"about_ca_topic_score_codex":0.000002240522,"about_ca_topic_score_gemma":1.9902033e-7,"teacher_disagreement_score":0.59430116,"about_ca_system_score_codex":0.000007694742,"about_ca_system_score_gemma":0.0000031246798,"threshold_uncertainty_score":0.33081162},"labels":[],"label_agreement":null},{"id":"W2387603044","doi":"","title":"Creep Damage Failure of Rock Salt","year":2003,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"CAE (Canada)","funders":"","keywords":"Creep; Materials science; Rheology; Geotechnical engineering; Structural engineering; Dislocation; Composite material; Forensic engineering; Geology; Engineering","score_opus":0.004332764674500683,"score_gpt":0.1605421245463115,"score_spread":0.1562093598718108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2387603044","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34319776,0.0002131959,0.5736877,0.000018750921,0.00046656496,0.00010452602,0.0000048288316,0.0005989126,0.08170778],"genre_scores_gemma":[0.99266124,0.000006513573,0.006799269,0.000005783821,0.000009621622,0.0000024498845,0.000001186946,0.000019230896,0.0004946858],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996792,0.0000021959668,0.00009017709,0.000053591884,0.00005411703,0.000120681914],"domain_scores_gemma":[0.9998108,0.000009805461,0.000006276027,0.00012558847,0.00001337921,0.000034114055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000044160362,0.000066265085,0.00008458505,0.000044936744,0.0000076035867,0.0000053398157,0.000053639036,0.000036501744,0.00021619133],"category_scores_gemma":[0.000014270475,0.00006481153,0.000026102198,0.000087701745,0.0000012651724,0.00003156694,0.000006856593,0.00005564266,0.000026293808],"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":[6.8847226e-7,0.000017012237,0.00013400696,0.00016985912,0.000054001688,0.0000056023987,0.00018303757,0.7439868,0.15849705,0.08873404,0.0073689483,0.00084897445],"study_design_scores_gemma":[0.00060628867,0.00006598311,0.00040804234,0.000055344677,0.000023370205,0.0000153668,0.00030735985,0.44852075,0.42007723,0.0010306034,0.12834613,0.00054352614],"about_ca_topic_score_codex":0.0000027589015,"about_ca_topic_score_gemma":0.0000062037207,"teacher_disagreement_score":0.64946353,"about_ca_system_score_codex":0.0000072577186,"about_ca_system_score_gemma":0.0000036073257,"threshold_uncertainty_score":0.26429376},"labels":[],"label_agreement":null},{"id":"W2388729425","doi":"","title":"Study on the Mechanics Parameters and Friction Law of Sandstone Damage Plane","year":2003,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"Discovery Air (Canada)","funders":"","keywords":"Roof; Geotechnical engineering; Plane (geometry); Tension (geology); Mechanics; Stratum; Rock mechanics; Geology; Stress (linguistics); Damage mechanics; Surface finish; Materials science; Structural engineering; Engineering; Compression (physics); Geometry; Composite material; Physics; Mathematics; Finite element method","score_opus":0.016433636399607217,"score_gpt":0.19174476903316745,"score_spread":0.17531113263356024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2388729425","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9836377,0.000024989351,0.009351746,0.000008067944,0.00017072578,0.00013355065,0.0000018229838,0.00008546027,0.0065859756],"genre_scores_gemma":[0.99952483,0.000008879482,0.0003989566,0.000015830577,0.0000032971068,0.000007718108,5.8777397e-7,0.000012838251,0.000027033306],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999685,0.000009206117,0.0000841161,0.00006608411,0.00006935327,0.000086263164],"domain_scores_gemma":[0.9997833,0.000050404396,0.000009250419,0.00012966336,0.000006562544,0.000020814636],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014277264,0.00007169789,0.00007985442,0.000029830315,0.000024824836,0.000009789367,0.000037086495,0.000024032615,0.000012769427],"category_scores_gemma":[0.00001180167,0.000051330673,0.000012137551,0.00006373383,0.0000030251401,0.000020021085,0.000007063819,0.000070891474,0.000002507431],"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":[0.0000064827855,0.00011957884,0.00008258391,0.00004463446,0.00016693427,0.000009144057,0.0018400698,0.09229029,0.041482072,0.86306286,0.00042068464,0.0004746946],"study_design_scores_gemma":[0.0030267918,0.002657124,0.0017815606,0.00015750194,0.00024110271,0.000053019372,0.022441395,0.36706677,0.5840284,0.009684803,0.0073519098,0.0015095659],"about_ca_topic_score_codex":0.000014300677,"about_ca_topic_score_gemma":0.000013878416,"teacher_disagreement_score":0.85337806,"about_ca_system_score_codex":0.00000735906,"about_ca_system_score_gemma":0.0000011938505,"threshold_uncertainty_score":0.2093204},"labels":[],"label_agreement":null},{"id":"W2389003625","doi":"","title":"Research progress in biaxial compression investigation and apparatus of rock material","year":2007,"lang":"en","type":"article","venue":"Journal of Henan Polytechnic University","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University","funders":"","keywords":"Compression (physics); Materials science; Isotropy; Geotechnical engineering; Economic shortage; Compressive strength; Composite material; Forensic engineering; Structural engineering; Geology; Engineering","score_opus":0.016204695503727145,"score_gpt":0.23763399715198044,"score_spread":0.2214293016482533,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2389003625","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959105,0.00018064515,0.0036088335,0.000013484323,0.00013815697,0.00005030313,0.0000022940337,0.000017508208,0.00007826556],"genre_scores_gemma":[0.99859685,0.000054638924,0.00129505,6.081987e-7,0.000034778328,4.3927503e-8,6.127434e-7,0.0000064706082,0.000010951462],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99944675,0.00001721296,0.00016935875,0.000048840706,0.00016531782,0.00015254499],"domain_scores_gemma":[0.99972713,0.000028405395,0.000054800457,0.000060827457,0.00006289273,0.00006596631],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061621715,0.00005315801,0.00012514467,0.00051779405,0.000024571453,0.000006328455,0.000107547785,0.000074866075,0.000003110688],"category_scores_gemma":[0.000008018543,0.000053399453,0.00002028132,0.0002621848,0.000026334172,0.00010633506,0.000047581623,0.000237579,2.4225434e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00078280823,0.0001497781,0.0146135185,0.0006152091,0.000096808246,0.00044066145,0.0029656594,0.0316383,0.92081624,0.0034023607,0.0014886693,0.02298999],"study_design_scores_gemma":[0.005578646,0.0013871919,0.18173681,0.0022504292,0.00006845461,0.0003179381,0.003974536,0.05577345,0.7388176,0.0013157885,0.008013474,0.000765697],"about_ca_topic_score_codex":0.000012187493,"about_ca_topic_score_gemma":0.00000801514,"teacher_disagreement_score":0.18199866,"about_ca_system_score_codex":0.000079080164,"about_ca_system_score_gemma":0.000021814785,"threshold_uncertainty_score":0.21775666},"labels":[],"label_agreement":null},{"id":"W2389855864","doi":"","title":"SELF-SUPPORT OF HIGH WATER MATERIAL SOLIDIFYING BACKFILL BODY","year":2000,"lang":"en","type":"article","venue":"Nonferrous Metals","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Water body; Materials science; Mechanics; Geotechnical engineering; Engineering; Physics","score_opus":0.007130318331749851,"score_gpt":0.18791131546890058,"score_spread":0.18078099713715073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2389855864","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98617464,0.000049154125,0.0015395826,0.000016407435,0.00092522445,0.00014719003,0.00003429349,0.00055718253,0.010556297],"genre_scores_gemma":[0.99439174,0.00008875699,0.004605318,0.000021670905,0.0001409769,0.000019587207,0.00004332625,0.00007212126,0.0006165071],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99893016,0.0000111377,0.00032496345,0.00016649361,0.00016574703,0.00040150294],"domain_scores_gemma":[0.9995975,0.000009342623,0.000017790966,0.000270982,0.00002782424,0.0000765586],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00018264004,0.00020262222,0.00034607793,0.00008965197,0.000028078233,0.000029655483,0.0001622675,0.00010652684,0.0034301467],"category_scores_gemma":[0.0000031031275,0.00017055402,0.000086734195,0.00006827677,0.000007604356,0.0001071377,0.00002770197,0.00009658308,0.00033378444],"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":[0.000039655126,0.00015903295,0.000013080951,0.0010592731,0.0006719748,0.000104005936,0.0019538407,0.09016285,0.89098644,0.0014723808,0.0019095311,0.011467907],"study_design_scores_gemma":[0.0005845186,0.000114273025,0.000061780134,0.000029000626,0.0001143467,0.000059470985,0.000022128725,0.021646596,0.8704082,0.00029286367,0.10615091,0.00051591505],"about_ca_topic_score_codex":0.000026517573,"about_ca_topic_score_gemma":0.0000018347358,"teacher_disagreement_score":0.10424138,"about_ca_system_score_codex":0.000024244442,"about_ca_system_score_gemma":0.000008635291,"threshold_uncertainty_score":0.99748087},"labels":[],"label_agreement":null},{"id":"W2390619652","doi":"","title":"Analysis on Coal Industry in 2015 and Study and Judge on Future Development","year":2015,"lang":"en","type":"article","venue":"Coal Economic Research","topic":"Geomechanics and Mining 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":"Coal; China; Government (linguistics); Sustainable development; Productivity; Natural resource economics; Quarter (Canadian coin); Business; Production (economics); Coal mining; Environmental economics; Economics; Industrial organization; Engineering; Economic growth; Waste management; Political science; Geography","score_opus":0.08227725849916362,"score_gpt":0.33624666077849347,"score_spread":0.25396940227932985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2390619652","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99829155,0.00013317743,0.000018933013,0.000075184566,0.00013644363,0.00014846174,0.0000029963849,0.000026599544,0.001166679],"genre_scores_gemma":[0.9996524,0.00002405523,0.00003921917,0.000006673564,0.00007250873,0.000027787231,0.0000038270473,0.000015852265,0.00015768428],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992531,0.000025793735,0.00014475582,0.00021133553,0.000114901966,0.00025012222],"domain_scores_gemma":[0.9996152,0.00004989705,0.000007847908,0.00015497231,0.000014313067,0.00015779132],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009326999,0.00009890636,0.000177232,0.0005071375,0.00003142867,0.00005700533,0.00007788837,0.00014515065,0.000012774195],"category_scores_gemma":[0.000015956939,0.000100106205,0.000010563851,0.00013051883,0.000011560235,0.000042986383,0.00007995153,0.00067196257,0.000032432534],"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":[0.00016245371,0.0002904824,0.16825286,0.000101115365,0.0009110898,0.00016298235,0.009714035,0.77631354,0.000095901785,0.0010793209,0.011570875,0.031345375],"study_design_scores_gemma":[0.0047803447,0.0012764692,0.4272856,0.00009148226,0.00005490033,0.000011527664,0.01587265,0.5084129,0.0009292531,0.0002579166,0.03996427,0.0010626627],"about_ca_topic_score_codex":0.00004261286,"about_ca_topic_score_gemma":0.0002512396,"teacher_disagreement_score":0.26790062,"about_ca_system_score_codex":0.00021948917,"about_ca_system_score_gemma":0.000050091814,"threshold_uncertainty_score":0.40822124},"labels":[],"label_agreement":null},{"id":"W2390926148","doi":"","title":"A PRELIMINARY SUMMARY OF STRENGTH CALCULATION OF LIVING QUARTER FOR CHUNXIAO GAS FIELDS","year":2004,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining 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":"Quarter (Canadian coin); Engineering; Civil engineering; Geography","score_opus":0.006674986133796043,"score_gpt":0.1948044572665064,"score_spread":0.18812947113271034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2390926148","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.64656883,0.00011120246,0.3519971,0.000017040611,0.00016087621,0.00012402033,0.0000059548356,0.00008859696,0.000926358],"genre_scores_gemma":[0.99128073,0.000011734134,0.00860538,0.0000030105784,0.000024552744,0.0000116947995,0.0000040666696,0.000014772068,0.000044031305],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996057,0.0000011115045,0.00016623373,0.000062411265,0.00005650998,0.00010803715],"domain_scores_gemma":[0.9997544,0.00007463279,0.000019812142,0.00010353436,0.000026061854,0.000021510743],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000060610644,0.000068626185,0.00011327901,0.000062819854,0.000008089414,0.000002873974,0.000048180496,0.000057301106,0.000013199956],"category_scores_gemma":[0.000030058154,0.00006913687,0.000052091305,0.000055814304,0.0000033638166,0.00004773501,0.000010708178,0.000039184644,5.2350447e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001248661,0.00005942715,0.0001221081,0.00079178344,0.00007114602,8.7290033e-7,0.001497833,0.9466646,0.037345566,0.007273183,0.00097307237,0.0051879776],"study_design_scores_gemma":[0.0005652247,0.0006457506,0.0026221494,0.0009822261,0.00005326644,0.00000488943,0.00036205913,0.85335016,0.13999338,0.00074732554,0.00032278118,0.00035077226],"about_ca_topic_score_codex":0.000018847802,"about_ca_topic_score_gemma":0.000009820519,"teacher_disagreement_score":0.34471193,"about_ca_system_score_codex":0.00001328564,"about_ca_system_score_gemma":0.0000073779906,"threshold_uncertainty_score":0.28193197},"labels":[],"label_agreement":null},{"id":"W2391133490","doi":"","title":"THE STATUS AND MAIN CHARACTERISTICS OF GEOLOGIC ENVIRONMENT IN HENAN","year":2001,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"Discovery Air (Canada)","funders":"","keywords":"Geologic hazards; Loess; Geology; Subsidence; Landslide; Natural (archaeology); Mining engineering; Pollution; Groundwater; Water resources; Geochemistry; Environmental science; Earth science; Hydrology (agriculture); Geotechnical engineering; Geomorphology","score_opus":0.004906266733267291,"score_gpt":0.1539379491123583,"score_spread":0.149031682379091,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2391133490","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99423945,0.0003100332,0.004667342,0.00002317798,0.000057455927,0.000041074272,0.0000016625064,0.000023607057,0.00063619995],"genre_scores_gemma":[0.9964581,0.0030298382,0.00033651828,0.000004016993,0.000005978805,0.0000040938185,9.044641e-7,0.00000626915,0.00015428152],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9996685,0.0000024150688,0.0000918064,0.0000410838,0.00003292919,0.00016328524],"domain_scores_gemma":[0.9998725,0.000022972386,0.000006947494,0.00007093282,0.0000013177278,0.000025336109],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000064583146,0.000046032466,0.000059129092,0.000021117783,0.000009717061,0.000005173983,0.000030425717,0.000020090654,0.000015484497],"category_scores_gemma":[0.0000065004,0.000032986674,0.000006770802,0.000026533733,0.000007760073,0.000011240377,0.000018246894,0.000043760214,0.0000022680713],"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":[0.000040791132,0.00012574253,0.14335866,0.00035476414,0.00013858502,0.00012131548,0.0022006514,0.15620153,0.08007582,0.040639788,0.0004519683,0.57629037],"study_design_scores_gemma":[0.00071516447,0.00012215173,0.53822446,0.000049653525,0.000011397164,0.00002354624,0.0005133471,0.3884598,0.0019379659,0.0020276029,0.06749916,0.00041576152],"about_ca_topic_score_codex":0.000013121321,"about_ca_topic_score_gemma":0.000015044101,"teacher_disagreement_score":0.5758746,"about_ca_system_score_codex":0.000016384478,"about_ca_system_score_gemma":0.0000014628395,"threshold_uncertainty_score":0.13451576},"labels":[],"label_agreement":null},{"id":"W2391548804","doi":"","title":"Stone gate opening measure between the west No.2 and No.4 mining area in Longhu Coal Mine","year":2000,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"CAE (Canada)","funders":"","keywords":"Measure (data warehouse); Mining engineering; Coal mining; Coal; Geology; Engineering; Waste management; Computer science; Data mining","score_opus":0.013364198835334011,"score_gpt":0.189661445037506,"score_spread":0.176297246202172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2391548804","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97737694,0.0003502625,0.0022842088,0.000053501244,0.00017805182,0.00014638493,0.0000066918356,0.00020630364,0.019397667],"genre_scores_gemma":[0.99615026,0.000060034454,0.0020248336,0.000024977671,0.00011647021,0.000014732628,0.000008709904,0.000043524007,0.0015564519],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99916196,0.000010142939,0.00021060515,0.00017364594,0.0001169074,0.00032672833],"domain_scores_gemma":[0.9996283,0.00007283536,0.000012641752,0.00018385008,0.000025201356,0.00007714096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002714559,0.00018372538,0.0002112427,0.000070590235,0.00005081164,0.000059136986,0.0001487802,0.00007609602,0.00027709137],"category_scores_gemma":[0.000026969909,0.0001475012,0.000026592672,0.00013566199,0.000013536106,0.0001009428,0.000035818735,0.00020921607,0.000090034104],"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":[0.00007315233,0.00007030953,0.030740958,0.0004606426,0.00046432007,0.000120723154,0.005512363,0.7949752,0.024401598,0.00023387228,0.009511708,0.13343516],"study_design_scores_gemma":[0.0016260413,0.0001220303,0.029399917,0.0004229652,0.00005455973,0.00004048518,0.0003244614,0.93779016,0.0015126963,0.000022115366,0.027773105,0.00091144204],"about_ca_topic_score_codex":0.00009754263,"about_ca_topic_score_gemma":0.00012708572,"teacher_disagreement_score":0.142815,"about_ca_system_score_codex":0.000024996461,"about_ca_system_score_gemma":0.00000701783,"threshold_uncertainty_score":0.6014924},"labels":[],"label_agreement":null},{"id":"W2391761843","doi":"","title":"On Rural Eco-economy Reconstruction in Large Opencast Coal Mine——Taking Pingshuo Mine Area as the Example","year":2006,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"CAE (Canada)","funders":"","keywords":"Coal mining; Urbanization; Circular economy; Business; Coal; Rural economy; Natural resource economics; Environmental pollution; Stock (firearms); Rural area; Economic growth; Economy; Geography; Environmental protection; Ecology; Economics; Political science","score_opus":0.011391393890021804,"score_gpt":0.1888385057636226,"score_spread":0.1774471118736008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2391761843","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93941003,0.00006233652,0.006591522,0.00006179442,0.00047588948,0.00016441244,0.000005197099,0.00018699124,0.0530418],"genre_scores_gemma":[0.9986867,0.000005454109,0.00046590186,0.000056132416,0.00010903325,0.00003194624,0.000021134385,0.000033432167,0.0005902783],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991823,0.000007008526,0.00024726387,0.00015399643,0.000067534995,0.0003419013],"domain_scores_gemma":[0.99965906,0.00006157404,0.000036880287,0.00019317369,0.000014570943,0.000034723147],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017895663,0.00017226745,0.0001594863,0.00013640619,0.000054627813,0.00006926884,0.00013459602,0.000068284186,0.00038063014],"category_scores_gemma":[0.000015660873,0.00014535613,0.000046068646,0.0001343914,0.000007749164,0.00013264385,0.000031292464,0.00017913539,0.000059848757],"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":[0.000029651053,0.000121527126,0.007904551,0.00013682783,0.000089324996,0.000051640676,0.00064915285,0.853128,0.009169148,0.10596925,0.007100004,0.015650908],"study_design_scores_gemma":[0.0017330719,0.00011266178,0.0076705734,0.00024983505,0.000018916584,0.00022156788,0.0009015565,0.94703704,0.0060683815,0.003441713,0.03170692,0.00083776057],"about_ca_topic_score_codex":0.0011767168,"about_ca_topic_score_gemma":0.0010806787,"teacher_disagreement_score":0.10252754,"about_ca_system_score_codex":0.000081850834,"about_ca_system_score_gemma":0.0000091377515,"threshold_uncertainty_score":0.59274507},"labels":[],"label_agreement":null},{"id":"W2391868596","doi":"","title":"Introduction of High Tensile Reinforced Bar Production in Guanggang","year":2009,"lang":"en","type":"article","venue":"Liugang Science and Technology","topic":"Geomechanics and Mining 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":"Bar (unit); Production (economics); Ultimate tensile strength; China; Steel bar; Metallurgy; National standard; Reinforced concrete; Materials science; Engineering; Forensic engineering; Composite material; Pulp and paper industry; Political science; Law; Geology; Economics","score_opus":0.002697742748906155,"score_gpt":0.17054072670232587,"score_spread":0.1678429839534197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2391868596","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976165,0.00012815178,0.00048713453,0.0010477043,0.00032958115,0.000065259155,2.8200319e-7,0.0001932891,0.00013208503],"genre_scores_gemma":[0.9989921,0.00004141965,0.0008538702,0.000005315997,0.000047999903,0.0000032426008,7.065706e-7,0.000003855748,0.00005150966],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99951404,9.371653e-7,0.00010224123,0.00013854072,0.0000851408,0.0001590767],"domain_scores_gemma":[0.99976003,0.0000021735398,0.000014383091,0.00014624407,0.0000617354,0.00001545927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001721799,0.000054320128,0.00008912291,0.00051220524,0.00002614723,0.000008535855,0.00008673459,0.00005754668,0.000001981811],"category_scores_gemma":[0.00011520988,0.00005409139,0.0000043849627,0.0010378297,0.00006800516,0.00013480154,0.000015353993,0.00009105563,0.0000018614113],"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":[0.0000011632656,0.0000043995306,0.000040767805,0.000013041054,0.0000015894085,0.0000018902599,0.0000805546,0.030608797,0.8964615,0.042384118,0.0002875159,0.030114666],"study_design_scores_gemma":[0.00020709723,0.00017135826,0.0032305603,0.000035519377,0.0000055669843,0.00006574368,0.00034446717,0.07405679,0.9167632,0.003108166,0.0018009398,0.00021062228],"about_ca_topic_score_codex":0.00000784206,"about_ca_topic_score_gemma":0.0000012886851,"teacher_disagreement_score":0.043447994,"about_ca_system_score_codex":0.000026755864,"about_ca_system_score_gemma":0.000011255677,"threshold_uncertainty_score":0.22057828},"labels":[],"label_agreement":null},{"id":"W2392351210","doi":"","title":"The Enlightenment from Comparative Studies of the Coalbed Methane(CBM) Development at Home and Abroad","year":2014,"lang":"en","type":"article","venue":"Xinjiang shiyou dizhi","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":5,"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":"Coalbed methane; China; Enlightenment; Resource (disambiguation); Natural resource; Engineering; Business; Political science; Coal; Computer science; Coal mining; Waste management","score_opus":0.021528206786864148,"score_gpt":0.24090117749330034,"score_spread":0.2193729707064362,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2392351210","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99104077,0.006304345,0.0011045639,0.00008961517,0.0006163757,0.00015425727,0.000008528552,0.0000682744,0.00061326835],"genre_scores_gemma":[0.99815625,0.00015998213,0.0011686507,0.000015905556,0.00003941604,0.00003204064,0.0000028569382,0.000018742116,0.00040614154],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99924517,0.00002786182,0.00021399671,0.00013689323,0.00017525912,0.00020083711],"domain_scores_gemma":[0.9993839,0.00025904647,0.00004597743,0.00023821584,0.000030264424,0.000042544965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022378957,0.00015770667,0.00024065832,0.000024877749,0.00013270175,0.000018241954,0.00018384207,0.000040279214,0.0000060952475],"category_scores_gemma":[0.00003020084,0.00009392683,0.000039311417,0.00007788374,0.00004683742,0.000028061151,0.00016117984,0.00009530134,0.000012597931],"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":[0.00019280624,0.00024778862,0.008699537,0.0015583861,0.010468548,0.000019390382,0.24687439,0.0769597,0.47920603,0.02925082,0.03809029,0.1084323],"study_design_scores_gemma":[0.0017838913,0.0001088309,0.0639718,0.0006179237,0.00021393402,0.000009550784,0.0048503545,0.03813118,0.6083176,0.0019262693,0.27897403,0.0010946171],"about_ca_topic_score_codex":0.000010677646,"about_ca_topic_score_gemma":0.000059845053,"teacher_disagreement_score":0.24202405,"about_ca_system_score_codex":0.000070987946,"about_ca_system_score_gemma":0.00000887251,"threshold_uncertainty_score":0.3830225},"labels":[],"label_agreement":null},{"id":"W2394224719","doi":"","title":"Comparison of coalfields and coal-mining geological conditions of the main coal-producing countries in the world","year":2007,"lang":"en","type":"article","venue":"Coal Geology & Exploration","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":12,"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":"Coal; Mining engineering; Coal mining; China; Geology; Paleozoic; Coal basin; Tectonics; Structural basin; Geochemistry; Geography; Archaeology; Paleontology","score_opus":0.030635066686432153,"score_gpt":0.2750179946166233,"score_spread":0.24438292793019115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2394224719","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9588705,0.00028709366,0.039446842,0.000343284,0.00033054274,0.00019157004,0.0000054932134,0.000038374394,0.00048630362],"genre_scores_gemma":[0.9995405,0.000027338096,0.00025801916,0.00005673268,0.00004159597,0.000019116716,0.000016958773,0.000009392498,0.000030323288],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99911773,0.000043697033,0.00038147686,0.00012881572,0.00012283285,0.00020545279],"domain_scores_gemma":[0.9992996,0.0003607496,0.00008489871,0.00019825537,0.000035977413,0.000020506384],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006736958,0.000112593036,0.0002347045,0.00012924505,0.0000706363,0.0000094957995,0.00014752903,0.00010739126,0.000015756781],"category_scores_gemma":[0.00007852479,0.000083595674,0.000029512743,0.0001854083,0.0001272619,0.00009257779,0.000050072682,0.00022330404,0.0000013313426],"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":[0.000059126563,0.00011254922,0.28394735,0.00022165374,0.00007091353,0.000013620219,0.018349238,0.63689476,0.014271221,0.04306537,0.0024666255,0.0005275681],"study_design_scores_gemma":[0.0020373585,0.0005602282,0.65788996,0.00040656017,0.00015247153,0.00007474514,0.025670504,0.21525094,0.08265232,0.008828237,0.00568876,0.000787948],"about_ca_topic_score_codex":0.000024144016,"about_ca_topic_score_gemma":0.0012821157,"teacher_disagreement_score":0.42164385,"about_ca_system_score_codex":0.000016901282,"about_ca_system_score_gemma":0.00001324595,"threshold_uncertainty_score":0.34089327},"labels":[],"label_agreement":null},{"id":"W2502734389","doi":"","title":"A Review of Crown Pillar Stability Assessment and Rehabilitation for Mine Closure Planning","year":2000,"lang":"en","type":"review","venue":"4th North American Rock Mechanics Symposium","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Closure (psychology); Rehabilitation; Pillar; Crown (dentistry); Engineering; Medicine; Political science; Structural engineering; Physical therapy; Orthodontics","score_opus":0.017079967508208158,"score_gpt":0.280322294794388,"score_spread":0.26324232728617986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2502734389","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000118280965,0.9648708,0.031941585,0.000016988322,0.00032413343,0.0019599989,0.0004650866,0.00021703407,0.00008608122],"genre_scores_gemma":[0.0006910671,0.9928439,0.005120158,0.000037640933,0.00008784226,0.0006106228,0.000411054,0.00018594177,0.00001172938],"study_design_codex":"systematic_review","study_design_gemma":"not_applicable","domain_scores_codex":[0.99729836,0.00008558618,0.0012048803,0.00061005104,0.0002843002,0.00051683804],"domain_scores_gemma":[0.9980556,0.0004700459,0.00045218103,0.00067850447,0.00015176926,0.000191911],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00051736744,0.0006916874,0.002487204,0.00026233523,0.00007534288,0.000025626829,0.00030025523,0.0001577458,0.000015036989],"category_scores_gemma":[0.000085421496,0.00067626167,0.00049591874,0.00067556003,0.000015620311,0.00007891653,0.00008129649,0.00039999787,0.0000020261368],"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":[0.000016033233,0.00009392557,0.000041328545,0.6773726,0.0005723204,0.0000048695947,0.00024119426,0.015934564,0.000015997468,0.00020387796,0.0019621372,0.30354118],"study_design_scores_gemma":[0.00022314896,0.00066100695,0.000004596057,0.04983219,0.0010892379,0.000022150381,0.00003931283,0.020807862,0.0000032368205,0.000021934808,0.9264194,0.0008759469],"about_ca_topic_score_codex":0.00001352723,"about_ca_topic_score_gemma":0.000012536304,"teacher_disagreement_score":0.92445725,"about_ca_system_score_codex":0.00022623234,"about_ca_system_score_gemma":0.00018001444,"threshold_uncertainty_score":0.9995689},"labels":[],"label_agreement":null},{"id":"W2512783835","doi":"","title":"An investigation of mechanisms involved in backfill-rock mass behaviour in narrow vein mining","year":2008,"lang":"en","type":"article","venue":"Journal of the Southern African Institute of Mining and Metallurgy","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Rock mass classification; Vein; Mining engineering; Geology; Geotechnical engineering; Forensic engineering; Engineering; Psychology","score_opus":0.01498401714397624,"score_gpt":0.1911115092232286,"score_spread":0.17612749207925235,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2512783835","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965965,0.00024456953,0.0025936377,0.000021930566,0.00038822278,0.000060009086,0.0000057814673,0.000012948806,0.0000763659],"genre_scores_gemma":[0.98797286,0.000027266908,0.011895325,0.000006313004,0.000028663842,0.0000024502551,0.000001035775,0.00002672216,0.000039349427],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879426,0.000043770026,0.0006331221,0.00010542027,0.00023740255,0.0001860105],"domain_scores_gemma":[0.99936223,0.000034483823,0.00029589116,0.00016949962,0.000062381165,0.00007549046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005667113,0.00015708292,0.00041128145,0.00037493408,0.000031054085,0.000008261774,0.00025899246,0.00009098018,0.000005230068],"category_scores_gemma":[0.00007963786,0.00013008084,0.00009241985,0.00033327483,0.000048166075,0.00017702788,0.000028437798,0.0001957364,2.677907e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005497821,0.000074521435,0.0135986265,0.00016210087,0.000120774595,0.00007465143,0.046288025,0.582817,0.35549593,0.00038362946,0.000027399179,0.00090233964],"study_design_scores_gemma":[0.011077262,0.0024345373,0.06564899,0.0068868445,0.00068043405,0.000945221,0.14740412,0.5889826,0.16966973,0.002952994,0.0006013281,0.0027159543],"about_ca_topic_score_codex":0.000064595464,"about_ca_topic_score_gemma":0.00014511713,"teacher_disagreement_score":0.1858262,"about_ca_system_score_codex":0.000046615653,"about_ca_system_score_gemma":0.00007821779,"threshold_uncertainty_score":0.5304542},"labels":[],"label_agreement":null},{"id":"W2587296240","doi":"","title":"Improved Signature Hole Analysis for Blast Vibration Control in Open Pit Mines","year":2016,"lang":"en","type":"article","venue":"50th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Barrick Gold (Canada)","funders":"","keywords":"Signature (topology); Open-pit mining; Geology; Forensic engineering; Mining engineering; Engineering; Mathematics; Geometry","score_opus":0.007468410973568526,"score_gpt":0.20125079145253869,"score_spread":0.19378238047897017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2587296240","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0031924895,0.00025005353,0.99148905,0.000550836,0.0016102492,0.0018235657,0.0004353011,0.0005235066,0.00012497023],"genre_scores_gemma":[0.9951196,0.00018438864,0.002470936,0.00021161625,0.00024703384,0.0008703607,0.00012882029,0.00023053784,0.00053671154],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9966285,0.00004806928,0.0009013147,0.0009395998,0.0003359152,0.001146592],"domain_scores_gemma":[0.9981379,0.00022262304,0.00020369589,0.0008883238,0.00025418217,0.00029327048],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007580796,0.00072042755,0.0010250792,0.0009792947,0.00016270975,0.00023863971,0.001151946,0.0005742149,0.000100123245],"category_scores_gemma":[0.00011209114,0.00063804345,0.0003856614,0.0014323464,0.0000032431708,0.00067275594,0.0002912576,0.0002928928,0.000028287752],"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":[0.000091245696,0.000075592136,0.000006483712,0.0001144432,0.0005339726,0.0000065534814,0.00013069017,0.26620787,0.71650064,0.015099868,0.00048830855,0.0007443308],"study_design_scores_gemma":[0.003403324,0.00029519424,0.0000038767744,0.00012388415,0.00038443928,0.0000049398473,0.00008453246,0.9393157,0.046964407,0.005040939,0.0034666602,0.0009121423],"about_ca_topic_score_codex":0.00003375542,"about_ca_topic_score_gemma":0.0005027017,"teacher_disagreement_score":0.9919271,"about_ca_system_score_codex":0.00034127163,"about_ca_system_score_gemma":0.000098001,"threshold_uncertainty_score":0.9996071},"labels":[],"label_agreement":null},{"id":"W2588535072","doi":"10.15273/ijge.2015.03.015","title":"Large Lateral Deformation Characteristics of Simulated Columnar Jointed Rock Mass under Uniaxial Compression Tests","year":2015,"lang":"en","type":"article","venue":"International journal of geohazards and environment","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Rock mass classification; Deformation (meteorology); Geology; Materials science; Compression (physics); Geotechnical engineering; Uniaxial tension; Compression test; Composite material; Ultimate tensile strength","score_opus":0.009619378793842998,"score_gpt":0.20700146914549233,"score_spread":0.19738209035164933,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2588535072","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9387503,0.000082354454,0.060422204,0.0000642412,0.0005490009,0.000046168,0.000026548145,0.000012411513,0.00004674747],"genre_scores_gemma":[0.99921405,0.00013312012,0.0004866784,0.000016000422,0.000093426504,6.8443177e-7,0.000017523222,0.000012733796,0.000025755668],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999204,0.00000883514,0.0003425314,0.00004783737,0.0002956123,0.000101205944],"domain_scores_gemma":[0.9996652,0.000014922517,0.00012457237,0.00005221547,0.00007318988,0.00006988963],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015828709,0.00008925618,0.00014977182,0.00009237445,0.00001229734,0.000021480386,0.000098035845,0.00004893933,0.000031679057],"category_scores_gemma":[0.000014649837,0.00008088022,0.000037828995,0.000020730804,0.0000062263844,0.00012129477,0.000039969364,0.000108610344,0.0000040026193],"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":[0.00008062311,0.000081019694,0.0021246672,0.000028875304,0.00020214437,0.000028928427,0.0005413694,0.96206295,0.031545077,0.00019365418,0.00030582902,0.0028048775],"study_design_scores_gemma":[0.0017857827,0.0002266684,0.023385715,0.00025349014,0.00003333727,0.00010109605,0.00017321775,0.96162117,0.0033609169,0.000641608,0.008223247,0.00019374296],"about_ca_topic_score_codex":0.0000027727335,"about_ca_topic_score_gemma":4.5505504e-7,"teacher_disagreement_score":0.060463753,"about_ca_system_score_codex":0.00009675196,"about_ca_system_score_gemma":0.000010146004,"threshold_uncertainty_score":0.32981998},"labels":[],"label_agreement":null},{"id":"W2605488878","doi":"10.36487/acg_rep/1704_44_morissette","title":"The development of a ground support design strategy for deep mines subjected to dynamic-loading conditions","year":2017,"lang":"en","type":"article","venue":"Deep mining","topic":"Geomechanics and Mining Engineering","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":true,"ca_institutions":"Agnico Eagle (Canada); University of Toronto","funders":"","keywords":"Computer science","score_opus":0.0343158485199864,"score_gpt":0.2697373035243206,"score_spread":0.23542145500433423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2605488878","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4445901,0.000057723097,0.5542183,0.000013546076,0.00036461363,0.00025121757,0.00000792108,0.00009634642,0.00040021318],"genre_scores_gemma":[0.93438214,0.0000040966993,0.0652397,0.0000039918873,0.000030645057,0.00015856071,0.000019565448,0.000043416967,0.00011788585],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991001,0.0000055322203,0.00029738163,0.00014753755,0.000102863276,0.00034657944],"domain_scores_gemma":[0.99928635,0.00017898266,0.00007054818,0.00029196407,0.000092760776,0.00007937482],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003095215,0.0001554299,0.0001735709,0.00008946963,0.00049094093,0.00013328591,0.00031118235,0.00005735136,0.000008530413],"category_scores_gemma":[0.00016673042,0.00014342584,0.000041097283,0.00007724123,0.000015942636,0.00009998338,0.00004603013,0.000053679905,0.0000047618396],"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":[0.000067150315,0.00005790215,0.00021517024,0.00048566848,0.0007304884,0.000021566511,0.019911949,0.3980482,0.38701618,0.0032916728,0.0008820053,0.18927208],"study_design_scores_gemma":[0.00089742854,0.00019252549,0.005795266,0.00020012254,0.00007590872,0.0000192782,0.0037868875,0.93484586,0.04847846,0.00035613304,0.0045955665,0.0007565373],"about_ca_topic_score_codex":0.0000027184005,"about_ca_topic_score_gemma":0.00025498003,"teacher_disagreement_score":0.5367977,"about_ca_system_score_codex":0.0000514285,"about_ca_system_score_gemma":0.000040859417,"threshold_uncertainty_score":0.5848736},"labels":[],"label_agreement":null},{"id":"W2612772240","doi":"","title":"Characteristic Triaxial Strength of Intact Rock","year":2015,"lang":"en","type":"article","venue":"49th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Geology; Geotechnical engineering","score_opus":0.014405405002601391,"score_gpt":0.20588256346794195,"score_spread":0.19147715846534055,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2612772240","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03695933,0.0007418476,0.9474557,0.000105672254,0.00989442,0.0010243624,0.0003423605,0.0018211285,0.0016551637],"genre_scores_gemma":[0.9973932,0.00031179964,0.0009231546,0.000049444745,0.00049559877,0.0001041635,0.0001610064,0.00029869497,0.0002629721],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99600935,0.00006435151,0.0012042781,0.00071740954,0.00083609665,0.0011685059],"domain_scores_gemma":[0.9974621,0.00010476716,0.00029788562,0.0010561766,0.00037962952,0.0006994629],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007624884,0.00084278494,0.0010947607,0.0006217955,0.000115662006,0.000098083314,0.0009056478,0.0005272142,0.00016366299],"category_scores_gemma":[0.00018678058,0.0009264531,0.0003226088,0.0008484942,0.0000032251398,0.0003779851,0.00035713182,0.00070853526,0.00028404858],"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":[0.0002507065,0.00042946337,0.0000074227473,0.00090036646,0.00063589547,0.00009234414,0.0017355736,0.53217614,0.38849986,0.06805033,0.0049501043,0.0022717798],"study_design_scores_gemma":[0.002060321,0.00063325994,0.0000015122796,0.00018463828,0.00016887278,0.00007719077,0.0004249688,0.9167973,0.063357875,0.004829415,0.010348572,0.0011160702],"about_ca_topic_score_codex":0.00003155674,"about_ca_topic_score_gemma":0.000012609611,"teacher_disagreement_score":0.96043384,"about_ca_system_score_codex":0.0003693541,"about_ca_system_score_gemma":0.00018876175,"threshold_uncertainty_score":0.9993186},"labels":[],"label_agreement":null},{"id":"W2614567088","doi":"10.14288/1.0340527","title":"Study on financial assurance and closure cost for mine reclamation","year":2017,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Land reclamation; Closure (psychology); Business; Finance; Economics; Geography; Archaeology","score_opus":0.012057120833447657,"score_gpt":0.18136182963623754,"score_spread":0.1693047088027899,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2614567088","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960402,0.000029297575,0.0029131342,0.00001811595,0.00021181891,0.00030310723,0.00008287351,0.000052958232,0.00034846494],"genre_scores_gemma":[0.99940866,0.000027420014,0.00035930853,0.000002404425,0.00002599729,0.0000017653445,0.0000049597916,0.0000106413445,0.00015885271],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9996476,0.000003494607,0.000049594117,0.00012770339,0.00006647532,0.00010511531],"domain_scores_gemma":[0.9996942,0.000019346337,0.00003529617,0.00017265417,0.000043676166,0.000034824003],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000953638,0.000028253755,0.00012497403,0.000018538023,0.00019042357,0.00007216989,0.00012672921,0.000048897382,0.000002568529],"category_scores_gemma":[0.00004874857,0.00010114208,0.000028731409,0.0000251942,0.000018807343,0.00012446585,0.000027011836,0.000053749736,0.000001406771],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021507385,0.00015667838,0.0216068,0.00037335834,0.0000878873,0.00009503633,0.0007190675,0.0024967915,0.001218706,0.000017578726,0.0080838725,0.9651227],"study_design_scores_gemma":[0.0009729897,0.00010993966,0.9944634,0.00009402872,0.000016026459,0.000004707125,0.00023101942,0.0034789862,0.000003893059,0.000050609036,0.00046869786,0.00010569241],"about_ca_topic_score_codex":0.0017826895,"about_ca_topic_score_gemma":0.04737275,"teacher_disagreement_score":0.97285664,"about_ca_system_score_codex":0.000018161401,"about_ca_system_score_gemma":0.000008178495,"threshold_uncertainty_score":0.9700102},"labels":[],"label_agreement":null},{"id":"W2618904017","doi":"","title":"The Impact of Abutment Relaxation on Stability of Underground Mine Openings","year":2000,"lang":"en","type":"article","venue":"4th North American Rock Mechanics Symposium","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Abutment; Geology; Stability (learning theory); Mining engineering; Geotechnical engineering; Engineering; Structural engineering; Computer science","score_opus":0.007117631854763779,"score_gpt":0.2092952319519133,"score_spread":0.20217760009714952,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2618904017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9811679,0.000065951324,0.017305806,0.000027143664,0.00015196844,0.00027393684,0.000049576207,0.00010153096,0.00085616094],"genre_scores_gemma":[0.99923736,0.00035861842,0.00021490928,0.000007436879,0.000026346845,0.000024849896,0.000019525189,0.000048254828,0.000062719475],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99871117,0.000027747861,0.00043676322,0.00020918225,0.00027162986,0.00034349735],"domain_scores_gemma":[0.99904454,0.00012002142,0.00016758381,0.0004877152,0.000078810066,0.000101354744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019109053,0.00023828326,0.00033752504,0.000077157,0.00007843836,0.000018046054,0.00026483898,0.0000399466,0.000043969787],"category_scores_gemma":[0.000022005128,0.00018586511,0.00015738116,0.0004513978,0.00001263604,0.00006952589,0.000032228905,0.00016688557,0.000008947597],"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":[0.00007966211,0.000058322028,0.0006050976,0.000047462934,0.0001611127,0.0000012369245,0.00039402957,0.96966225,0.019652063,0.00044317087,0.00012445437,0.008771124],"study_design_scores_gemma":[0.00072837324,0.0023591765,0.004181089,0.000079277874,0.00007984662,0.0000089874275,0.00040581258,0.9583233,0.032346603,0.00028040734,0.00061221235,0.00059489446],"about_ca_topic_score_codex":0.00039066662,"about_ca_topic_score_gemma":0.00014196882,"teacher_disagreement_score":0.018069414,"about_ca_system_score_codex":0.00018531295,"about_ca_system_score_gemma":0.000047611247,"threshold_uncertainty_score":0.75793594},"labels":[],"label_agreement":null},{"id":"W2619113938","doi":"10.11159/mmme17.150","title":"Towards Improving the Performance of Creighton Mine’s Natural Heat Exchange Area","year":2017,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Vale (Canada); Centre for Excellence in Mining Innovation","funders":"","keywords":"Natural (archaeology); Environmental science; Computer science; Geology","score_opus":0.007389991311941113,"score_gpt":0.1856942521162187,"score_spread":0.17830426080427758,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2619113938","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965599,0.00005468222,0.0000034516754,0.0000919703,0.0026594617,0.00021932625,0.000014541828,0.000122878,0.00027377644],"genre_scores_gemma":[0.9988627,0.00011694185,0.00053959206,0.000012527616,0.00023860882,0.000041717325,0.0000016246148,0.00005763275,0.00012865484],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988089,0.0000017104817,0.00035045843,0.0002369364,0.00024779292,0.00035418553],"domain_scores_gemma":[0.9993451,0.000034046552,0.00012729083,0.00033447545,0.00008126751,0.00007779433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022248687,0.00030340787,0.00038607535,0.000087807246,0.00014252313,0.00014772249,0.00080664735,0.00009727554,0.000013313978],"category_scores_gemma":[0.000106176354,0.00020588191,0.00010345668,0.000099565055,0.00006712215,0.00019483628,0.00038251892,0.00028944074,4.7207627e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031736254,0.000010198431,0.000011336275,0.0008222556,0.00003981824,3.2504786e-7,0.000014498738,0.00054528186,0.996577,0.0011589753,0.00020713783,0.00058141694],"study_design_scores_gemma":[0.00028549216,0.000036053298,0.00006639267,0.0004858498,0.000038503767,0.00000785428,0.000012404179,0.09188954,0.9063307,0.00002728895,0.0006028119,0.0002171156],"about_ca_topic_score_codex":0.000017105998,"about_ca_topic_score_gemma":0.0000019012188,"teacher_disagreement_score":0.09134425,"about_ca_system_score_codex":0.00003677314,"about_ca_system_score_gemma":0.00000772001,"threshold_uncertainty_score":0.83956206},"labels":[],"label_agreement":null},{"id":"W2621328196","doi":"","title":"Study of phosphogypsum-fly ash-lime solidified material","year":2001,"lang":"hu","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"CAE (Canada)","funders":"","keywords":"Phosphogypsum; Fly ash; Lime; Materials science; Metallurgy; Microstructure; Slag (welding); Base (topology); Building material; Waste management; Composite material; Raw material; Engineering; Mathematics; Chemistry","score_opus":0.016249517002634214,"score_gpt":0.21215924774354855,"score_spread":0.19590973074091433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2621328196","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98496825,0.0001453597,0.0022767896,0.00001315206,0.0029415283,0.00038968658,0.000018240411,0.00029456365,0.008952451],"genre_scores_gemma":[0.9962898,0.00009705749,0.00052917557,0.000008616485,0.00023580814,0.00001972164,0.000008925581,0.00010079898,0.0027101266],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982667,0.000018152685,0.0005711146,0.00032302793,0.00027605824,0.0005449504],"domain_scores_gemma":[0.9991855,0.000031279138,0.00007119544,0.00051335956,0.00006242082,0.00013626216],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00020646965,0.00035572093,0.0005112292,0.00016974895,0.000049002076,0.000062962295,0.00029055987,0.00017727142,0.0014203353],"category_scores_gemma":[0.00001746002,0.00037022308,0.00009353819,0.00029174998,0.0000104801165,0.00009749846,0.00012856863,0.00019850775,0.00015086833],"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":[0.0006251883,0.0068188603,0.0017650252,0.0014667973,0.0031538128,0.0012206229,0.029451754,0.32867697,0.57926494,0.010677437,0.008676712,0.028201891],"study_design_scores_gemma":[0.024237884,0.01090228,0.014551031,0.0011089786,0.0017796216,0.0004525711,0.031282283,0.27176103,0.5855245,0.00067236583,0.05032357,0.0074039157],"about_ca_topic_score_codex":0.00037283267,"about_ca_topic_score_gemma":0.00008829458,"teacher_disagreement_score":0.056915943,"about_ca_system_score_codex":0.00005135574,"about_ca_system_score_gemma":0.000012780351,"threshold_uncertainty_score":0.99987495},"labels":[],"label_agreement":null},{"id":"W2624127564","doi":"","title":"Comparative Study of Rock Support System Design Practice for Large-Scale Underground Excavations","year":2000,"lang":"en","type":"article","venue":"4th North American Rock Mechanics Symposium","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Excavation; Geology; Scale (ratio); Mining engineering; Archaeology; Geotechnical engineering; Geography; Cartography","score_opus":0.01605883284655752,"score_gpt":0.2407089493051288,"score_spread":0.22465011645857128,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2624127564","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07458172,0.00003139234,0.92238903,0.000020017442,0.00035636165,0.0012841163,0.00010275061,0.00045180775,0.00078278466],"genre_scores_gemma":[0.9936595,0.000044639262,0.005426541,0.000030467632,0.00007697744,0.00035028215,0.000056800884,0.000097680655,0.00025713458],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99804556,0.000067703215,0.00059283664,0.00039266088,0.00033486894,0.00056634867],"domain_scores_gemma":[0.9986708,0.0002515077,0.00019697162,0.00047806744,0.00023003118,0.00017259653],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002692255,0.00035857566,0.0006479077,0.00018040395,0.0001887664,0.00004254607,0.00030454312,0.00005911307,0.000026448379],"category_scores_gemma":[0.000017114142,0.00039761062,0.000100516736,0.00069095654,0.0000029069572,0.0002295221,0.00004233777,0.00020573055,0.00003914996],"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":[0.000059210262,0.0003567943,0.000024933704,0.00011188243,0.00023346068,0.0000049854543,0.0033188025,0.9940053,0.000732968,0.00043855608,0.00059938023,0.00011372278],"study_design_scores_gemma":[0.0009630506,0.0017491092,0.000022965038,0.000028577932,0.0002387544,0.000023826946,0.015298257,0.975698,0.0007171606,0.000014300077,0.0047880723,0.00045790998],"about_ca_topic_score_codex":0.000052807005,"about_ca_topic_score_gemma":0.0001631808,"teacher_disagreement_score":0.91907775,"about_ca_system_score_codex":0.00016457489,"about_ca_system_score_gemma":0.00006608282,"threshold_uncertainty_score":0.9998476},"labels":[],"label_agreement":null},{"id":"W2695393457","doi":"","title":"Rock Mechanics Conference Invited Presentation Thoughts On Quantitative Field Scale Characterization of Post-failure Rock Mass Conditions And Their Influence On Underground Mine Design","year":2010,"lang":"en","type":"article","venue":"44th U.S. Rock Mechanics Symposium and 5th U.S.-Canada Rock Mechanics Symposium","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Rock mass classification; Presentation (obstetrics); Rock mechanics; Scale (ratio); Mining engineering; Geomechanics; Field (mathematics); Geology; Engineering; Geotechnical engineering; Forensic engineering; Geography; Cartography; Mathematics","score_opus":0.009200714040883637,"score_gpt":0.20450646225006958,"score_spread":0.19530574820918595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2695393457","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12068317,0.00010280987,0.8732914,0.001260163,0.0021333327,0.001395432,0.00071549695,0.00033615564,0.00008206496],"genre_scores_gemma":[0.99660146,0.0007361146,0.0008609629,0.0006536404,0.00018873495,0.00018896325,0.00040145605,0.00021496003,0.00015373414],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9958623,0.00015215043,0.0010634429,0.0010931648,0.0008281895,0.0010007635],"domain_scores_gemma":[0.99682003,0.000620633,0.00047901485,0.0008600355,0.0007110741,0.0005091988],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00040448617,0.0011037297,0.0009793832,0.00056190643,0.0005837687,0.00022651574,0.0006144651,0.0007118728,0.000044397984],"category_scores_gemma":[0.00016615834,0.0011181353,0.00014381872,0.00066874136,0.0000049140635,0.00062577013,0.00022640976,0.0010936109,0.00001164502],"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":[0.00011490851,0.00008119427,0.0000035099263,0.0002897015,0.00014405501,0.000009465442,0.0005472248,0.2748166,0.70290715,0.020747809,0.00031112498,0.000027241165],"study_design_scores_gemma":[0.0008376592,0.0010259795,0.000009521547,0.00037629588,0.00012893618,0.00004611108,0.0005624962,0.7200645,0.27128565,0.0041667675,0.0005711049,0.00092492264],"about_ca_topic_score_codex":0.0013070536,"about_ca_topic_score_gemma":0.0129204495,"teacher_disagreement_score":0.87591827,"about_ca_system_score_codex":0.00023288156,"about_ca_system_score_gemma":0.00034357666,"threshold_uncertainty_score":0.99912685},"labels":[],"label_agreement":null},{"id":"W2732922913","doi":"","title":"Explicit Discontinuity Modeling of Deep Mine Stope Face And Pillar Foundation Failure","year":2011,"lang":"en","type":"article","venue":"45th U.S. Rock Mechanics / Geomechanics Symposium","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Society of Intestinal Research","funders":"","keywords":"Discontinuity (linguistics); Foundation (evidence); Pillar; Face (sociological concept); Geology; Mining engineering; Geotechnical engineering; Engineering; Law; Structural engineering; Political science; Mathematics","score_opus":0.012668668192758789,"score_gpt":0.1865064860257498,"score_spread":0.17383781783299102,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2732922913","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07323019,0.000603414,0.9236053,0.000036062276,0.0010036636,0.0005244738,0.000036567268,0.00050579343,0.00045453047],"genre_scores_gemma":[0.9938629,0.00079544,0.004824858,0.00002597867,0.00009440742,0.00007540973,0.000058146954,0.00019246257,0.00007037095],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99727523,0.00003197949,0.0008006398,0.00063756894,0.0004464581,0.0008081443],"domain_scores_gemma":[0.99853534,0.00003701157,0.0001786461,0.0007439666,0.00021667,0.0002883996],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00047022826,0.0006258426,0.00069383153,0.00031625922,0.00016016864,0.00006886502,0.00050056895,0.00037791952,0.000085546264],"category_scores_gemma":[0.000045062337,0.0006904268,0.00016615597,0.00045474165,0.0000038995495,0.00043921248,0.00033945485,0.00043395374,0.000029396171],"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":[0.00004028457,0.00011656099,0.000007651407,0.0005996103,0.00024128564,0.000014799073,0.0036521999,0.68686134,0.23189634,0.074883595,0.00004949299,0.0016368468],"study_design_scores_gemma":[0.00059710303,0.00020180165,0.0000011568105,0.00011113016,0.00011101778,0.00003576317,0.0008781497,0.9656309,0.024959438,0.0064012674,0.00037172713,0.00070055976],"about_ca_topic_score_codex":0.000051735267,"about_ca_topic_score_gemma":0.000108278175,"teacher_disagreement_score":0.9206327,"about_ca_system_score_codex":0.000120116056,"about_ca_system_score_gemma":0.00003195503,"threshold_uncertainty_score":0.9995547},"labels":[],"label_agreement":null},{"id":"W2734555105","doi":"","title":"A Numerical Analysis of Stress Path and Rock Mass Damage in Open Pit Rock Slopes","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geology; Rock mass classification; Geotechnical engineering; Stress (linguistics); Mining engineering; Stress path; Rockfall; Open-pit mining; Petrology; Landslide","score_opus":0.00757198941328443,"score_gpt":0.20470453605475383,"score_spread":0.1971325466414694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2734555105","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018227201,0.0003339207,0.97858554,0.00007717072,0.00083269627,0.0007192476,0.00018632517,0.0003676943,0.0006702276],"genre_scores_gemma":[0.99664044,0.00046209802,0.0021181514,0.000073605406,0.00008453096,0.00014127612,0.00012099066,0.00020057046,0.00015832798],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9961329,0.00011000438,0.0011172668,0.0009822224,0.00056971837,0.0010879071],"domain_scores_gemma":[0.9979131,0.00020755982,0.00025661336,0.0011003832,0.00016728199,0.00035506103],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00084092433,0.00077484205,0.0015506349,0.0012303126,0.0001433408,0.00021371803,0.0013046596,0.00045587443,0.00013255728],"category_scores_gemma":[0.00013018204,0.0008492403,0.00027046635,0.0022848276,0.0000021789706,0.0004357014,0.00070813025,0.00062593754,0.000030211155],"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":[0.000032601776,0.000111434245,0.00010455939,0.00031962644,0.00057547475,0.000018002085,0.00039618922,0.9213045,0.050143838,0.026512396,0.00012943518,0.00035194278],"study_design_scores_gemma":[0.00093662925,0.00026593782,0.00004314304,0.00023740278,0.0004957742,0.000008113262,0.00025356814,0.9823413,0.010311064,0.0028318707,0.0013706961,0.00090452447],"about_ca_topic_score_codex":0.00016361015,"about_ca_topic_score_gemma":0.0001662418,"teacher_disagreement_score":0.9784132,"about_ca_system_score_codex":0.00018616409,"about_ca_system_score_gemma":0.00005636414,"threshold_uncertainty_score":0.99939585},"labels":[],"label_agreement":null},{"id":"W2773661836","doi":"","title":"Characterization of Rock Mass Fragmentation for Cave Mining","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Cave; Fragmentation (computing); Geology; Rock mass classification; Mining engineering; Archaeology; Geography; Computer science; Geotechnical engineering","score_opus":0.012193175431464715,"score_gpt":0.21357298470173516,"score_spread":0.20137980927027044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2773661836","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0658699,0.00006552746,0.92839557,0.00009196587,0.0037422415,0.00088176125,0.00029123435,0.00042975927,0.00023201635],"genre_scores_gemma":[0.9948908,0.00028934216,0.00332686,0.000039526563,0.00031726228,0.000278803,0.0002929308,0.00023904201,0.00032542026],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9974301,0.00001970159,0.00078992604,0.00056790886,0.00041646883,0.0007759156],"domain_scores_gemma":[0.9978949,0.00007587649,0.00047933043,0.0010723593,0.00030017324,0.00017734854],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00044024712,0.0005492855,0.000645088,0.000340733,0.0004972367,0.000205382,0.00081928546,0.00039142187,0.000052987372],"category_scores_gemma":[0.00012014045,0.00065390946,0.0002492949,0.00017959642,0.0000029709836,0.0005649142,0.00017953347,0.00024445663,0.000030470617],"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":[0.000026666423,0.000032505675,0.0000041943695,0.0003919935,0.000121130135,0.0000034286652,0.00036230186,0.1206386,0.86220515,0.0155262165,0.00009520225,0.000592611],"study_design_scores_gemma":[0.0007291877,0.0001758894,0.0000057260527,0.00018952432,0.00009836352,0.000008241697,0.0001557566,0.7285126,0.2659555,0.0023685028,0.0012618508,0.0005388589],"about_ca_topic_score_codex":0.000010635987,"about_ca_topic_score_gemma":0.000009166626,"teacher_disagreement_score":0.92902094,"about_ca_system_score_codex":0.00018339998,"about_ca_system_score_gemma":0.00004900597,"threshold_uncertainty_score":0.99959123},"labels":[],"label_agreement":null},{"id":"W2789934727","doi":"","title":"Analyse du comportement géomécanique des remblais miniers dans des excavations souterraines inclinées","year":2016,"lang":"fr","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":4,"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":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Humanities; Geology; Art","score_opus":0.013442376703582124,"score_gpt":0.2128628245713325,"score_spread":0.19942044786775037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2789934727","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3576222,0.0032529244,0.6341084,0.0025639113,0.0005026136,0.0004173382,0.00015818486,0.00088780257,0.00048655964],"genre_scores_gemma":[0.80740196,0.0030250154,0.18579051,0.00019698113,0.000365447,0.00043784367,0.000033274606,0.00021485116,0.0025341008],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9964189,0.00014707366,0.0010081835,0.00063005346,0.0003760636,0.0014197376],"domain_scores_gemma":[0.9976018,0.00029186715,0.0002284899,0.0009890327,0.00024576782,0.00064305175],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0011962363,0.0007503837,0.0006611733,0.0007632045,0.00048673115,0.00020727307,0.00064502656,0.00049572455,0.00017011599],"category_scores_gemma":[0.00045017237,0.0007090238,0.00036638035,0.0008196105,0.0003430837,0.00065382064,0.00029806077,0.00039270576,0.00004768285],"study_design_candidate":"simulation_or_modeling","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":[0.00010959869,0.0008180533,0.14112185,0.001267346,0.0015622713,0.00056838174,0.010795901,0.12574413,0.4599759,0.06800546,0.013838461,0.17619266],"study_design_scores_gemma":[0.0031148107,0.0008089036,0.1601159,0.00420343,0.0008858193,0.00088386267,0.0036725472,0.58429116,0.17680478,0.026848704,0.03415219,0.0042179124],"about_ca_topic_score_codex":0.01345719,"about_ca_topic_score_gemma":0.018460525,"teacher_disagreement_score":0.45854703,"about_ca_system_score_codex":0.0018535675,"about_ca_system_score_gemma":0.0002072721,"threshold_uncertainty_score":0.9995361},"labels":[],"label_agreement":null},{"id":"W2795483464","doi":"","title":"Geomechanical Characterization of a Sheared Coal Seam and Implications for Open Pit Slope Design","year":2017,"lang":"en","type":"article","venue":"51st U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Tetra Tech (Canada)","funders":"","keywords":"Geology; Geotechnical engineering; Mining engineering; Coal mining; Characterization (materials science); Coal; Forensic engineering; Engineering; Materials science","score_opus":0.027848729796009417,"score_gpt":0.24604464976348978,"score_spread":0.21819591996748036,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2795483464","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0069300397,0.00012173119,0.98734224,0.00062727183,0.0014669916,0.0023877718,0.00057443837,0.00038782967,0.00016169024],"genre_scores_gemma":[0.9891799,0.0007810456,0.008162824,0.00007959992,0.00019207063,0.0008483684,0.00024295073,0.0002756161,0.00023763276],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9970616,0.000042876673,0.0008741723,0.00083363283,0.00028655314,0.00090114196],"domain_scores_gemma":[0.9971375,0.00013620395,0.00042104314,0.0015792461,0.00034660797,0.0003794394],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0009341952,0.0006316589,0.00089827436,0.00029992123,0.00078455015,0.00056185125,0.001814307,0.00047434348,0.00004148596],"category_scores_gemma":[0.00016188197,0.0007194563,0.00018696727,0.00021257337,0.000010475373,0.0007833541,0.0009921679,0.00034254906,0.000016697246],"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":[0.000094312236,0.00011529553,0.000007262212,0.00036879562,0.0002073458,0.0000030026704,0.00022430786,0.016969584,0.89064175,0.08864755,0.00041231085,0.0023084576],"study_design_scores_gemma":[0.0021651008,0.00058501936,0.000075677584,0.00023546662,0.00020984323,0.000055767505,0.000060011218,0.86752355,0.100600824,0.021443767,0.0059460616,0.0010989151],"about_ca_topic_score_codex":0.000023584906,"about_ca_topic_score_gemma":0.000012767143,"teacher_disagreement_score":0.98224986,"about_ca_system_score_codex":0.00014625696,"about_ca_system_score_gemma":0.0001170073,"threshold_uncertainty_score":0.99952567},"labels":[],"label_agreement":null},{"id":"W2799399789","doi":"","title":"Design of De-stress Slot At the Golden Giant Mine","year":2001,"lang":"en","type":"article","venue":"DC Rocks 2001, The 38th U.S. Symposium on Rock Mechanics (USRMS)","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rocscience (Canada); University of Toronto","funders":"","keywords":"Stress (linguistics); Geology; Philosophy; Linguistics","score_opus":0.013698447471130477,"score_gpt":0.20179928260460586,"score_spread":0.1881008351334754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2799399789","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03420103,0.0011422259,0.95843434,0.0009946325,0.0014892247,0.0009305106,0.00008145791,0.0005333893,0.0021931925],"genre_scores_gemma":[0.99287117,0.0019007701,0.00061085407,0.00027348762,0.00025496059,0.00015150577,0.00003126739,0.0002130114,0.0036929948],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9973037,0.000105730905,0.00058206526,0.00043060348,0.00055510923,0.0010227497],"domain_scores_gemma":[0.9981183,0.00029248052,0.00015696851,0.0011166317,0.000104050654,0.00021158317],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008385521,0.00055296224,0.00047163552,0.00019158487,0.00032009074,0.000065716515,0.0010509599,0.00023088114,0.0001825327],"category_scores_gemma":[0.000055142755,0.00038815817,0.00019980661,0.0005404299,0.000010399776,0.000094027906,0.00027751923,0.0005158922,0.00014455598],"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":[0.000054055705,0.0000578931,0.0000057086722,0.000059643327,0.0001195291,0.000028139884,0.0005053503,0.87292755,0.12007008,0.0006122062,0.004961573,0.00059825316],"study_design_scores_gemma":[0.00061060465,0.00023837955,0.00000753238,0.00015091845,0.000107518674,0.00011628933,0.00018447034,0.8846547,0.09953997,0.0003483047,0.013556252,0.000485062],"about_ca_topic_score_codex":0.00007541429,"about_ca_topic_score_gemma":0.000073164614,"teacher_disagreement_score":0.95867014,"about_ca_system_score_codex":0.00027822008,"about_ca_system_score_gemma":0.000050474566,"threshold_uncertainty_score":0.999857},"labels":[],"label_agreement":null},{"id":"W2802956659","doi":"","title":"Slope stability analysis of the west wall of LAB chrysotile mine in the vicinity of Road 112","year":2015,"lang":"en","type":"article","venue":"Corpus Université Laval (Université Laval)","topic":"Geomechanics and Mining 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":"Chrysotile; Stability (learning theory); Environmental science; Mining engineering; Geology; Computer science; Materials science; Metallurgy","score_opus":0.011817428500684483,"score_gpt":0.1715569825024159,"score_spread":0.15973955400173143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802956659","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99399596,0.00031035894,0.0002839251,0.00009780109,0.00014222812,0.00016923684,0.00009414152,0.000039259663,0.004867081],"genre_scores_gemma":[0.99956775,0.00012280038,0.00010107468,0.000006634584,0.0000076014408,4.1576857e-7,0.000017136466,0.000014983278,0.0001616321],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99891436,0.00007408846,0.0002531281,0.0001838252,0.00034918723,0.00022538677],"domain_scores_gemma":[0.998889,0.00009734127,0.0001395595,0.000594026,0.00020192008,0.000078127865],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041414527,0.00018119322,0.0004547388,0.00038327096,0.000043079446,0.0000051485986,0.0007353703,0.00010360987,0.000030449548],"category_scores_gemma":[0.000041245992,0.00015065688,0.00023381771,0.002095053,0.00006630627,0.000120396515,0.00019243838,0.00020667307,8.921627e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035496286,0.00066738704,0.17903066,0.00067769364,0.002519229,0.00010150642,0.10810381,0.4427508,0.2445558,0.010681886,0.0005692453,0.009987006],"study_design_scores_gemma":[0.004547748,0.0005410905,0.6201486,0.00026973203,0.0033310638,0.000014981018,0.033192113,0.15406488,0.17510134,0.00016004677,0.0076597705,0.0009686562],"about_ca_topic_score_codex":0.0073564914,"about_ca_topic_score_gemma":0.014300379,"teacher_disagreement_score":0.4411179,"about_ca_system_score_codex":0.00021250213,"about_ca_system_score_gemma":0.000083066916,"threshold_uncertainty_score":0.99925363},"labels":[],"label_agreement":null},{"id":"W2886414811","doi":"10.11159/mmme18.102","title":"An Introduction to Gas Geological Laws of Coal Mines in China","year":2018,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Coal; China; Coal mining; Mining engineering; Geology; Environmental science; Law; Petroleum engineering; Political science; Engineering; Waste management","score_opus":0.004341153786664792,"score_gpt":0.19365130688003335,"score_spread":0.18931015309336854,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2886414811","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99800414,0.0000041751605,0.000026841468,0.00018605583,0.0013557078,0.00018324848,0.000009671568,0.00013640514,0.000093743016],"genre_scores_gemma":[0.9970459,0.000011525109,0.0022758793,0.00001264164,0.00055715843,0.000028374132,0.0000021120513,0.000039402697,0.000027050472],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99891937,0.0000026044022,0.0003596463,0.00027021812,0.00015646944,0.0002916925],"domain_scores_gemma":[0.99959964,0.000018178505,0.00005510195,0.00015462498,0.00006735272,0.00010507714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019829893,0.00022296126,0.0003521915,0.00018513935,0.0000230831,0.00003592572,0.00031244612,0.00010051877,0.000026449761],"category_scores_gemma":[0.000092672875,0.00018596728,0.00004422795,0.0002924733,0.000041217463,0.0001007959,0.00012093045,0.00014392525,7.883641e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005868642,0.000031244534,0.000013688941,0.00018233509,0.000013715561,2.882912e-7,0.000018876979,0.0036879436,0.9897483,0.005685385,0.00037177696,0.00018778944],"study_design_scores_gemma":[0.00024063067,0.00013391614,0.00005975318,0.0001693043,0.000013143118,0.0000055750866,0.000017742062,0.028437331,0.9692222,0.00021799505,0.0012877941,0.00019461424],"about_ca_topic_score_codex":0.000006724395,"about_ca_topic_score_gemma":0.0000048847737,"teacher_disagreement_score":0.024749387,"about_ca_system_score_codex":0.000030077877,"about_ca_system_score_gemma":0.0000037893562,"threshold_uncertainty_score":0.7583525},"labels":[],"label_agreement":null},{"id":"W2891048348","doi":"","title":"Management of Squeezing Ground Conditions at Laronde Mine","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Agnico Eagle (Canada); University of Toronto","funders":"","keywords":"Environmental science","score_opus":0.01858224664139057,"score_gpt":0.2397765146741673,"score_spread":0.22119426803277673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2891048348","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.687139,0.001100744,0.29202548,0.00010313036,0.011771557,0.00037775378,0.00039693338,0.00035865675,0.0067267814],"genre_scores_gemma":[0.9970167,0.00010295337,0.0015187686,0.00000765967,0.000044720036,0.000018262173,0.000077643526,0.000032857322,0.0011804345],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990375,0.000005851996,0.0003163122,0.0001331585,0.000342989,0.00016418245],"domain_scores_gemma":[0.9994385,0.00002493982,0.00008912597,0.00018611293,0.00017977823,0.000081508464],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013115873,0.00014039181,0.00018442539,0.00015554277,0.000020724437,0.000011645516,0.00028384724,0.00006316221,0.00008551695],"category_scores_gemma":[0.000022603643,0.00015905868,0.00006477776,0.00010572207,0.0000038636176,0.00011168152,0.00016265102,0.00008229904,0.000015974541],"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":[0.000026162936,0.00007897394,0.00007835457,0.00035969054,0.0007077366,0.00004417366,0.00031273952,0.8359008,0.015935052,0.14089474,0.0049850876,0.00067652005],"study_design_scores_gemma":[0.0013777453,0.000094788425,0.00008399071,0.00042844645,0.00008284778,0.000035577887,0.0005400638,0.9429392,0.034316964,0.0034487953,0.016289482,0.00036209903],"about_ca_topic_score_codex":0.000012539804,"about_ca_topic_score_gemma":0.000011222722,"teacher_disagreement_score":0.30987775,"about_ca_system_score_codex":0.0001347878,"about_ca_system_score_gemma":0.000011021721,"threshold_uncertainty_score":0.64862245},"labels":[],"label_agreement":null},{"id":"W2895017285","doi":"10.26649/musci.2016.110","title":"Researches Regarding the Use of Laminated Profiles for the Support of Jiu Valley Mine Galleries in Order to Increase their Operational Performances","year":2016,"lang":"en","type":"article","venue":"The publications of the MultiScience - XXX. MicroCAD International Scientific Conference","topic":"Geomechanics and Mining Engineering","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":"Petro-Canada","funders":"","keywords":"Order (exchange); Computer science; Environmental science; Business","score_opus":0.08345472099264488,"score_gpt":0.2733272425793948,"score_spread":0.1898725215867499,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2895017285","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96229005,0.00002837629,0.024348384,0.011692068,0.0004488884,0.00068364234,0.00029270208,0.000020302105,0.0001955966],"genre_scores_gemma":[0.99664444,0.000023851853,0.0012461562,0.000013939339,0.000015117853,0.00016746942,0.000010917131,0.000007179236,0.0018709145],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988694,0.0000315255,0.00034039578,0.00018314962,0.0003803407,0.00019516205],"domain_scores_gemma":[0.9975266,0.000582337,0.00010906858,0.0004851403,0.0012676094,0.000029235936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001377599,0.000097618344,0.00010471731,0.00018196013,0.00024724024,0.0001473913,0.001802811,0.000024951123,0.00006391269],"category_scores_gemma":[0.0016195717,0.0000407033,0.00004629481,0.0009420384,0.0005372983,0.00035829796,0.00026069177,0.00008435624,0.0000019901017],"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":[0.0000472012,0.00010441927,0.0036163633,0.00005413391,0.000090505026,3.672724e-8,0.005872561,0.069089904,0.85578334,0.045379747,0.0063415533,0.01362026],"study_design_scores_gemma":[0.0004932011,0.000055839042,0.048994172,0.00030177445,0.000017572502,0.000006381107,0.0013893119,0.58066857,0.32424536,0.00058138487,0.043014504,0.00023193145],"about_ca_topic_score_codex":0.00013669256,"about_ca_topic_score_gemma":0.0003821047,"teacher_disagreement_score":0.53153795,"about_ca_system_score_codex":0.00004192073,"about_ca_system_score_gemma":0.00019893463,"threshold_uncertainty_score":0.33501014},"labels":[],"label_agreement":null},{"id":"W2899717793","doi":"10.7939/r30p0x22s","title":"Geomechanical Characterization of Coal for CBM Engineering","year":2016,"lang":"en","type":"article","venue":"University of Alberta Library","topic":"Geomechanics and Mining 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":"Coal; Geology; Forensic engineering; Engineering; Construction engineering; Waste management","score_opus":0.004099070194720568,"score_gpt":0.1318828321251846,"score_spread":0.12778376193046403,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2899717793","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7521663,0.00000891624,0.24696451,0.00008255717,0.00017602222,0.00009448681,0.000036879013,0.0001017184,0.00036865132],"genre_scores_gemma":[0.99663746,0.000041434407,0.002477859,0.0000028117217,0.000023505228,2.8321847e-7,0.000028995988,0.000023371062,0.0007642608],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966794,0.0000020225332,0.00009023498,0.00007943079,0.00004569463,0.000114682676],"domain_scores_gemma":[0.9997356,0.00008056375,0.00002591468,0.0001044425,0.000011166066,0.000042339467],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000020262367,0.00007315187,0.00013155241,0.00009030926,0.000010891532,0.00000246406,0.00012473154,0.00006053164,0.00009358779],"category_scores_gemma":[0.00000963062,0.000073884934,0.00005812191,0.000063328,0.000007895788,0.00026033388,0.000036279456,0.000025958216,0.0000031730294],"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":[0.000050058363,0.000031620628,0.00028253268,0.00038860174,0.00012335337,0.0000025346094,0.0006044567,0.0047127525,0.97255653,0.017808082,0.0007077107,0.0027317663],"study_design_scores_gemma":[0.0028075404,0.00029709886,0.0050145322,0.0006656371,0.000090854934,0.0000068689833,0.00013327425,0.2254476,0.6375232,0.00027993578,0.12695731,0.0007761846],"about_ca_topic_score_codex":0.0000058129576,"about_ca_topic_score_gemma":0.0000014051184,"teacher_disagreement_score":0.33503336,"about_ca_system_score_codex":0.000007785053,"about_ca_system_score_gemma":0.000009359674,"threshold_uncertainty_score":0.30129403},"labels":[],"label_agreement":null},{"id":"W2902543592","doi":"10.1130/abs/2018am-324035","title":"CONTROLS ON THE LOCALIZATION AND TIMING OF MINERALIZED INTRUSIONS WITHIN THE CA. 1.1 GA MIDCONTINENT RIFT SYSTEM","year":2018,"lang":"en","type":"article","venue":"Abstracts with programs - Geological Society of America","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Rift; Geology; Geochemistry; Seismology; Geophysics; Tectonics","score_opus":0.014855492794593297,"score_gpt":0.21140528159812008,"score_spread":0.19654978880352678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2902543592","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9665735,0.00015508311,0.03080573,0.000661637,0.00011060714,0.00063839834,0.0000050055082,0.00018405424,0.0008660132],"genre_scores_gemma":[0.99338067,0.000023675864,0.006321243,0.00013561944,0.000048031652,0.0000493391,0.0000068951776,0.000016207168,0.000018346002],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909663,0.000024930743,0.00031463435,0.00014898152,0.00018980169,0.0002249993],"domain_scores_gemma":[0.9993014,0.00018019503,0.0001679398,0.00019657012,0.00010133177,0.000052584073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029011484,0.00016260448,0.00026742445,0.000012459032,0.00011855876,0.00002241688,0.00014631663,0.000087876855,0.000015056608],"category_scores_gemma":[0.000045482306,0.000079790196,0.00007422089,0.00018661251,0.00036445347,0.00002914023,0.000039959596,0.00018183501,0.0000025949478],"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":[0.00048156964,0.00091494754,0.004854211,0.001968622,0.0026746423,0.000019466659,0.02205508,0.81555676,0.039645094,0.01495208,0.011380426,0.08549711],"study_design_scores_gemma":[0.0010263064,0.0015700063,0.004324338,0.00055636605,0.00013327209,0.000021270711,0.0054541836,0.97170824,0.0036694151,0.000096011216,0.011072403,0.0003681765],"about_ca_topic_score_codex":0.00016150573,"about_ca_topic_score_gemma":0.000008462252,"teacher_disagreement_score":0.1561515,"about_ca_system_score_codex":0.000014685921,"about_ca_system_score_gemma":0.00000939745,"threshold_uncertainty_score":0.325375},"labels":[],"label_agreement":null},{"id":"W2903110877","doi":"","title":"Influence of the Creep Law on Pillar Response Based on Numerical Simulations of an Underground Salt Mine","year":2018,"lang":"en","type":"article","venue":"Espace ÉTS (ETS)","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Creep; Pillar; Geotechnical engineering; Mining engineering; Law; Geology; Underground mining (soft rock); Engineering; Structural engineering; Materials science; Metallurgy; Political science; Waste management","score_opus":0.008617800086450323,"score_gpt":0.2274560047399829,"score_spread":0.21883820465353257,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903110877","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9944868,0.000008656764,0.0045788903,0.00014729767,0.00013090663,0.00009961845,0.000017173857,0.00007313431,0.0004574873],"genre_scores_gemma":[0.9990298,6.661804e-7,0.00073956966,0.0000915922,0.00003645562,0.0000030677318,0.000002194797,0.00003205607,0.000064586005],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99930865,0.00004132386,0.00015502158,0.0001288099,0.00020308969,0.00016311415],"domain_scores_gemma":[0.9991193,0.00025556626,0.00004155968,0.0004672583,0.00006034566,0.000055997727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001648893,0.00012386168,0.00014361217,0.00008328235,0.000049023834,0.000010099771,0.00017009863,0.00006528865,0.000019654015],"category_scores_gemma":[0.00016992727,0.00010375309,0.00004301176,0.0002656258,0.00004203717,0.000052444866,0.00002274498,0.000111143076,0.000009432381],"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":[0.00009255979,0.000034967867,0.000034029774,0.000017682796,0.000010072891,9.845206e-7,0.00018160901,0.94866383,0.0483966,0.0024809402,0.00003688693,0.000049811675],"study_design_scores_gemma":[0.0004238548,0.0005080904,0.0069048307,0.00012848701,0.000014436269,0.000001216182,0.00003238185,0.9269686,0.06132585,0.000112374,0.0034102926,0.00016958536],"about_ca_topic_score_codex":0.0000336339,"about_ca_topic_score_gemma":0.00006604234,"teacher_disagreement_score":0.021695256,"about_ca_system_score_codex":0.000040686507,"about_ca_system_score_gemma":0.000020762234,"threshold_uncertainty_score":0.4230928},"labels":[],"label_agreement":null},{"id":"W2904992639","doi":"","title":"Investigation On Physical And Mechanical Properties of Interlayers In Bedded Salt Deposits And Their Effects On Storage Caverns","year":2009,"lang":"en","type":"article","venue":"ISRM International Symposium on Rock Mechanics - SINOROCK 2009","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Salt (chemistry); Geology; Mineralogy; Geotechnical engineering; Chemistry","score_opus":0.010078307318802042,"score_gpt":0.1941633992186717,"score_spread":0.18408509189986966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2904992639","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99415934,0.0000885088,0.004344001,0.00025341127,0.00051760994,0.00028482272,0.000016272561,0.0001333488,0.0002026798],"genre_scores_gemma":[0.9994002,0.000073719115,0.00006739899,0.00024835192,0.000107969434,0.000020809928,0.000011758467,0.000040586692,0.000029195582],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987664,0.000030971092,0.00029422573,0.0003481285,0.0003021605,0.0002580766],"domain_scores_gemma":[0.9994942,0.00008722591,0.000068833906,0.00018029947,0.00005081772,0.00011860235],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000103556515,0.00032913595,0.00031974277,0.00024368992,0.000045217992,0.000043919325,0.00019184637,0.0001380491,0.0000015172903],"category_scores_gemma":[0.000047513222,0.00029562062,0.00006046977,0.00012783795,0.000003937368,0.00012172249,0.00004021522,0.00032118813,0.0000056022186],"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":[0.000115379844,0.00011044982,0.000007717463,0.00008381193,0.0000611116,0.000010851418,0.0010826493,0.09307325,0.8889518,0.012783793,0.000053148735,0.0036660659],"study_design_scores_gemma":[0.00060244265,0.0008084575,0.00012005627,0.0005297406,0.000011320289,0.0000101909645,0.000045683584,0.39493647,0.60129786,0.0013524322,0.000040962077,0.00024435922],"about_ca_topic_score_codex":0.000013743736,"about_ca_topic_score_gemma":0.000022608021,"teacher_disagreement_score":0.30186322,"about_ca_system_score_codex":0.00015627312,"about_ca_system_score_gemma":0.0000111425925,"threshold_uncertainty_score":0.9999496},"labels":[],"label_agreement":null},{"id":"W2906243974","doi":"","title":"Criterion for Crack Initiation in Brittle Rock Under Pore Pressure Elevation","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; University of Calgary","funders":"","keywords":"Geology; Elevation (ballistics); Brittleness; Pore water pressure; Geotechnical engineering; Composite material; Geometry; Materials science; Mathematics","score_opus":0.012820596821869507,"score_gpt":0.2218343177161691,"score_spread":0.2090137208942996,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2906243974","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011101299,0.00041038982,0.9822038,0.00024100783,0.0035507623,0.0011313829,0.00014394417,0.00080137956,0.0004160295],"genre_scores_gemma":[0.99605703,0.00021971612,0.0015373003,0.0002140766,0.0006917892,0.00031200543,0.00033940648,0.0002563167,0.00037233115],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99699736,0.00003853596,0.0008031761,0.00072350045,0.0004330787,0.0010043277],"domain_scores_gemma":[0.99850523,0.0000920521,0.00016052157,0.000633325,0.0004028275,0.00020604157],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005724449,0.00058902235,0.0005407033,0.00058304024,0.00022895947,0.0001566064,0.0004633404,0.0005614256,0.00012283276],"category_scores_gemma":[0.00009232828,0.0007095336,0.00017530401,0.00071779516,0.000002886609,0.00055150257,0.00015323197,0.0004181381,0.00009793166],"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":[0.0000968035,0.00015229033,0.000005430291,0.0007195191,0.00016355836,0.000010148999,0.0008984126,0.5275746,0.39253986,0.07368459,0.0031813837,0.0009734001],"study_design_scores_gemma":[0.0011987406,0.0003587525,0.000008452045,0.00019674988,0.000086323394,0.000028572105,0.00017775699,0.91789293,0.04448881,0.019939799,0.014847104,0.00077602646],"about_ca_topic_score_codex":0.000019846253,"about_ca_topic_score_gemma":0.000103781495,"teacher_disagreement_score":0.9849558,"about_ca_system_score_codex":0.0002657601,"about_ca_system_score_gemma":0.000074531585,"threshold_uncertainty_score":0.99953556},"labels":[],"label_agreement":null},{"id":"W2941861403","doi":"","title":"Numerical Approach for Yield Pillar Design Under Fractured Ground Conditions in Longwall Coal Mining","year":2018,"lang":"en","type":"article","venue":"ISRM International Symposium - 10th Asian Rock Mechanics Symposium","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Longwall mining; Pillar; Mining engineering; Coal; Geology; Coal mining; Yield (engineering); Geotechnical engineering; Petroleum engineering; Engineering; Structural engineering; Waste management; Materials science; Metallurgy","score_opus":0.016788066635415592,"score_gpt":0.2322066405928253,"score_spread":0.2154185739574097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2941861403","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00272195,0.000058318186,0.987033,0.0005954055,0.0030998967,0.0007275235,0.000105726554,0.00043827173,0.005219925],"genre_scores_gemma":[0.9839836,0.000035740257,0.013724594,0.00028362882,0.0008332267,0.00034306597,0.0002778548,0.00017968148,0.00033863328],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9973812,0.000035963294,0.00066573336,0.0006448234,0.0004888038,0.0007834543],"domain_scores_gemma":[0.998836,0.00018352545,0.0001241793,0.0003964009,0.00021851188,0.00024138454],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003445092,0.00052139565,0.0004447224,0.00038198158,0.00019037236,0.00018300844,0.00068930874,0.0003862328,0.000109925684],"category_scores_gemma":[0.000057754383,0.0005926163,0.00019282551,0.00031303152,0.000013362804,0.0003332943,0.000106082676,0.0003742702,0.000045030087],"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":[0.00007990659,0.00016546846,0.000030749732,0.00008158763,0.00025282515,0.000013897115,0.0011698181,0.9289383,0.05812688,0.008961138,0.002105414,0.00007400632],"study_design_scores_gemma":[0.0010058042,0.00028653603,0.000048690566,0.00010990239,0.000054228738,0.00007342634,0.0003543608,0.9792865,0.012849325,0.00147758,0.0037393263,0.0007143023],"about_ca_topic_score_codex":0.00002932651,"about_ca_topic_score_gemma":0.000026741056,"teacher_disagreement_score":0.9812616,"about_ca_system_score_codex":0.00044419843,"about_ca_system_score_gemma":0.00006113638,"threshold_uncertainty_score":0.9996525},"labels":[],"label_agreement":null},{"id":"W2947755587","doi":"10.15273/ijge.2019.01.001","title":"Exploration of Measurement Methods of 3D In-Situ Stresses in Rock Masses","year":2019,"lang":"en","type":"article","venue":"International Journal of Georesources and Environment","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Borehole; Geology; Rock mass classification; Breakout; Geotechnical engineering; Stress (linguistics); Hydraulic fracturing","score_opus":0.018234179867418432,"score_gpt":0.22948315899515573,"score_spread":0.2112489791277373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2947755587","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96553725,0.0010932174,0.032852635,0.000038624163,0.00017909132,0.00004013478,0.0000016247996,0.0000020880223,0.00025535087],"genre_scores_gemma":[0.9940602,0.0009764178,0.0049259984,0.000002366514,0.0000196074,0.000001268923,6.8128855e-7,0.000006762211,0.0000066587654],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992846,0.000013264285,0.00032703707,0.000047434227,0.00026692552,0.000060711038],"domain_scores_gemma":[0.9997859,0.000028091545,0.00010002605,0.00004442638,0.000023093762,0.00001843282],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032711375,0.000061025436,0.0001445627,0.00018478917,0.00000210288,0.0000059367835,0.00009294846,0.000025117666,0.000027926993],"category_scores_gemma":[0.000012738761,0.00005589424,0.000025845911,0.000028064407,0.000004845254,0.000102960075,0.00002749888,0.000069118556,6.407931e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018004832,0.000038695423,0.004546774,0.000043881915,0.00005261661,0.0000035996604,0.00067684916,0.8950379,0.0827336,0.00008866972,0.000004321917,0.01675511],"study_design_scores_gemma":[0.0062157284,0.0010194044,0.21782273,0.002913672,0.000089018555,0.00006775748,0.005870015,0.24976999,0.47890475,0.003218052,0.03330851,0.00080036325],"about_ca_topic_score_codex":0.0000099651115,"about_ca_topic_score_gemma":0.000007915752,"teacher_disagreement_score":0.6452679,"about_ca_system_score_codex":0.000056149256,"about_ca_system_score_gemma":0.000004073363,"threshold_uncertainty_score":0.2279301},"labels":[],"label_agreement":null},{"id":"W2953818880","doi":"10.1016/j.ijmst.2019.06.002","title":"Influence of canopy ratio of powered roof support on longwall working stability – A case study","year":2019,"lang":"en","type":"article","venue":"International Journal of Mining Science and Technology","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":52,"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":"Institute of Infection and Immunity; Research Fund for Coal and Steel","keywords":"Roof; Longwall mining; Coal mining; Mining engineering; Coal; Stage (stratigraphy); Computer simulation; Stability (learning theory); Environmental science; Work (physics); Geotechnical engineering; Geology; Engineering; Civil engineering; Computer science; Mechanical engineering; Simulation; Waste management","score_opus":0.00922051719374621,"score_gpt":0.23882841002815852,"score_spread":0.22960789283441232,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2953818880","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992674,0.000032149488,0.00014671776,0.00003933293,0.00031512312,0.000063169944,0.00000196014,0.000016282442,0.000117849486],"genre_scores_gemma":[0.99945873,0.000007183001,0.0005097844,0.000004619032,0.000009627917,9.973803e-7,8.896317e-8,0.0000053809763,0.000003580661],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99905795,0.0000045586585,0.00035090893,0.00010280584,0.00036841808,0.000115359966],"domain_scores_gemma":[0.9991102,0.00005493777,0.0001639237,0.00012385234,0.0005162154,0.00003086939],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006368036,0.00007127065,0.00017404779,0.00064880797,0.000015872556,0.000013235008,0.00035201243,0.00004200468,0.00000873282],"category_scores_gemma":[0.00021701497,0.00006512743,0.000019035822,0.0003522025,0.00008749536,0.00013085354,0.000066263165,0.00013836763,4.8273756e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006586142,0.00025848276,0.31592354,0.000053912558,0.0002462244,0.0011979213,0.0066683427,0.10807962,0.5366431,0.0024654137,0.000015655023,0.028381946],"study_design_scores_gemma":[0.0059851394,0.008611121,0.07010071,0.0014936865,0.000114727125,0.013096167,0.036066882,0.081239685,0.7809498,0.00089452544,0.0004727717,0.000974804],"about_ca_topic_score_codex":0.000015168188,"about_ca_topic_score_gemma":0.000017026823,"teacher_disagreement_score":0.24582283,"about_ca_system_score_codex":0.000059381637,"about_ca_system_score_gemma":0.000112626774,"threshold_uncertainty_score":0.26558197},"labels":[],"label_agreement":null},{"id":"W2981859909","doi":"10.4095/299588","title":"System scale and deposit scale controls on Ni-Cu-PGE mineralisation in cratonic areas and their margins","year":2017,"lang":"en","type":"report","venue":"","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada","funders":"","keywords":"Geology; Scale (ratio); Geochemistry; Geography; Cartography","score_opus":0.012949331639782702,"score_gpt":0.20401971962508356,"score_spread":0.19107038798530085,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2981859909","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9277828,0.0037025022,0.002152497,0.00003322229,0.0014471228,0.00063415075,0.00009076252,0.00040267917,0.06375432],"genre_scores_gemma":[0.99628735,0.0008219876,0.00015140939,0.0000070990914,0.00016556532,0.000071337,0.000048270434,0.00008782478,0.0023591686],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988155,0.000012491449,0.00033272995,0.00033732379,0.00019267423,0.00030930148],"domain_scores_gemma":[0.9993164,0.000043409706,0.00008051302,0.00039614888,0.000054025004,0.00010952092],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00032886048,0.00037884072,0.0005951901,0.00024135844,0.00006380991,0.00015759785,0.00012133868,0.00033784343,0.00000414257],"category_scores_gemma":[0.00002390416,0.00032644172,0.000054972905,0.00004676197,0.000015002531,0.000084989,0.00005061796,0.00030181717,0.0000039961374],"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":[0.0004062823,0.00083748315,0.2671492,0.107457854,0.0053140945,0.0017993965,0.012841847,0.1434165,0.14411291,0.010836815,0.07071513,0.23511247],"study_design_scores_gemma":[0.004391873,0.0002954357,0.1630634,0.0131087825,0.00029598,0.0011044708,0.00090035435,0.7831594,0.003489417,0.00011442385,0.026550952,0.003525512],"about_ca_topic_score_codex":0.001421605,"about_ca_topic_score_gemma":0.00340964,"teacher_disagreement_score":0.6397429,"about_ca_system_score_codex":0.00025146065,"about_ca_system_score_gemma":0.000047394606,"threshold_uncertainty_score":0.99991876},"labels":[],"label_agreement":null},{"id":"W2990092193","doi":"10.17159/2411-9717/17/036/2019","title":"Orthogonal array analysis of overburden failure due to mining of multiple coal seams","year":2019,"lang":"en","type":"article","venue":"Journal of the Southern African Institute of Mining and Metallurgy","topic":"Geomechanics and Mining Engineering","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":"Geomechanica (Canada)","funders":"Priority Academic Program Development of Jiangsu Higher Education Institutions; China Scholarship Council; University of the Pacific","keywords":"Overburden; Coal mining; Mining engineering; Geology; Coal; Geotechnical engineering; Petroleum engineering; Engineering; Waste management","score_opus":0.0069027703994325425,"score_gpt":0.18244691322853274,"score_spread":0.1755441428291002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2990092193","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99057287,0.00016859983,0.008194007,0.000026929098,0.00046437432,0.0000669921,0.000041671912,0.000010199245,0.0004543612],"genre_scores_gemma":[0.9898168,0.000008005099,0.009951232,0.0000058413348,0.000044409753,0.0000010522466,0.000001437226,0.000022999871,0.00014822924],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99873203,0.000022432767,0.00061600236,0.00011153268,0.0003349602,0.00018301212],"domain_scores_gemma":[0.9990294,0.000088508335,0.00041340926,0.00024003391,0.00012819323,0.0001004459],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046805598,0.00016556971,0.0007455675,0.0004352797,0.000023860386,0.000010400156,0.00030493687,0.000070927344,0.000026200993],"category_scores_gemma":[0.00012266335,0.00012411292,0.00034952856,0.00053697726,0.000043290664,0.00007775184,0.00006269293,0.00013490875,8.263708e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000582722,0.00003515459,0.0036168268,0.00015495303,0.0028027478,0.0000065283493,0.011093468,0.8384383,0.14188154,0.00012449549,0.00003501691,0.0017527256],"study_design_scores_gemma":[0.012799821,0.003313538,0.04898945,0.0069205863,0.019099483,0.0007455676,0.16922,0.5337445,0.1350384,0.00016061879,0.06598491,0.003983121],"about_ca_topic_score_codex":0.000031829346,"about_ca_topic_score_gemma":0.00008462485,"teacher_disagreement_score":0.3046938,"about_ca_system_score_codex":0.000023065937,"about_ca_system_score_gemma":0.00005579543,"threshold_uncertainty_score":0.50611776},"labels":[],"label_agreement":null},{"id":"W3046035963","doi":"10.1007/s12517-020-05722-y","title":"Study on optimum layout of roadway in close coal seam","year":2020,"lang":"en","type":"article","venue":"Arabian Journal of Geosciences","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"National Natural Science Foundation of China","keywords":"Roof; Coal; Coal mining; Mining engineering; Excavation; Problems in coal mining; Computer simulation; Geology; Geotechnical engineering; Deformation (meteorology); Stage (stratigraphy); Engineering; Structural engineering","score_opus":0.024162167068031162,"score_gpt":0.23290815805789858,"score_spread":0.2087459909898674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3046035963","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997983,0.000098813696,0.0009559077,0.00012716389,0.00036091806,0.00005623817,0.000001973293,0.00001405073,0.00040192885],"genre_scores_gemma":[0.99944776,0.000011977183,0.00044626024,0.000024497978,0.000054104214,7.1202965e-7,8.98552e-8,0.000007692571,0.0000068818804],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991787,0.000014332151,0.0003109198,0.00008390343,0.00025645082,0.0001556859],"domain_scores_gemma":[0.9997025,0.000030375351,0.00007065054,0.00006798839,0.000029726727,0.00009874624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003371394,0.00008376097,0.00020244066,0.00014232559,0.000015939757,0.000019020234,0.0002638113,0.000022078433,0.000009939475],"category_scores_gemma":[0.00006385071,0.00007003232,0.00004560079,0.00028119306,0.000016991688,0.00012095911,0.000018972549,0.00017430914,0.0000035845633],"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":[0.000037808248,0.00024079464,0.030287681,0.00005454014,0.0000555947,0.00025978716,0.01804155,0.9331446,0.011300225,0.00035183283,0.00030844694,0.005917099],"study_design_scores_gemma":[0.008265993,0.02071304,0.36435014,0.0011898492,0.0001400901,0.00025075066,0.06227006,0.49452806,0.03966433,0.0010590705,0.005691302,0.0018773028],"about_ca_topic_score_codex":0.000005221506,"about_ca_topic_score_gemma":0.0000054321204,"teacher_disagreement_score":0.43861657,"about_ca_system_score_codex":0.000013781325,"about_ca_system_score_gemma":0.000020891353,"threshold_uncertainty_score":0.28558353},"labels":[],"label_agreement":null},{"id":"W3115004064","doi":"10.33915/etd.892","title":"Longwall weighting events at Phalen Colliery, Nova Scotia, Canada","year":2000,"lang":"en","type":"dissertation","venue":"","topic":"Geomechanics and Mining 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":"Roof; Coal mining; Longwall mining; Mining engineering; Geology; Coal; Weighting; Geotechnical engineering; Engineering; Civil engineering; Waste management","score_opus":0.004374635652919617,"score_gpt":0.17753255853131006,"score_spread":0.17315792287839044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3115004064","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8831578,0.00085330737,0.00010714684,0.000007704484,0.00474211,0.0002501661,0.00006010025,0.00038824786,0.110433415],"genre_scores_gemma":[0.91948754,0.00010286,0.0003853512,0.000022761182,0.00018366595,0.000013366084,0.001248147,0.00019151557,0.0783648],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986578,0.0000042193255,0.0003198613,0.00026810475,0.00030608458,0.00044388758],"domain_scores_gemma":[0.9995227,0.00002388013,0.000041829764,0.00024891132,0.000035650406,0.00012706114],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000052441388,0.00037408923,0.00032509596,0.000123139,0.000049627157,0.00002119169,0.0002227034,0.00022993589,0.0019113685],"category_scores_gemma":[0.000007163975,0.00041677942,0.000073870906,0.00015407783,0.0000015304588,0.000044852135,0.000016154943,0.00027134723,0.00015034307],"study_design_candidate":"not_applicable","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":[0.0001665682,0.00012410793,0.00088612904,0.006865562,0.0023639398,0.00065679784,0.0024522224,0.48681948,0.025409495,0.0006320117,0.4091492,0.064474516],"study_design_scores_gemma":[0.0036447109,0.0001729271,0.014712918,0.004312335,0.0007736723,0.00016930056,0.0014148606,0.2818692,0.1105649,0.0002175222,0.5715848,0.010562788],"about_ca_topic_score_codex":0.15463054,"about_ca_topic_score_gemma":0.9278435,"teacher_disagreement_score":0.77321297,"about_ca_system_score_codex":0.00052810274,"about_ca_system_score_gemma":0.0001722038,"threshold_uncertainty_score":0.9998284},"labels":[],"label_agreement":null},{"id":"W3129369310","doi":"10.3390/en14051237","title":"Research on the Transmission of Stresses by Roof Cutting near Gob Rocks","year":2021,"lang":"en","type":"article","venue":"Energies","topic":"Geomechanics and Mining Engineering","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":"McGill University","funders":"National Natural Science Foundation of China","keywords":"Roof; Geology; Geotechnical engineering; Overburden; Excavation; Stress (linguistics); Overburden pressure; Coal mining; Deformation (meteorology); Mining engineering; Stress field; Coal; Engineering; Structural engineering; Finite element method","score_opus":0.02241483276500615,"score_gpt":0.25453052033828416,"score_spread":0.232115687573278,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3129369310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9889658,0.002729845,0.0024062528,0.00017583303,0.00013902591,0.000031729116,0.000007334311,0.00010863887,0.005435546],"genre_scores_gemma":[0.99870926,0.000284318,0.00042649885,0.0000063627003,0.00002908151,0.000007891549,0.0000054201655,0.000023017832,0.00050816895],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994046,0.000022043767,0.000104135695,0.00009259002,0.00019340003,0.00018320623],"domain_scores_gemma":[0.9995606,0.0001840999,0.000008105293,0.00017231332,0.000047799178,0.000027062913],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017032273,0.0000729487,0.000088573135,0.000036006502,0.000076193246,0.000033695185,0.00011340796,0.00004317841,0.000067447814],"category_scores_gemma":[0.00003768477,0.000055752902,0.000031979835,0.00020354285,0.000012885965,0.000028479419,0.000027724669,0.00018113945,0.0000041202547],"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":[0.0000016613204,0.000011112611,0.0000038908543,0.00006794423,0.000020213287,0.0000047898284,0.00057561975,0.82554364,0.1565217,0.0017583637,0.0071558147,0.00833525],"study_design_scores_gemma":[0.00007328996,0.000027031861,0.000012547594,0.00015256056,0.0000033916522,0.000001322423,0.0014296761,0.062085543,0.88870305,0.00017244028,0.04725726,0.00008191863],"about_ca_topic_score_codex":0.000014459432,"about_ca_topic_score_gemma":0.000003292193,"teacher_disagreement_score":0.7634581,"about_ca_system_score_codex":0.000012751535,"about_ca_system_score_gemma":0.00001598648,"threshold_uncertainty_score":0.22735374},"labels":[],"label_agreement":null},{"id":"W3145096650","doi":"10.82308/20299","title":"Laboratory investigation into soundless chemical demolition agents for rock breakage in underground mines","year":2019,"lang":"en","type":"article","venue":"eScholarship@McGill (McGill)","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Demolition; Breakage; Mining engineering; Geology; Underground mining (soft rock); Forensic engineering; Engineering; Waste management; Coal mining; Civil engineering; Computer science; Coal","score_opus":0.011030181556194998,"score_gpt":0.19950874913585537,"score_spread":0.18847856757966036,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3145096650","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973249,0.00009706865,0.000074797106,0.000009367937,0.0006424772,0.00052362424,0.00012404675,0.000323075,0.0008806835],"genre_scores_gemma":[0.99784875,0.000021233222,0.0014079831,0.00009565481,0.000032579585,0.00014488441,0.00010392926,0.000116410854,0.00022860024],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99846876,0.00003532654,0.00041612115,0.0003942414,0.00022792854,0.0004576234],"domain_scores_gemma":[0.9992258,0.00012870645,0.000063811516,0.00031377305,0.000103013284,0.00016488289],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00037987495,0.00031012052,0.00033280277,0.00023517947,0.000110514105,0.00005164161,0.0002336016,0.00027301817,0.000021080186],"category_scores_gemma":[0.00017385885,0.0003673495,0.00008860205,0.00039167167,0.000009694116,0.00055293326,0.00006751869,0.00031085173,0.000080460544],"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":[0.000019908646,0.000051999286,0.00014488904,0.003019679,0.0000789507,0.000008396308,0.000027603743,0.01917823,0.92154676,0.054369282,0.000013069845,0.0015412157],"study_design_scores_gemma":[0.0048841913,0.00021269154,0.0014375004,0.0025746631,0.00015441209,0.000034204724,0.00043695155,0.099451035,0.7733637,0.09723641,0.017428461,0.002785793],"about_ca_topic_score_codex":0.00004753314,"about_ca_topic_score_gemma":0.000120319055,"teacher_disagreement_score":0.14818309,"about_ca_system_score_codex":0.0005486425,"about_ca_system_score_gemma":0.000013565752,"threshold_uncertainty_score":0.99987787},"labels":[],"label_agreement":null},{"id":"W3145458412","doi":"","title":"Deep mine cooling,a case for Northern Ontario:Part I","year":2016,"lang":"en","type":"article","venue":"矿业科学技术学报：英文版","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geology; History","score_opus":0.010301083328515719,"score_gpt":0.1815187953399,"score_spread":0.17121771201138428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3145458412","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85943156,0.00021249402,0.13708259,0.00004711317,0.0013065573,0.0002317321,0.000026680287,0.00043399967,0.0012272532],"genre_scores_gemma":[0.99382615,0.000010674409,0.0024509958,0.000023589902,0.00026421278,0.00008615925,0.000011283795,0.000084987616,0.003241944],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990875,0.000003204739,0.00021433896,0.00019981663,0.000090890644,0.00040425244],"domain_scores_gemma":[0.9994528,0.00006676293,0.000024648414,0.00028071983,0.000054311568,0.00012070292],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010960002,0.00019723132,0.00019211095,0.0000751311,0.000055932996,0.000023934352,0.000116030875,0.000094135146,0.00013846347],"category_scores_gemma":[0.00003581258,0.00016114232,0.000088627006,0.00006935182,0.000008924891,0.00008004863,0.000027682298,0.000084296706,0.00009570816],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029978494,0.000438841,0.0124080265,0.0016342663,0.0018324396,0.0049455566,0.025360722,0.36826217,0.11940893,0.009111414,0.055802677,0.40049517],"study_design_scores_gemma":[0.0033634836,0.0002856796,0.00048490101,0.00028479623,0.00014001648,0.0012312462,0.00042599236,0.10286534,0.01235353,0.0003453134,0.87665987,0.0015598189],"about_ca_topic_score_codex":0.0016136767,"about_ca_topic_score_gemma":0.15428498,"teacher_disagreement_score":0.8208572,"about_ca_system_score_codex":0.00015109958,"about_ca_system_score_gemma":0.000022252763,"threshold_uncertainty_score":0.8611471},"labels":[],"label_agreement":null},{"id":"W3171445470","doi":"","title":"On the mechanism of pillar rockbursts induced by exponential blasting stresses in underground mining","year":2020,"lang":"en","type":"article","venue":"ISRM International Symposium - EUROCK 2020","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Rock blasting; Underground mining (soft rock); Mining engineering; Geology; Pillar; Geotechnical engineering; Mechanism (biology); Coal mining; Forensic engineering; Engineering; Structural engineering; Coal","score_opus":0.012207592667691086,"score_gpt":0.19410121825291254,"score_spread":0.18189362558522146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3171445470","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98220176,0.000050459268,0.012255363,0.0014564174,0.00094184215,0.00012623411,0.000034994377,0.00013700395,0.0027959538],"genre_scores_gemma":[0.99942285,0.000037157104,0.000098798315,0.00017472792,0.0001544607,0.000013224587,0.000019915302,0.000047382873,0.0000315104],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989575,0.000017753155,0.00030302475,0.00021074031,0.0003162787,0.00019469793],"domain_scores_gemma":[0.99956405,0.00016265585,0.00006290285,0.000107287626,0.00003880656,0.0000643128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006863362,0.00017801386,0.00015848532,0.000053178584,0.00003401577,0.000046073557,0.00035276904,0.000061801395,0.00006963931],"category_scores_gemma":[0.000108553766,0.00016733554,0.000053691594,0.00018859738,0.000005522623,0.00008895726,0.00010052487,0.00021237604,0.000015562553],"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":[0.000021364796,0.000031883974,0.000042547857,0.000048628855,0.00009243052,0.000014720621,0.0008767746,0.12783724,0.86298,0.005915955,0.0019302253,0.00020824223],"study_design_scores_gemma":[0.0009114728,0.0002608252,0.00015146642,0.000286929,0.000024842027,0.000009490248,0.0006159647,0.71405375,0.27957273,0.00053568836,0.0030680038,0.00050882355],"about_ca_topic_score_codex":0.000015289974,"about_ca_topic_score_gemma":0.000008427884,"teacher_disagreement_score":0.5862165,"about_ca_system_score_codex":0.000050521743,"about_ca_system_score_gemma":0.000010141968,"threshold_uncertainty_score":0.68237454},"labels":[],"label_agreement":null},{"id":"W3172869309","doi":"10.17612/p7z59j","title":"Uniform quartz - Silver nanoparticle injection experiment","year":2016,"lang":"en","type":"article","venue":"Digital Rocks Portal","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Nanoparticle; Quartz; Silver nanoparticle; Materials science; Nanotechnology; Metallurgy","score_opus":0.006058845830375708,"score_gpt":0.18434241252033756,"score_spread":0.17828356668996184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3172869309","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9683225,0.0000664008,0.016022274,0.000013953139,0.000504083,0.000062906736,0.000016132286,0.00048426574,0.014507446],"genre_scores_gemma":[0.9989505,0.0000037422574,0.000039724386,0.000005582187,0.00005993493,0.000014928694,0.0000061716623,0.00003042088,0.00088899315],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99937296,8.23868e-7,0.0001599261,0.00011480994,0.0001145496,0.00023691478],"domain_scores_gemma":[0.9997436,0.0000106531525,0.000014464286,0.00013138216,0.000014761895,0.000085143445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000026829,0.0001162329,0.00008489291,0.000049360217,0.000024547486,0.000047559657,0.000060149094,0.00004146304,0.00009271386],"category_scores_gemma":[0.000012617563,0.00009055953,0.000047213805,0.000071966264,0.0000061785654,0.00035251823,0.00002254648,0.00003668886,0.00019470994],"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":[0.00002951519,0.00019763128,0.0027313966,0.00007363055,0.00022165597,0.00013234826,0.0012139352,0.043153074,0.772426,0.005477586,0.012446385,0.16189684],"study_design_scores_gemma":[0.0015861104,0.00049568823,0.00070752075,0.00016297336,0.000022022525,0.00016892911,0.00074995635,0.028822308,0.87948793,0.001228258,0.085262366,0.0013059322],"about_ca_topic_score_codex":0.0000026855041,"about_ca_topic_score_gemma":0.0000030110493,"teacher_disagreement_score":0.1605909,"about_ca_system_score_codex":0.000038927516,"about_ca_system_score_gemma":0.00000667191,"threshold_uncertainty_score":0.36929104},"labels":[],"label_agreement":null},{"id":"W3181048644","doi":"10.82308/26291","title":"Numerical modelling study of rock support system for deep mine haulage drift","year":2010,"lang":"en","type":"article","venue":"eScholarship@McGill (McGill)","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Haulage; Geology; Mining engineering; Geotechnical engineering; Computer science; Algorithm","score_opus":0.012740142699239542,"score_gpt":0.19987789210805948,"score_spread":0.18713774940881994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3181048644","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.989588,0.00002733358,0.0049494863,0.0000015695459,0.0014677735,0.00072045496,0.00014226609,0.0006503,0.002452816],"genre_scores_gemma":[0.9939317,0.0000039560796,0.0055222716,0.000007493173,0.000054198437,0.00015615368,0.000024090848,0.00018896538,0.00011115021],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978253,0.000026404003,0.0006919155,0.0004687611,0.00036946143,0.0006181433],"domain_scores_gemma":[0.99872607,0.00012274881,0.00011023845,0.0006140645,0.00016890609,0.0002579725],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00056580594,0.00041504944,0.0005754595,0.00023764645,0.00023825432,0.00003369351,0.0004300624,0.00025600585,0.00003144739],"category_scores_gemma":[0.0000889889,0.00045074095,0.00018348687,0.00031439064,0.0000072397575,0.0002661766,0.000085234715,0.0006603202,0.00003448621],"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":[0.000024604948,0.00020501675,0.000021390106,0.000488632,0.00016403105,0.000028181374,0.000026885746,0.8912005,0.090808086,0.011943608,0.0000023622447,0.0050867274],"study_design_scores_gemma":[0.0018197645,0.0004645619,0.00003083045,0.000088344226,0.00014728987,0.00005494474,0.00041588352,0.9118436,0.07527768,0.0003796124,0.008666191,0.00081127934],"about_ca_topic_score_codex":0.00005852352,"about_ca_topic_score_gemma":0.00007095759,"teacher_disagreement_score":0.020643143,"about_ca_system_score_codex":0.00011581352,"about_ca_system_score_gemma":0.000008261891,"threshold_uncertainty_score":0.9997944},"labels":[],"label_agreement":null},{"id":"W3184267929","doi":"10.20944/preprints202107.0657.v1","title":"Comparative Study of Excavation Length Effect on Stope Stability in Underground Mining","year":2021,"lang":"en","type":"preprint","venue":"Preprints.org","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; Western Canada Research Grid; Compute Canada","keywords":"Excavation; Mining engineering; Stability (learning theory); Geotechnical engineering; Geology; Engineering; Computer science","score_opus":0.12771046052232687,"score_gpt":0.3255242079714132,"score_spread":0.1978137474490863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3184267929","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99586236,0.0000774443,0.0004796822,0.0000044733506,0.00078162644,0.00094390113,0.0000066624534,0.0001918585,0.0016519972],"genre_scores_gemma":[0.99953,0.000017609018,0.00010816324,0.0000024009785,0.00003537593,0.00020248732,0.000033128767,0.000051408802,0.000019428891],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99792916,0.00017152177,0.00060917495,0.0006670008,0.00033888264,0.0002842474],"domain_scores_gemma":[0.9985156,0.00025829262,0.00012938547,0.0009461178,0.00008794743,0.00006263113],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0009038631,0.000395918,0.0008171868,0.00026040457,0.00002800258,0.000022916009,0.00031548363,0.00022354757,0.00009008224],"category_scores_gemma":[0.00014477303,0.00045014688,0.00010200479,0.00025233455,0.000014861796,0.000078998244,0.00054312276,0.0008704506,0.00001806759],"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":[0.000043066608,0.000528591,0.2281926,0.0008673164,0.00029650674,0.000018441056,0.01900198,0.73009115,0.020505534,0.00004999931,0.0000028244488,0.00040196098],"study_design_scores_gemma":[0.0017478097,0.0004330505,0.7842521,0.0011203152,0.00010385267,0.0000021333813,0.0089739775,0.05128562,0.15101838,0.0000967341,0.00003060887,0.00093541574],"about_ca_topic_score_codex":0.00015976334,"about_ca_topic_score_gemma":0.00035971793,"teacher_disagreement_score":0.67880553,"about_ca_system_score_codex":0.00032140728,"about_ca_system_score_gemma":0.000047047553,"threshold_uncertainty_score":0.999795},"labels":[],"label_agreement":null},{"id":"W3189847143","doi":"","title":"A Numerical Modeling Investigation of Coupled-Mechanism Subsidence Over an Underground Carlin Trend Mine","year":2020,"lang":"en","type":"article","venue":"54th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Subsidence; Geology; Ground subsidence; Mechanism (biology); Numerical modeling; Underground mining (soft rock); Mining engineering; Numerical models; Geotechnical engineering; Coal mining; Geomorphology; Engineering; Waste management","score_opus":0.019198169228094693,"score_gpt":0.2089464709644599,"score_spread":0.1897483017363652,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3189847143","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1619802,0.00037164745,0.83449966,0.00020874607,0.0012464519,0.00052197604,0.00007958593,0.0010252221,0.00006649928],"genre_scores_gemma":[0.99572504,0.00032914398,0.0026893741,0.00028247264,0.00035116222,0.00008917367,0.00018467006,0.00032332432,0.000025669291],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9957448,0.00007327954,0.0012080908,0.0010165407,0.0008893408,0.0010679237],"domain_scores_gemma":[0.9977419,0.00008717241,0.000253135,0.00084236247,0.00021486665,0.00086061435],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00047474357,0.00087124616,0.0009970029,0.00039314915,0.00018405852,0.0001292056,0.0008791798,0.00054339756,0.00009982588],"category_scores_gemma":[0.000076520395,0.0010131667,0.00028341645,0.0011713698,0.000006308472,0.0007170477,0.00023738439,0.0007355849,0.000041396044],"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":[0.000028101033,0.00003378936,0.0000022384022,0.00026826307,0.00008740823,0.000016298825,0.00087144587,0.61626023,0.354159,0.028174264,0.000049184593,0.000049794366],"study_design_scores_gemma":[0.00090025103,0.0005674036,6.3372454e-7,0.00014385291,0.00013818272,0.00003186263,0.0003678625,0.93841636,0.04676471,0.01162649,0.00008237905,0.00095998164],"about_ca_topic_score_codex":0.00013639219,"about_ca_topic_score_gemma":0.000072529336,"teacher_disagreement_score":0.8337448,"about_ca_system_score_codex":0.00025166085,"about_ca_system_score_gemma":0.00013629322,"threshold_uncertainty_score":0.9992319},"labels":[],"label_agreement":null},{"id":"W4200345021","doi":"10.18280/acsm.450503","title":"Stability Analysis of Slope Based on Limit Equilibrium Method and Strength Reduction Method","year":2021,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Strength reduction; Slope stability analysis; Instability; Reduction (mathematics); Limit (mathematics); Slope stability; Stability (learning theory); Arc (geometry); Mechanics; Finite element method; Plane (geometry); Current (fluid); Mode (computer interface); Geotechnical engineering; Geology; Structural engineering; Mathematics; Geometry; Engineering; Physics; Mathematical analysis; Computer science","score_opus":0.03531331960129185,"score_gpt":0.2851265853068212,"score_spread":0.24981326570552936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200345021","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54667956,0.00013084336,0.45211884,0.00004138104,0.00011956709,0.00004331778,0.000018869341,0.00008268816,0.000764941],"genre_scores_gemma":[0.7784471,0.000035668225,0.22145036,0.00001414953,0.000015967431,0.0000050701456,0.000007759199,0.00001227371,0.000011668123],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988259,0.000052592168,0.00021808957,0.0003314343,0.0002526649,0.00031933727],"domain_scores_gemma":[0.9991624,0.00015502762,0.000040130693,0.00036567112,0.00014297069,0.00013380838],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012862908,0.00014033489,0.00027262894,0.00038147604,0.000066131586,0.00006642585,0.00016863171,0.000051192572,0.000061096325],"category_scores_gemma":[0.0003113738,0.00014171752,0.00009564064,0.0017722229,0.00009303753,0.00016463816,0.00005678979,0.00012271301,0.0000012637347],"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":[0.0000062086724,0.000031947508,0.00013871497,0.000109481625,0.000085964115,0.0000033844942,0.00051634875,0.66454244,0.3170123,0.00083031843,0.000015154736,0.016707752],"study_design_scores_gemma":[0.000074935575,0.00003237418,0.0037882747,0.000026053405,0.00011197946,0.0000062277954,0.0002146332,0.7563346,0.23891926,0.00030230332,0.00007407215,0.00011528252],"about_ca_topic_score_codex":0.0000115864295,"about_ca_topic_score_gemma":0.000010242011,"teacher_disagreement_score":0.23176754,"about_ca_system_score_codex":0.00007773664,"about_ca_system_score_gemma":0.00010783312,"threshold_uncertainty_score":0.57790726},"labels":[],"label_agreement":null},{"id":"W4211037757","doi":"10.1201/9781003188339-62","title":"A numerical investigation on the influence of rockmass parameters and yield mechanics in pillar design","year":2021,"lang":"en","type":"book-chapter","venue":"","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Pillar; Yield (engineering); Mechanics; Engineering; Geotechnical engineering; Materials science; Structural engineering; Composite material; Physics","score_opus":0.034388287506705785,"score_gpt":0.1758489325308295,"score_spread":0.14146064502412373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4211037757","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15927324,0.0027259775,0.7747599,0.00057664834,0.0010800479,0.0023976457,0.0000378184,0.00085410586,0.05829463],"genre_scores_gemma":[0.99301314,0.0004624991,0.0039040921,0.00013028007,0.000014109719,0.000022921828,0.0000049069577,0.00007892611,0.0023691198],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993373,0.000006994597,0.00022541877,0.00016099605,0.00014145311,0.00012784346],"domain_scores_gemma":[0.9994329,0.00025673347,0.00003784214,0.00020290482,0.000026080827,0.000043493485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014978641,0.00019705901,0.00023857914,0.00010540222,0.000012645759,0.00001620553,0.000094400806,0.0001857793,0.000020573907],"category_scores_gemma":[0.000084481035,0.00016357785,0.000036280468,0.00005207856,0.000008545919,0.000026979566,0.000028790479,0.00029920915,0.0000032580056],"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":[0.0000020290809,0.0000017268687,0.0000012681161,0.00008437126,0.00003650454,0.000008623053,0.00009626734,0.90777737,0.0031170498,0.08832572,0.00008979201,0.00045925265],"study_design_scores_gemma":[0.00023573764,0.00022687606,0.000036910114,0.0021752443,0.000060139013,0.000019203342,0.00006643811,0.93512005,0.027349032,0.032187626,0.0016498732,0.0008729042],"about_ca_topic_score_codex":0.0000147469755,"about_ca_topic_score_gemma":0.0000059920444,"teacher_disagreement_score":0.83373994,"about_ca_system_score_codex":0.000034003828,"about_ca_system_score_gemma":0.000018901943,"threshold_uncertainty_score":0.6670511},"labels":[],"label_agreement":null},{"id":"W4213012224","doi":"10.1007/978-1-4020-2116-9_7","title":"Excavation design in massive elastic rock","year":2007,"lang":"en","type":"book-chapter","venue":"","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Excavation; Geology; Mining engineering; Geotechnical engineering","score_opus":0.02574754484207499,"score_gpt":0.19582675201868768,"score_spread":0.17007920717661268,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4213012224","genre_codex":"methods","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000013952396,0.00018174112,0.6582738,0.0000024798849,0.00035522183,0.00012362588,0.0000019105632,0.00023212291,0.34081516],"genre_scores_gemma":[0.21575505,0.00052156247,0.024464214,0.00005884735,0.00046966874,0.0000410385,0.00008268692,0.00054161594,0.75806534],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931544,0.0000011614934,0.00022022823,0.00014469265,0.000116992494,0.00020151053],"domain_scores_gemma":[0.99972034,0.00005694001,0.000022021897,0.0001343059,0.000021684606,0.00004468602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000099839985,0.00022354396,0.0001928003,0.00034260168,0.00000874818,0.000013485017,0.00007888177,0.00026989472,0.00031172097],"category_scores_gemma":[0.000010134548,0.00024506298,0.00003920569,0.00003224465,0.0000018282111,0.00003534407,0.000016652963,0.00027784932,0.00021799016],"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":[0.0000020775187,0.0000018963564,2.4420123e-7,0.00007081854,0.000027918883,0.00003907955,0.000039843908,0.9334654,0.00036629598,0.060585927,0.0010796378,0.004320819],"study_design_scores_gemma":[0.00038575692,0.00006543629,0.000014174482,0.00052337704,0.0000362994,0.000011171601,0.000013904993,0.9237155,0.0012787062,0.0100768665,0.06287661,0.0010022257],"about_ca_topic_score_codex":0.0000019793245,"about_ca_topic_score_gemma":0.000011378589,"teacher_disagreement_score":0.63380957,"about_ca_system_score_codex":0.0001208285,"about_ca_system_score_gemma":0.000011035123,"threshold_uncertainty_score":0.9993379},"labels":[],"label_agreement":null},{"id":"W4232941218","doi":"10.1007/1-4020-2116-x_7","title":"Excavation design in massive elastic rock","year":2005,"lang":"en","type":"book-chapter","venue":"Kluwer Academic Publishers eBooks","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Excavation; Geology; Mining engineering; Geotechnical engineering; Seismology","score_opus":0.018901100211736598,"score_gpt":0.19777026961529373,"score_spread":0.17886916940355713,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4232941218","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00013274456,0.001317972,0.079899624,0.00007821306,0.0019670092,0.0007409159,0.000020346924,0.001019899,0.9148233],"genre_scores_gemma":[0.14545524,0.00019055039,0.0028205141,0.0002515319,0.0015542267,0.00022255606,0.00012688257,0.0007932373,0.84858525],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9979662,0.000010582679,0.0006278927,0.00044506177,0.0003679022,0.00058238494],"domain_scores_gemma":[0.9992111,0.000108584754,0.00011529205,0.0003325539,0.000060163613,0.00017235789],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["research_integrity"],"category_scores_codex":[0.00033438555,0.00057282054,0.00048656974,0.0007770488,0.000032989654,0.00013525425,0.00048287987,0.001336934,0.00020289503],"category_scores_gemma":[0.0000629105,0.00066574337,0.000114069706,0.000049465478,0.000015820317,0.00041817682,0.0000871037,0.0023066,0.0001433098],"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":[0.000022159433,0.0000067874726,0.0000037223665,0.00030657733,0.0002735105,0.000080816564,0.0009904554,0.76130676,0.0020423415,0.03812381,0.1537663,0.04307673],"study_design_scores_gemma":[0.0010820376,0.00006540885,0.000013789115,0.0011550607,0.00012868912,0.000044029028,0.000049222766,0.2062496,0.00066264515,0.019876784,0.7685785,0.0020942355],"about_ca_topic_score_codex":0.0000028269708,"about_ca_topic_score_gemma":0.000004059972,"teacher_disagreement_score":0.6148122,"about_ca_system_score_codex":0.00049152505,"about_ca_system_score_gemma":0.00008435591,"threshold_uncertainty_score":0.9999951},"labels":[],"label_agreement":null},{"id":"W4234197820","doi":"10.2495/tdi-v1-n3-520-528/022","title":"CHARACTERISTICS OF CORRUGATION IN SHANGHAI METRO AND SUGGESTED MAINTENANCE THRESHOLD FOR AMPLITUDE","year":2016,"lang":"en","type":"book-chapter","venue":"WIT transactions on state-of-the-art in science and engineering","topic":"Geomechanics and Mining Engineering","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":"Ministry of Education and Child Care","funders":"","keywords":"Amplitude; Environmental science; Transport engineering; Telecommunications; Engineering; Physics; Optics","score_opus":0.01069585195204528,"score_gpt":0.19727915199594764,"score_spread":0.18658330004390236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4234197820","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41296664,0.00049341755,0.58023334,0.00009481922,0.0021726554,0.0015042493,0.000566402,0.00010126165,0.0018672328],"genre_scores_gemma":[0.9984228,0.00023882573,0.0005479496,0.0000034766572,0.0000064842006,0.000025161538,0.0000010201026,0.000032387154,0.0007219066],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99900043,0.0000016578193,0.00037849977,0.00018624017,0.00021847825,0.00021468922],"domain_scores_gemma":[0.99950397,0.00008018877,0.000076298835,0.00021902141,0.00008301981,0.000037512174],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031320643,0.00017997941,0.0002982673,0.00036252846,0.000031063333,0.000012035706,0.00018331512,0.000076772005,0.0000021932437],"category_scores_gemma":[0.000027121188,0.00013805313,0.000053053143,0.00022652255,0.00010204481,0.00010260778,0.000012008314,0.0001909093,1.93185e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010762138,0.00009182738,0.0008349026,0.00476028,0.00017009136,0.000005704002,0.0028120754,0.6608042,0.18751267,0.043072987,0.000036917038,0.099790685],"study_design_scores_gemma":[0.0033865927,0.00047506628,0.02826422,0.017007641,0.00020657314,0.000039507704,0.00014934251,0.8483238,0.085960224,0.006430042,0.0075699757,0.0021869794],"about_ca_topic_score_codex":0.0000041852963,"about_ca_topic_score_gemma":0.00003590639,"teacher_disagreement_score":0.58545613,"about_ca_system_score_codex":0.000090446396,"about_ca_system_score_gemma":0.000036569483,"threshold_uncertainty_score":0.5629644},"labels":[],"label_agreement":null},{"id":"W4236498976","doi":"10.1007/s10706-007-9167-y","title":"Design and Application of Underground Mine Paste Backfill Technology","year":2007,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Sciences and Engineering Research Council of Canada; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Hydrogeology; Mining engineering; Underground mining (soft rock); Geotechnical engineering; Engineering; Mine safety; Coal mining; Geology; Civil engineering; Environmental science; Forensic engineering; Waste management","score_opus":0.006485504991706349,"score_gpt":0.1814732960988578,"score_spread":0.17498779110715143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4236498976","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30719694,0.00068054604,0.6915104,0.00004788335,0.000039114046,0.00011261427,7.8287644e-7,0.00036788156,0.000043821994],"genre_scores_gemma":[0.969608,0.00015062248,0.030159483,0.000008463924,0.000024942008,0.000017081935,0.0000022583608,0.000019505325,0.000009609704],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913186,0.000003152466,0.0002661939,0.00019994967,0.00008210035,0.00031677398],"domain_scores_gemma":[0.9995682,0.00013904022,0.000022909435,0.00014896235,0.000023327888,0.00009754034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002659945,0.00017157372,0.0002420828,0.0001730997,0.000024353547,0.000007921109,0.0000971178,0.00027139284,0.0000035368503],"category_scores_gemma":[0.00005367936,0.00015620602,0.000023320938,0.00027938533,0.000053791813,0.000040933326,0.000089121095,0.00024179116,0.0000016485976],"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":[0.000010881114,0.000020439034,0.00009914583,0.00014739523,0.000033179407,0.00001249927,0.00001774842,0.8354149,0.105656095,0.015605217,0.000011347026,0.04297118],"study_design_scores_gemma":[0.00026650753,0.0001364474,0.0021086659,0.000033559543,0.000016594598,0.00007854572,0.000024707984,0.9871748,0.0062846425,0.0017646432,0.0018470926,0.0002637635],"about_ca_topic_score_codex":0.000004352765,"about_ca_topic_score_gemma":0.0000010486806,"teacher_disagreement_score":0.6624111,"about_ca_system_score_codex":0.000014698177,"about_ca_system_score_gemma":0.0000021806006,"threshold_uncertainty_score":0.63698965},"labels":[],"label_agreement":null},{"id":"W4242783512","doi":"10.1061/9780784480069.001","title":"Application of Coal Fly Ash to Replace Lime in the Management of Reactive Mine Tailings","year":2016,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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":"Western University","funders":"Natural Resources Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Lime; Tailings; Fly ash; Waste management; Coal mining; Tonne; Environmental science; Coal; Acid mine drainage; Drainage; Greenhouse gas; Mining engineering; Engineering; Chemistry; Metallurgy; Geology","score_opus":0.00500946230112937,"score_gpt":0.19134748868019896,"score_spread":0.1863380263790696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242783512","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6844305,0.000020930669,0.30881646,0.00014060363,0.000044601184,0.00023806053,0.0000027592384,0.000045252385,0.0062608426],"genre_scores_gemma":[0.9962252,0.000008626796,0.0034277798,0.000007969072,0.000006692359,0.000031087515,8.031127e-7,0.000008177439,0.00028371284],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965036,0.0000024049323,0.00012349743,0.00007101365,0.00007444635,0.000078290745],"domain_scores_gemma":[0.99975294,0.000026329379,0.00001563882,0.00017762273,0.000014661917,0.000012809179],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015459473,0.000049246708,0.00007208007,0.00005099746,0.0000031244422,0.0000016727669,0.00009713259,0.000019178491,0.000005173589],"category_scores_gemma":[0.000003801114,0.00003154767,0.000014931551,0.00010776609,0.0000028250133,0.000022389475,0.000020520421,0.000022502014,0.000006885036],"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":[0.000030703348,0.00006481312,0.00024568735,0.00031639732,0.000104257735,0.0000032896671,0.001378913,0.04553298,0.89249116,0.025287278,0.001024818,0.033519726],"study_design_scores_gemma":[0.0016561784,0.0002905974,0.0125043895,0.00060761365,0.00006574889,0.0000073439774,0.002312281,0.0721266,0.87753874,0.0009742941,0.03137287,0.0005433299],"about_ca_topic_score_codex":0.000024576575,"about_ca_topic_score_gemma":0.000011555856,"teacher_disagreement_score":0.31179467,"about_ca_system_score_codex":0.000017400444,"about_ca_system_score_gemma":0.0000012575423,"threshold_uncertainty_score":0.12864766},"labels":[],"label_agreement":null},{"id":"W4243249166","doi":"10.1002/geot.201870501","title":"Cover Picture: Geomechanics and Tunnelling 5/2018","year":2018,"lang":"en","type":"paratext","venue":"Geomechanics and Tunnelling","topic":"Geomechanics and Mining Engineering","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":"Geomechanica (Canada)","funders":"","keywords":"Geomechanics; Geology; Copper mine; Mining engineering; Cover (algebra); Geotechnical engineering; Engineering; Copper","score_opus":0.010818108806413347,"score_gpt":0.19407425069471793,"score_spread":0.18325614188830458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4243249166","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008454858,0.02490479,0.9447525,0.000043692715,0.014277926,0.00079324027,0.00046403627,0.0007027058,0.005606222],"genre_scores_gemma":[0.80213267,0.13702334,0.0112455115,0.0005797103,0.008450389,0.00027422621,0.0014678749,0.0023164472,0.03650982],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99619496,0.000034009772,0.00083526917,0.0011404004,0.0004573761,0.0013379665],"domain_scores_gemma":[0.99827397,0.0001316308,0.00020675478,0.00074635627,0.00014954599,0.000491729],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00069350074,0.0012393461,0.0011759027,0.0005598238,0.00036375204,0.0004307941,0.00045431213,0.0012440635,0.0008312573],"category_scores_gemma":[0.00003214098,0.0013357818,0.00020493174,0.00041040868,0.00003460924,0.00021309205,0.00037014994,0.0012628131,0.0013971534],"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":[0.00007925518,0.00015036402,0.0000019663132,0.0090947775,0.0024113427,0.00021123001,0.0029739814,0.6412707,0.022455199,0.013463704,0.27643496,0.031452518],"study_design_scores_gemma":[0.0005815925,0.00017657263,3.9060149e-7,0.0007158597,0.00019420826,0.000104582476,0.00013704882,0.6775524,0.0016642037,0.0043597165,0.31287137,0.0016420746],"about_ca_topic_score_codex":0.000023001781,"about_ca_topic_score_gemma":0.000008915788,"teacher_disagreement_score":0.933507,"about_ca_system_score_codex":0.00012780198,"about_ca_system_score_gemma":0.00005820251,"threshold_uncertainty_score":0.99938035},"labels":[],"label_agreement":null},{"id":"W4250536499","doi":"10.1002/geot.201590035","title":"Preview: Geomechanics and Tunnelling 4/2015","year":2015,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Geomechanics and Mining 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":"Geotechnical engineering; Geomechanics; Geology; Rock mass classification; Excavation; Deformation (meteorology); Mining engineering","score_opus":0.02018260044737938,"score_gpt":0.2090731268779335,"score_spread":0.18889052643055412,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4250536499","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.110056885,0.03865852,0.84699714,0.00011619043,0.0021392687,0.00051667506,0.000030200436,0.00097245915,0.00051264593],"genre_scores_gemma":[0.98216975,0.011502156,0.005659167,0.000078062214,0.0002666351,0.00003767848,0.000022688322,0.0001513914,0.000112448564],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980771,0.000018480905,0.00045707464,0.0004754805,0.00028258286,0.0006892779],"domain_scores_gemma":[0.99889064,0.000060168994,0.00006775393,0.00035456222,0.00010808362,0.000518813],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00082652224,0.00044212263,0.0004888402,0.00022336682,0.00012757846,0.00016587072,0.00019753812,0.00022363807,0.000015572394],"category_scores_gemma":[0.00005774741,0.0004642482,0.00007224621,0.00029856229,0.000010644828,0.00022732471,0.00016040025,0.00039267284,0.000035113473],"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":[0.000048443242,0.000118140546,0.00005386759,0.0022960505,0.0005106108,0.0001747633,0.0042679687,0.7323399,0.019172112,0.12731382,0.0033194115,0.11038489],"study_design_scores_gemma":[0.0005821365,0.00010533319,0.0000018891757,0.00019559072,0.000065572734,0.00009502974,0.0003923045,0.94696695,0.0010227064,0.02024183,0.029685024,0.00064566405],"about_ca_topic_score_codex":0.000015818347,"about_ca_topic_score_gemma":0.0000076020406,"teacher_disagreement_score":0.8721129,"about_ca_system_score_codex":0.00005862502,"about_ca_system_score_gemma":0.00002766514,"threshold_uncertainty_score":0.99978095},"labels":[],"label_agreement":null},{"id":"W4254676226","doi":"10.21203/rs.3.rs-276701/v1","title":"A continuous conversion technology from top coal caving into multi-slice mining for thick bifurcated coal seams","year":2021,"lang":"en","type":"preprint","venue":"Research Square","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Coal mining; Mining engineering; Coal; Roof; Problems in coal mining; Geology; Engineering; Civil engineering","score_opus":0.0356689243980137,"score_gpt":0.31801487436436576,"score_spread":0.28234594996635204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4254676226","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88398397,0.0038747573,0.10754513,0.00022388564,0.0015174194,0.0013435651,0.00024406773,0.0011582399,0.00010894903],"genre_scores_gemma":[0.9760652,0.00028349744,0.021696003,0.000011144683,0.00024124756,0.0005111511,0.0008181454,0.00018740572,0.00018616335],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99694103,0.000086097476,0.00046223745,0.0008546004,0.0005919161,0.0010641073],"domain_scores_gemma":[0.9976691,0.0005118421,0.00006974061,0.00083979056,0.00067881844,0.00023069305],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008757417,0.0004613433,0.00073291914,0.00084212207,0.00023376642,0.00027493475,0.0007266608,0.0011622115,0.00006258619],"category_scores_gemma":[0.00063988083,0.0005331286,0.0002027731,0.0005019257,0.00007246886,0.000089858455,0.001347668,0.002173644,0.000023349048],"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":[0.0002950752,0.0006302865,0.008081443,0.020828163,0.002912996,0.0014077596,0.029349487,0.485811,0.38426876,0.00067647186,0.009775073,0.055963494],"study_design_scores_gemma":[0.0018024317,0.00020754854,0.00037061315,0.0037687274,0.00006815041,0.000013810556,0.015307694,0.9192442,0.04856192,0.00017321523,0.009437653,0.0010439885],"about_ca_topic_score_codex":0.0009718081,"about_ca_topic_score_gemma":0.0002696271,"teacher_disagreement_score":0.43343323,"about_ca_system_score_codex":0.000483112,"about_ca_system_score_gemma":0.00024905696,"threshold_uncertainty_score":0.99971205},"labels":[],"label_agreement":null},{"id":"W4282919112","doi":"10.1155/2022/4220998","title":"Study on Zonal Cooperative Control Technology of Surrounding Rock of Super Large Section Soft Rock Chamber Group Connected by Deep Vertical Shaft","year":2022,"lang":"en","type":"article","venue":"Advances in Civil Engineering","topic":"Geomechanics and Mining Engineering","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":"Fundamental Research Funds for the Central Universities; China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Deformation (meteorology); Rock mass classification; Geotechnical engineering; Geology; Rock bolt; Mining engineering; Coal; Engineering","score_opus":0.00412414291671239,"score_gpt":0.20923031733753553,"score_spread":0.20510617442082313,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4282919112","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.64737386,0.0016135101,0.34953454,0.0000065193767,0.000783647,0.00031790053,0.00004567824,0.0002446649,0.000079693506],"genre_scores_gemma":[0.9995286,0.000037819154,0.0001192203,0.00000571712,0.000034823974,0.00018396854,0.000016506277,0.00006615926,0.000007191182],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99857926,0.000024833116,0.0004371789,0.000267402,0.00027451417,0.00041678155],"domain_scores_gemma":[0.9994753,0.00019337196,0.00003494386,0.00020249648,0.000046249657,0.00004762066],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002510471,0.00025168312,0.00044912813,0.0004305158,0.000054834356,0.0000071084137,0.00016171957,0.00008641928,0.00006393451],"category_scores_gemma":[0.000116816314,0.00029329237,0.00005316158,0.0007126232,0.0000062828894,0.00017743923,0.0000839833,0.0005202258,0.0000013713789],"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":[0.000025980191,0.00017743719,0.0018283881,0.00007615792,0.00006944839,0.000013547511,0.00042156683,0.9547531,0.041235887,0.0012775302,0.000011470973,0.00010947571],"study_design_scores_gemma":[0.0022974438,0.0007124718,0.0005957145,0.000088220404,0.000026342988,0.000020430067,0.0015025733,0.9866093,0.005889709,0.000024173443,0.0018420779,0.00039153415],"about_ca_topic_score_codex":0.0000048036886,"about_ca_topic_score_gemma":0.000075149714,"teacher_disagreement_score":0.35215473,"about_ca_system_score_codex":0.0001712757,"about_ca_system_score_gemma":0.00000921267,"threshold_uncertainty_score":0.9999519},"labels":[],"label_agreement":null},{"id":"W4285730900","doi":"10.1007/s40789-022-00524-x","title":"Stability analysis and control technology of gob-side entry retaining with double roadways by filling with high-water material in gently inclined coal seam","year":2022,"lang":"en","type":"article","venue":"International Journal of Coal Science & Technology","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":46,"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":"Fundamental Research Funds for the Central Universities; China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Borehole; Geotechnical engineering; Deformation (meteorology); Wire mesh; Roof; Instability; Coal; Mining engineering; Engineering; Geology; Materials science; Structural engineering; Composite material","score_opus":0.003792368415139483,"score_gpt":0.19450703720923984,"score_spread":0.19071466879410034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285730900","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9306442,0.000061688566,0.06833713,0.0005663282,0.00020765227,0.00007670468,0.00003165735,0.000051768686,0.00002287014],"genre_scores_gemma":[0.99852073,0.000015700436,0.0014030786,0.000011206904,0.000017159426,0.000012354186,0.0000052431237,0.000011274389,0.0000032635296],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99865085,0.000010880036,0.0004253764,0.00018891333,0.0004427819,0.00028122275],"domain_scores_gemma":[0.99942017,0.000023169661,0.00016283683,0.00013285877,0.00021551477,0.00004545897],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006522578,0.00012519353,0.00033621574,0.0017484316,0.00006697324,0.00003234259,0.0005185166,0.000071356524,0.00004027221],"category_scores_gemma":[0.00002341426,0.000096553646,0.000030149986,0.00094715465,0.00022743014,0.00017154391,0.0001836726,0.00036464861,1.8328916e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044738088,0.000066516994,0.027521603,0.000009471271,0.0003543523,0.00010637307,0.00023695784,0.64109993,0.32893997,0.00048282524,0.0000050500025,0.00072958414],"study_design_scores_gemma":[0.0045759045,0.001176844,0.0015897938,0.000068675094,0.00016355285,0.0006462024,0.0012672131,0.05723201,0.93107927,0.0009759912,0.0008644036,0.00036012387],"about_ca_topic_score_codex":0.00004599478,"about_ca_topic_score_gemma":0.000035672736,"teacher_disagreement_score":0.6021393,"about_ca_system_score_codex":0.00021719228,"about_ca_system_score_gemma":0.00007107347,"threshold_uncertainty_score":0.39373434},"labels":[],"label_agreement":null},{"id":"W4298146233","doi":"10.3390/su141912399","title":"Study on Evolution of Front Abutment Pressure at Working Face in Repeated Mining of Close-Distance Coal Seams","year":2022,"lang":"en","type":"article","venue":"Sustainability","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Fundamental Research Funds for the Central Universities; China Scholarship Council; National Natural Science Foundation of China","keywords":"Abutment; Coal mining; Front (military); Arch; Range (aeronautics); Coal; Mining engineering; Span (engineering); Geology; Geotechnical engineering; Structural engineering; Engineering; Mechanical engineering","score_opus":0.0076765784980990705,"score_gpt":0.21773759257183176,"score_spread":0.21006101407373268,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4298146233","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9966907,0.00042418955,0.0016540303,0.000010197865,0.00022814103,0.00075440126,0.000017739088,0.00008324421,0.00013736403],"genre_scores_gemma":[0.99959093,0.0000011418191,0.0000803972,7.5631306e-7,0.000008714944,0.00016502131,0.000004907592,0.000020958465,0.00012717431],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988259,0.00007064762,0.00034720256,0.0002377741,0.0002716395,0.00024682723],"domain_scores_gemma":[0.99941075,0.000054442673,0.00006711884,0.0003663722,0.0000707849,0.000030540046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061652274,0.00013054235,0.00025188277,0.00011121572,0.00005176212,0.0000036224105,0.00014084263,0.000035589706,0.00001811399],"category_scores_gemma":[0.00009791306,0.00015037687,0.000047624348,0.00022285755,0.000012878014,0.000028261966,0.00014666592,0.00018042853,1.7974038e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014398685,0.00023604126,0.048864216,0.00026537225,0.000041147607,0.000013495363,0.006408506,0.9428389,0.00040700607,0.00028539862,0.000042167696,0.00045378058],"study_design_scores_gemma":[0.004501536,0.0032821293,0.39606106,0.00024884575,0.00014172705,0.0000066763887,0.16352792,0.41674098,0.006334397,0.0013771236,0.0066523184,0.001125285],"about_ca_topic_score_codex":0.00009996641,"about_ca_topic_score_gemma":0.00008525989,"teacher_disagreement_score":0.5260979,"about_ca_system_score_codex":0.0018537692,"about_ca_system_score_gemma":0.0000504785,"threshold_uncertainty_score":0.6132191},"labels":[],"label_agreement":null},{"id":"W4310992327","doi":"10.1155/2022/7176075","title":"Influencing Factors of Interfacial Behavior between Geogrid and Coal Gangue","year":2022,"lang":"en","type":"article","venue":"Advances in Civil Engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Terrafix Geosynthetics (Canada)","funders":"National Key Research and Development Program of China; China State Construction Engineering Corporation","keywords":"Geogrid; Gangue; Geotechnical engineering; Coal; Materials science; Mining engineering; Environmental science; Forensic engineering; Composite material; Waste management; Geology; Metallurgy; Engineering; Reinforcement","score_opus":0.005898823513870865,"score_gpt":0.2029304287833742,"score_spread":0.19703160526950333,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4310992327","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98753035,0.0024495784,0.008935196,0.0000014982096,0.0006040964,0.000111449895,0.000041404815,0.00018597596,0.00014045749],"genre_scores_gemma":[0.99922574,0.000114586335,0.00049878005,0.0000017780826,0.00004207782,0.000055874712,0.000010610803,0.000047003727,0.0000035704052],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991009,0.000005868209,0.00028562747,0.00016046518,0.00016071899,0.00028642517],"domain_scores_gemma":[0.99970025,0.00007320569,0.000029753019,0.00013087512,0.000008998868,0.000056889756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012869047,0.00018049614,0.0002600222,0.00027418422,0.00003428214,0.000009575715,0.00015440861,0.000039266266,0.000028046592],"category_scores_gemma":[0.00002333109,0.00021945754,0.000036788428,0.00021443509,0.0000104674455,0.00020031224,0.00013315445,0.0003247731,3.7768777e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000012667238,0.000007467197,0.029017102,0.00012853999,0.00001245188,0.000008230014,0.0005277676,0.96059483,0.0071131075,0.00011253274,0.0000034311297,0.0024732852],"study_design_scores_gemma":[0.0033357216,0.0007462323,0.2871155,0.0007958938,0.00021127927,0.00009719264,0.0038105908,0.56401145,0.078956455,0.00032071993,0.056729693,0.003869233],"about_ca_topic_score_codex":0.000017904043,"about_ca_topic_score_gemma":0.00003414615,"teacher_disagreement_score":0.39658335,"about_ca_system_score_codex":0.00009061639,"about_ca_system_score_gemma":0.0000065200434,"threshold_uncertainty_score":0.89492184},"labels":[],"label_agreement":null},{"id":"W4320511356","doi":"10.2991/978-2-494069-31-2_97","title":"Development and Application of Roof Support of Roadways in Mines","year":2022,"lang":"en","type":"book-chapter","venue":"Advances in Social Science, Education and Humanities Research/Advances in social science, education and humanities research","topic":"Geomechanics and Mining Engineering","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":"McMaster University","funders":"","keywords":"Roof; Frame (networking); Mine safety; Engineering; Production (economics); Order (exchange); Labor intensity; Civil engineering; Construction engineering; Risk analysis (engineering); Mining engineering; Forensic engineering; Coal mining; Business; Waste management; Mechanical engineering; Coal; Economics","score_opus":0.060668095262568084,"score_gpt":0.3878324283361195,"score_spread":0.3271643330735514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320511356","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.040935278,0.015168838,0.000013580256,0.000058574373,0.00078475423,0.00091226137,0.000026078184,0.00003218155,0.94206846],"genre_scores_gemma":[0.93517476,0.026937148,0.00058371335,0.00003756122,0.00055765646,0.0006309786,0.00005774114,0.00006681016,0.035953622],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99577457,0.000077853234,0.0007737912,0.0006669757,0.0018842375,0.0008225531],"domain_scores_gemma":[0.99846196,0.00022969535,0.00017983386,0.00019753158,0.0008156339,0.000115319046],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":["sts"],"category_scores_codex":[0.0044826143,0.00027495014,0.00047881337,0.0041984073,0.0017854116,0.00024037364,0.00074158906,0.0001407002,0.00013866347],"category_scores_gemma":[0.00015816328,0.00031937126,0.000033744647,0.0014678899,0.0058213887,0.0016156152,0.00042334097,0.00083044666,0.0000011751042],"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":[0.000008688418,0.000110165034,0.00017370353,0.0004893127,0.0000027746773,4.5801627e-7,0.039089408,0.000019857715,0.00018265756,0.81819206,0.0000883887,0.14164253],"study_design_scores_gemma":[0.00025070072,0.000105709216,0.0016415134,0.00021790758,0.0000037985005,0.0000030737524,0.08902646,0.00013463257,0.00015901755,0.06472164,0.843311,0.00042456578],"about_ca_topic_score_codex":0.00015325654,"about_ca_topic_score_gemma":0.0023509758,"teacher_disagreement_score":0.9061148,"about_ca_system_score_codex":0.0011372834,"about_ca_system_score_gemma":0.0031863737,"threshold_uncertainty_score":0.99992585},"labels":[],"label_agreement":null},{"id":"W4321186856","doi":"10.1002/ese3.1424","title":"A novel non‐pillar coal mining technology in longwall top coal caving: A case study","year":2023,"lang":"en","type":"article","venue":"Energy Science & Engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"British Columbia Institute of Technology; University of British Columbia","funders":"China Scholarship Council","keywords":"Roof; Longwall mining; Mining engineering; Coal; Coal mining; Gangue; Excavation; Deformation (meteorology); Engineering; Bearing (navigation); Geotechnical engineering; Geology; Structural engineering","score_opus":0.009922945226297105,"score_gpt":0.21411274424303278,"score_spread":0.20418979901673567,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321186856","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.963134,0.00008893286,0.03410789,0.00002031922,0.0010278106,0.00013394398,0.0000032203031,0.0013257805,0.00015809949],"genre_scores_gemma":[0.99733764,0.000011460738,0.002322609,0.0000065038626,0.0000759643,0.000100062345,0.0000023451173,0.00008086261,0.00006254634],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99772465,0.000003731365,0.00036971385,0.00050713186,0.00036318996,0.0010315669],"domain_scores_gemma":[0.9992471,0.00005632635,0.000028112396,0.0004428832,0.000043837274,0.0001817611],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006122486,0.00033222497,0.00032566846,0.0020572606,0.0001248177,0.00009918315,0.0005174042,0.00013112336,0.000003882495],"category_scores_gemma":[0.00011118006,0.00038216487,0.00004736073,0.0035156768,0.00004822816,0.00027731867,0.0002608349,0.00029924535,0.000010389317],"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":[7.54072e-7,0.000026885398,0.000842848,0.000007692788,0.000012835004,0.0020146829,0.0010527835,0.90511614,0.08764656,0.0028789781,0.000011694723,0.00038812248],"study_design_scores_gemma":[0.00066524826,0.00010899715,0.0014300302,0.00008697484,0.000011170909,0.0011955432,0.004104825,0.97728854,0.012497497,0.000012191172,0.0019739068,0.00062509166],"about_ca_topic_score_codex":0.00027239643,"about_ca_topic_score_gemma":0.00020257631,"teacher_disagreement_score":0.07514906,"about_ca_system_score_codex":0.00021561087,"about_ca_system_score_gemma":0.00006625386,"threshold_uncertainty_score":0.999863},"labels":[],"label_agreement":null},{"id":"W4322734365","doi":"10.1080/17480930.2023.2184036","title":"Improving the top coal recovery ratio in longwall top coal caving mining using drawing balance analysis","year":2023,"lang":"en","type":"article","venue":"International Journal of Mining Reclamation and Environment","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":10,"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":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Longwall mining; Hard coal; Coal; Mining engineering; Coal mining; Engineering; Petroleum engineering; Geology; Waste management","score_opus":0.010691164772389438,"score_gpt":0.2120273185079862,"score_spread":0.20133615373559677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4322734365","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93129796,0.00020023149,0.067564994,0.00012889378,0.0006741123,0.000048429305,0.000004103432,0.000026997152,0.00005429567],"genre_scores_gemma":[0.9961384,0.00025944712,0.0033349153,0.000029700717,0.00015978029,0.0000034629575,0.000010828883,0.000019038145,0.000044409415],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99882996,0.000025497982,0.0004852256,0.0001254015,0.00035156813,0.0001823366],"domain_scores_gemma":[0.99950117,0.00015678766,0.00017514366,0.00009413938,0.000023763021,0.00004898113],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000702405,0.00012954389,0.00019850614,0.00048252832,0.00005965872,0.00011232393,0.00017896575,0.00005847475,0.000029917639],"category_scores_gemma":[0.00007318175,0.00011709922,0.00008625735,0.00019144852,0.0000143758625,0.00024994803,0.00006679699,0.00017399304,0.0000028280338],"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":[0.000009852407,0.0000067494216,0.013413092,0.000011065868,0.00020618505,0.00002637942,0.0016560729,0.9678886,0.00675521,0.000016221658,0.000030364628,0.009980238],"study_design_scores_gemma":[0.00040816775,0.000022954237,0.036774706,0.00012895853,0.0000787138,0.000029954655,0.0013765338,0.95987,0.0008369905,0.000026060316,0.00029261364,0.00015439489],"about_ca_topic_score_codex":0.00001771522,"about_ca_topic_score_gemma":0.000008845229,"teacher_disagreement_score":0.06484048,"about_ca_system_score_codex":0.0002306644,"about_ca_system_score_gemma":0.000016483618,"threshold_uncertainty_score":0.47751674},"labels":[],"label_agreement":null},{"id":"W4327964998","doi":"10.3390/min13030434","title":"Effect of Mining Height on Shield Resistance in Shallow Buried Longwall Panel","year":2023,"lang":"en","type":"article","venue":"Minerals","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Henan University","keywords":"Shield; Longwall mining; Stratum; Geology; Coal mining; Roof; Mining engineering; Coal; Geotechnical engineering; Engineering; Petrology; Civil engineering","score_opus":0.015184232420282303,"score_gpt":0.22030686903965668,"score_spread":0.20512263661937438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4327964998","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99265164,0.00019448435,0.000091906724,0.000036581365,0.00026754962,0.00010770292,0.0000063759153,0.00025027624,0.006393463],"genre_scores_gemma":[0.9979384,0.000021722683,0.00029673125,0.000009601769,0.000057098718,0.000034141678,0.000009958066,0.000039905666,0.0015924647],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992307,0.000016417109,0.00020810837,0.00014858037,0.00012490396,0.00027131333],"domain_scores_gemma":[0.99952745,0.00020659428,0.000019205987,0.00019844758,0.000007869627,0.000040407285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031835312,0.00014876762,0.00024935903,0.00021849225,0.000011070496,0.000009604014,0.00012153722,0.000074903655,0.00002206487],"category_scores_gemma":[0.00006837102,0.000142237,0.00005009315,0.00037153022,0.000005286852,0.000034259483,0.000021633414,0.00010852568,0.000030905332],"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":[0.00015143465,0.000039141163,0.00082001643,0.0016506021,0.00011763719,0.00035186732,0.0030163608,0.38017896,0.5867759,0.0026532896,0.020085298,0.0041594943],"study_design_scores_gemma":[0.004750503,0.0013027217,0.005439933,0.003195347,0.00006966604,0.000007778724,0.00021598616,0.43877035,0.5272824,0.0005412563,0.016522625,0.0019014361],"about_ca_topic_score_codex":0.000009051632,"about_ca_topic_score_gemma":0.0000624807,"teacher_disagreement_score":0.059493516,"about_ca_system_score_codex":0.000026307194,"about_ca_system_score_gemma":0.0000039885313,"threshold_uncertainty_score":0.5800256},"labels":[],"label_agreement":null},{"id":"W4381853137","doi":"10.1080/19475705.2023.2227327","title":"Study on deflection of principal stress and deformation characteristics of roadway surrounding rock under mining action in close-distance coal seams","year":2023,"lang":"en","type":"article","venue":"Geomatics Natural Hazards and Risk","topic":"Geomechanics and Mining Engineering","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":"Lakehead University","funders":"Fundamental Research Funds for the Central Universities; China Scholarship Council; National Natural Science Foundation of China","keywords":"JavaScript; Zoom; Coal mining; Deflection (physics); Principal stress; Mining engineering; Geology; Feature (linguistics); Coal; Computer science; Structural engineering; Engineering; World Wide Web; Physics; Optics; Petroleum engineering; Petrology","score_opus":0.014760643475396538,"score_gpt":0.25309792452348034,"score_spread":0.2383372810480838,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381853137","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9966128,0.00009588145,0.0026113892,0.0000022158588,0.00040210012,0.00016047827,0.000026836642,0.00006902341,0.00001928442],"genre_scores_gemma":[0.9993913,0.00033421523,0.00019680719,6.376812e-7,0.000024682246,0.000006567711,0.000017883642,0.000016719436,0.000011151185],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992605,0.000018514213,0.00030458655,0.00010323505,0.0001575885,0.0001555693],"domain_scores_gemma":[0.99968165,0.00006820347,0.000101987396,0.00008779978,0.00003168228,0.000028666078],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025341872,0.0001196663,0.00020913477,0.00020139483,0.00004797833,0.000020110885,0.000038133978,0.00006595556,5.275524e-7],"category_scores_gemma":[0.000035863864,0.000110319714,0.000020282307,0.00021948399,0.0000069578996,0.00010257474,0.000027255337,0.00016345586,4.9062675e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021821194,0.00030681497,0.21817414,0.004460543,0.00041843916,0.000023004539,0.025141902,0.59429216,0.010391041,0.0022489072,0.00003680934,0.14428805],"study_design_scores_gemma":[0.00046605562,0.00015296829,0.34940335,0.00023830305,0.00003113404,0.0000035532248,0.0040251203,0.6437283,0.0016883408,0.00011251159,0.0000061905334,0.00014419032],"about_ca_topic_score_codex":0.000033086693,"about_ca_topic_score_gemma":0.00015588428,"teacher_disagreement_score":0.14414385,"about_ca_system_score_codex":0.00004476055,"about_ca_system_score_gemma":0.000007798719,"threshold_uncertainty_score":0.44987074},"labels":[],"label_agreement":null},{"id":"W4387261114","doi":"10.36487/acg_repo/2315_035","title":"Novel approaches of geotechnical investigation for mine closure projects in Canada","year":2023,"lang":"en","type":"article","venue":"Mine closure","topic":"Geomechanics and Mining 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":"Closure (psychology); Geology; Geotechnical engineering; Mining engineering; Political science; Law","score_opus":0.047578662776874656,"score_gpt":0.19584485850689537,"score_spread":0.1482661957300207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387261114","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99726593,0.000107521875,0.0016683307,0.00014267884,0.00021962063,0.00031054346,0.00006723517,0.00013944818,0.00007869674],"genre_scores_gemma":[0.99748516,0.0000065261106,0.0020801614,0.000008578826,0.00006093726,0.00010737763,0.00010746871,0.00004183838,0.00010196414],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991792,0.0000039144043,0.00025748508,0.00015702221,0.0001392845,0.0002630963],"domain_scores_gemma":[0.9996664,0.000059441587,0.000029291245,0.00016535688,0.000028591749,0.000050952287],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018938369,0.00013831517,0.00021308954,0.00014448991,0.000012694202,0.0000054154293,0.000116661526,0.00009397064,0.0000020969715],"category_scores_gemma":[0.00008457858,0.00014467529,0.00004061284,0.000498079,0.000008178646,0.00003578666,0.000026702624,0.00012647547,9.4642604e-7],"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":[0.000013115309,0.000027161761,0.013684066,0.001396696,0.00006513581,0.000011959251,0.00045092477,0.9324531,0.040460933,0.0010544595,0.009549898,0.0008325657],"study_design_scores_gemma":[0.0010260309,0.000075635005,0.04176471,0.00017564133,0.00002399207,0.000008739454,0.00040288968,0.9309202,0.022399344,0.00012556592,0.00270354,0.0003737262],"about_ca_topic_score_codex":0.027955754,"about_ca_topic_score_gemma":0.23782489,"teacher_disagreement_score":0.20986913,"about_ca_system_score_codex":0.000102174985,"about_ca_system_score_gemma":0.00014253012,"threshold_uncertainty_score":0.9785172},"labels":[],"label_agreement":null},{"id":"W4392219637","doi":"10.1007/s11356-024-32002-z","title":"Correction to: Control effect of coal mining solid‑waste backfill for ground surface movement in slice mining: a case study of the Nantun Coal Mine","year":2024,"lang":"en","type":"erratum","venue":"Environmental Science and Pollution Research","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Coal mining; Surface mining; Mining engineering; Coal; Geology; Engineering; Waste management","score_opus":0.01640361074286478,"score_gpt":0.28698128194853734,"score_spread":0.27057767120567255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392219637","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99205786,0.0003884467,0.0001151856,0.000025610738,0.0057362285,0.0013616537,0.00010698874,0.000013669575,0.00019437251],"genre_scores_gemma":[0.99615735,0.000043840733,0.000021596172,0.0000069642424,0.00009594674,0.00009581796,0.0000056610943,0.000030252251,0.0035425674],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978179,0.00008593135,0.00034178386,0.0003842507,0.00088538055,0.00048476356],"domain_scores_gemma":[0.99936646,0.00020244143,0.000053440748,0.0002451096,0.000022293783,0.0001102341],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0026215431,0.00021095305,0.00033710827,0.00036379762,0.00018171672,0.00005181284,0.00026694866,0.00010693239,0.00000798276],"category_scores_gemma":[0.00011638474,0.00016919473,0.00005367064,0.0005745206,0.00017502313,0.00008387776,0.00023492801,0.00044366549,0.000001619903],"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":[0.00027783547,0.0005359282,0.0020942169,0.0017649658,0.0002658228,0.00024460754,0.01934413,0.5800134,0.2727168,0.00001815083,0.11649796,0.0062261918],"study_design_scores_gemma":[0.002836014,0.005027558,0.003716845,0.0012801068,0.000115558556,0.00015022009,0.03633883,0.92318076,0.02195479,0.000005615627,0.0047888686,0.00060485577],"about_ca_topic_score_codex":0.000658411,"about_ca_topic_score_gemma":0.0005788573,"teacher_disagreement_score":0.34316733,"about_ca_system_score_codex":0.00040864598,"about_ca_system_score_gemma":0.00006984367,"threshold_uncertainty_score":0.68995607},"labels":[],"label_agreement":null},{"id":"W4393199880","doi":"10.17159/2411-9717/2509/2024","title":"Cave mine pillar stability analysis using machine learning","year":2024,"lang":"en","type":"article","venue":"Journal of the Southern African Institute of Mining and Metallurgy","topic":"Geomechanics and Mining Engineering","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":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pillar; Stability (learning theory); Cave; Mining engineering; Geology; Computer science; Engineering; Archaeology; Machine learning; Geography; Structural engineering","score_opus":0.015697962179324083,"score_gpt":0.20175171978888526,"score_spread":0.18605375760956117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393199880","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9750516,0.0035933275,0.020253181,0.000023440569,0.00074952317,0.000032986714,0.000014114444,0.000039893945,0.00024194559],"genre_scores_gemma":[0.9955617,0.00008068824,0.0041194516,0.0000027409365,0.000081434104,5.044672e-7,9.0015726e-7,0.000025966981,0.00012661527],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99904704,0.00003155251,0.0004249922,0.00010793644,0.00021998101,0.00016848999],"domain_scores_gemma":[0.99952096,0.000053985743,0.00013206547,0.00015138912,0.00006285411,0.0000787627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063557946,0.0001544325,0.0004047361,0.0003015685,0.00005844853,0.000041559524,0.00017195875,0.000052990774,0.000023189117],"category_scores_gemma":[0.000106656706,0.00010702971,0.00030132112,0.00059917785,0.00005349472,0.00009452675,0.000054864526,0.00024786958,5.540273e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020024676,0.000024442108,0.0011860464,0.00031706435,0.0036360123,0.000046031513,0.012803842,0.92203856,0.05466379,0.00018555419,0.000012161474,0.005066482],"study_design_scores_gemma":[0.000280377,0.00008699979,0.00014296793,0.00029868598,0.0020878166,0.00015516314,0.0043040733,0.98047096,0.002722605,0.000047178855,0.009141278,0.00026191887],"about_ca_topic_score_codex":0.00006511246,"about_ca_topic_score_gemma":0.000051895135,"teacher_disagreement_score":0.058432385,"about_ca_system_score_codex":0.00005377131,"about_ca_system_score_gemma":0.000042121806,"threshold_uncertainty_score":0.43645447},"labels":[],"label_agreement":null},{"id":"W4393322766","doi":"10.23977/jemm.2024.090106","title":"Study on Mechanical Properties of Concrete at Different Ages under Freeze-Thaw Cycles in Plateau","year":2024,"lang":"en","type":"article","venue":"Journal of Engineering Mechanics and Machinery","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Plateau (mathematics); Materials science; Composite material; Geotechnical engineering; Geology; Mathematics","score_opus":0.017207242660172154,"score_gpt":0.2121781737409313,"score_spread":0.19497093108075914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393322766","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98624414,0.0030652245,0.009171932,0.00003066329,0.0012183983,0.00014047051,0.000010415952,0.00009972045,0.000019047176],"genre_scores_gemma":[0.9991419,0.00041782152,0.0002397223,0.000006414885,0.000093995426,0.000007256964,0.0000012476298,0.00007432954,0.00001733569],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99873894,0.00001640464,0.0005592758,0.00016266752,0.00026929053,0.00025343816],"domain_scores_gemma":[0.9995709,0.000087148364,0.000054115008,0.00015043173,0.000029109427,0.00010829199],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035999657,0.00028007018,0.00048599133,0.0004685359,0.000018560677,0.00004442547,0.00015315846,0.00010474495,0.0000068347795],"category_scores_gemma":[0.000038394344,0.00021742251,0.000112754286,0.00015780832,0.000004083885,0.00009899141,0.00008216479,0.0004849002,0.0000010669906],"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":[0.00004148209,0.00004615939,0.000042478983,0.000557598,0.00033959595,0.00021256333,0.0006444198,0.36108255,0.62279093,0.013515457,0.00007479305,0.0006519664],"study_design_scores_gemma":[0.0015221036,0.0011697897,0.0017243385,0.002443598,0.00016532632,0.00029705535,0.00062852126,0.87908435,0.11118971,0.00082557835,0.00023832472,0.0007112891],"about_ca_topic_score_codex":0.000010380295,"about_ca_topic_score_gemma":0.000011624941,"teacher_disagreement_score":0.5180018,"about_ca_system_score_codex":0.0000860975,"about_ca_system_score_gemma":0.000010169891,"threshold_uncertainty_score":0.88662326},"labels":[],"label_agreement":null},{"id":"W4394717638","doi":"10.21203/rs.3.rs-4096876/v1","title":"Bacterial community response in Juye mining area at the early stage of cracks","year":2024,"lang":"en","type":"preprint","venue":"Research Square","topic":"Geomechanics and Mining Engineering","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 Toronto","funders":"National Natural Science Foundation of China","keywords":"Stage (stratigraphy); Geology; Paleontology","score_opus":0.06736647871961936,"score_gpt":0.3351232143415573,"score_spread":0.2677567356219379,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394717638","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962696,0.00075371494,0.00009003125,0.00008135769,0.00068607903,0.00048644768,0.0003964071,0.00015984548,0.001076547],"genre_scores_gemma":[0.99771804,0.00012647858,0.00012314653,0.0000015118449,0.00007996436,0.00014942914,0.000058679707,0.000101682526,0.0016410523],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99760616,0.00063301984,0.00039645543,0.00025074324,0.00052804477,0.0005855739],"domain_scores_gemma":[0.99743104,0.0012193309,0.000034420245,0.0010841168,0.0001345443,0.000096560216],"candidate_categories":["research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0050344425,0.00025919158,0.0003564358,0.00060805294,0.000118959884,0.00013964361,0.0007052786,0.00032704565,0.0001937518],"category_scores_gemma":[0.0005768002,0.00022355371,0.00012886974,0.00045190533,0.000070869595,0.000032252035,0.002770891,0.0035955862,0.00003361645],"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":[0.002778934,0.00027574055,0.0012966631,0.024042698,0.00071725727,0.0005542824,0.06732682,0.59724146,0.28764823,0.0007757201,0.008425201,0.008916972],"study_design_scores_gemma":[0.003397088,0.002271506,0.06103721,0.029991249,0.000117761156,0.000040036808,0.021004766,0.7317003,0.07544871,0.0034558014,0.06777493,0.0037606226],"about_ca_topic_score_codex":0.0007106936,"about_ca_topic_score_gemma":0.0007238834,"teacher_disagreement_score":0.21219952,"about_ca_system_score_codex":0.00043894007,"about_ca_system_score_gemma":0.00014718912,"threshold_uncertainty_score":0.9987032},"labels":[],"label_agreement":null},{"id":"W4400485351","doi":"10.61091/jcmcc120-13","title":"Stability Analysis of Tunnel Rock Mechanical Parameters Based on Multi-Source Sensor Data Fusion","year":2024,"lang":"en","type":"article","venue":"Journal of Combinatorial Mathematics and Combinatorial Computing","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Suzhou University","keywords":"Sensor fusion; Stability (learning theory); Fusion; Geology; Computer science; Geotechnical engineering; Artificial intelligence; Machine learning","score_opus":0.029848762669192362,"score_gpt":0.2506014196361214,"score_spread":0.22075265696692906,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400485351","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.587419,0.0002149389,0.4003342,0.000022339747,0.011679501,0.00015122337,0.000026152962,0.00011787156,0.000034829267],"genre_scores_gemma":[0.9866321,0.000021130618,0.013047523,0.0000047042627,0.0002330641,7.848566e-7,0.000009889073,0.00004957953,0.0000012349589],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978278,0.000055024488,0.0010190759,0.00025789472,0.0005702062,0.0002699707],"domain_scores_gemma":[0.99757355,0.0013240546,0.00025043916,0.000504064,0.00018622896,0.00016167111],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001681997,0.00028052035,0.0008752325,0.00047082445,0.000068947025,0.00013910422,0.00045520655,0.0001636714,0.000008162502],"category_scores_gemma":[0.00055304996,0.00025144237,0.0002526768,0.00075458764,0.000017217515,0.000120381774,0.00018940314,0.00050892786,0.0000010833876],"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":[0.00019795186,0.0015744633,0.00007369432,0.0033579513,0.0041386494,0.00010650076,0.0027231425,0.84518063,0.023673784,0.11110203,0.00041351264,0.0074577136],"study_design_scores_gemma":[0.001075283,0.00029696268,0.000016603997,0.00045943385,0.00071575504,0.000008569462,0.00019939142,0.9908093,0.0018453948,0.00413458,0.00020767406,0.00023103495],"about_ca_topic_score_codex":0.000004827914,"about_ca_topic_score_gemma":4.761498e-7,"teacher_disagreement_score":0.39921314,"about_ca_system_score_codex":0.000082977196,"about_ca_system_score_gemma":0.000055963676,"threshold_uncertainty_score":0.9999938},"labels":[],"label_agreement":null},{"id":"W4401479344","doi":"10.56952/arma-2024-1208","title":"Towards Mine Closure: Assessing the Long-Term Stability of Open Pit Mine Slopes","year":2024,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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 British Columbia","funders":"","keywords":"Closure (psychology); Term (time); Open-pit mining; Mining engineering; Stability (learning theory); Geology; Environmental science; Geotechnical engineering; Computer science; Law","score_opus":0.02928129742728896,"score_gpt":0.28136634252186826,"score_spread":0.2520850450945793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401479344","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94214666,0.0015901894,0.043803893,0.00020077001,0.0007794651,0.00022262122,0.000012062022,0.00031147306,0.010932869],"genre_scores_gemma":[0.996862,0.000047408,0.0026102283,0.000012291179,0.000071249786,0.00001882893,0.000008740952,0.000039237217,0.00033002184],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992247,0.000011062281,0.00024503886,0.00017136493,0.00014276133,0.00020507867],"domain_scores_gemma":[0.9995155,0.0000731894,0.000013229882,0.0003178989,0.000035258283,0.000044928827],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043162217,0.00014825478,0.00019451666,0.000056024797,0.00002798493,0.00026413205,0.00039544684,0.000053100903,0.00030139321],"category_scores_gemma":[0.000031409272,0.00010172217,0.00006566758,0.00025743994,0.00001616337,0.00023600056,0.00017806569,0.00014827283,0.00000985933],"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":[0.00002623546,0.00034119422,0.03694167,0.010062408,0.0018540741,0.00023515569,0.005485023,0.06630702,0.43410376,0.038461123,0.01764209,0.38854024],"study_design_scores_gemma":[0.0011507716,0.00024151415,0.12129281,0.0015989153,0.00032844688,0.00009679854,0.0007873109,0.4623391,0.38153288,0.001116434,0.027752114,0.0017629167],"about_ca_topic_score_codex":0.00007557484,"about_ca_topic_score_gemma":0.000061229955,"teacher_disagreement_score":0.39603207,"about_ca_system_score_codex":0.00003934934,"about_ca_system_score_gemma":0.000033583856,"threshold_uncertainty_score":0.414811},"labels":[],"label_agreement":null},{"id":"W4403054083","doi":"10.1139/cgj-2023-0550","title":"Study on in situ measurement and analysis method of rock pores based on borehole camera technology","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Science Foundation of Hubei Province","keywords":"Borehole; Geotechnical engineering; Geology; In situ; Mining engineering","score_opus":0.01592678305125028,"score_gpt":0.2373035838076865,"score_spread":0.22137680075643623,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403054083","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32373506,0.0017398305,0.67068124,0.001824775,0.00051189325,0.0004685748,0.000041174335,0.00035464912,0.00064283155],"genre_scores_gemma":[0.9989975,0.000011827853,0.0009034331,0.000030584077,0.000020579006,0.000009218388,0.0000010540972,0.000021839645,0.000003929054],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990773,0.000021293627,0.00025417178,0.00016127547,0.00022132853,0.00026461485],"domain_scores_gemma":[0.99953324,0.000037187845,0.000016773229,0.00017390055,0.000035038633,0.00020389218],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006263319,0.0001305353,0.00025149123,0.0022028112,0.000028537259,0.000036917794,0.00013264894,0.00011735428,0.000013190986],"category_scores_gemma":[0.00007173754,0.00012289229,0.00006896525,0.0010110672,0.0000066214666,0.000022669263,0.0000108815375,0.00059875334,0.0000020293226],"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":[0.000002790177,0.000022093269,0.00016753003,0.000016297307,0.0001677703,0.0003298215,0.000055645687,0.9872247,0.0020305435,0.0003635597,0.00014138766,0.009477852],"study_design_scores_gemma":[0.000298328,0.0003677202,0.00678039,0.00020280921,0.0001646759,0.00004356411,0.00020964723,0.988273,0.0015115745,0.00020311665,0.001732491,0.0002126691],"about_ca_topic_score_codex":0.0005320264,"about_ca_topic_score_gemma":0.003304342,"teacher_disagreement_score":0.67526245,"about_ca_system_score_codex":0.00030825377,"about_ca_system_score_gemma":0.00010444966,"threshold_uncertainty_score":0.5011402},"labels":[],"label_agreement":null},{"id":"W4403165788","doi":"10.61091/jcmcc122-14","title":"Analysis of the Influence of Rock Mechanics Variables on the Stability of Tunnel Surrounding Rock Based on Engineering Mathematics Applications","year":2024,"lang":"en","type":"article","venue":"Journal of Combinatorial Mathematics and Combinatorial Computing","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Rock mechanics; Stability (learning theory); Geotechnical engineering; Geomechanics; Geology; Engineering; Mathematics; Mechanics; Computer science; Physics","score_opus":0.009804656347711495,"score_gpt":0.20968611045131966,"score_spread":0.19988145410360816,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403165788","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8108004,0.0001265314,0.18606775,0.000023325638,0.002566721,0.00029409802,0.000015085287,0.00004152431,0.0000645761],"genre_scores_gemma":[0.9986919,0.0000150102815,0.0011323075,0.0000026003468,0.00011464878,0.0000050444037,7.3397035e-7,0.000037217225,4.9666994e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99785626,0.00003703929,0.0011482491,0.00013558626,0.0006216187,0.00020124514],"domain_scores_gemma":[0.99654216,0.0021352363,0.00051676354,0.00041837117,0.0003245938,0.000062877334],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016375225,0.00024317733,0.0007416112,0.00035418078,0.00007941462,0.000059849495,0.00047518406,0.0001172041,0.0000039947354],"category_scores_gemma":[0.0004981376,0.00016923767,0.0003114269,0.0011835089,0.0000131728675,0.00006650964,0.000098891294,0.00043772892,2.583353e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005337149,0.00011673319,0.000013469683,0.0008358257,0.00031543756,4.867166e-7,0.00041252637,0.61016345,0.005868215,0.38223478,0.000003892158,0.000029857481],"study_design_scores_gemma":[0.00034288954,0.0001619547,0.000043689233,0.0011871457,0.0005024025,0.0000029883076,0.00017615629,0.9574704,0.0073788115,0.03255723,0.00003327717,0.00014306267],"about_ca_topic_score_codex":0.00000313053,"about_ca_topic_score_gemma":1.7972464e-7,"teacher_disagreement_score":0.34967753,"about_ca_system_score_codex":0.00008374602,"about_ca_system_score_gemma":0.000074531585,"threshold_uncertainty_score":0.6901312},"labels":[],"label_agreement":null},{"id":"W4403225298","doi":"10.23977/acss.2024.080610","title":"Research on the prediction of impact ground pressure hazard in deep coal mining based on moving average method","year":2024,"lang":"en","type":"article","venue":"Advances in Computer Signals and Systems","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Hazard; Coal mining; Coal; Mining engineering; Environmental science; Ground pressure; Computer science; Geology; Engineering; Geotechnical engineering; Waste management; Chemistry","score_opus":0.03213722643998077,"score_gpt":0.3121345752507405,"score_spread":0.2799973488107597,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403225298","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17561604,0.008606948,0.8140143,0.000016565244,0.0010299656,0.00028080706,0.000018199928,0.00007976873,0.00033739055],"genre_scores_gemma":[0.99860954,0.00011065159,0.0010926874,0.000005399484,0.000112397734,0.000037168305,0.0000023133111,0.000021752616,0.000008082244],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99897593,0.00012684277,0.000248595,0.00019691918,0.00023293227,0.00021880095],"domain_scores_gemma":[0.9987392,0.0010444432,0.000017515817,0.00014750275,0.000021032693,0.000030350355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013089298,0.00012228597,0.00019978282,0.00031227336,0.000029587862,0.00009356202,0.00010719816,0.000060385642,0.0000034713144],"category_scores_gemma":[0.000012210085,0.000088673114,0.000033602144,0.0002782762,0.000009488661,0.00012157005,0.00002475569,0.00028137013,7.2689187e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000062330855,0.000008219692,0.00016309455,0.00039271812,0.000017452267,0.000014195291,0.00042417718,0.9897622,0.0004027585,0.000611234,0.00004029878,0.008157453],"study_design_scores_gemma":[0.00013084055,0.0001696578,0.00050104083,0.0015429176,0.0000027002661,0.000004271597,0.000099538964,0.996441,0.0001863596,0.00008109776,0.00077068416,0.000069882175],"about_ca_topic_score_codex":0.000029006915,"about_ca_topic_score_gemma":0.000009952055,"teacher_disagreement_score":0.8229935,"about_ca_system_score_codex":0.00004630907,"about_ca_system_score_gemma":0.00001071474,"threshold_uncertainty_score":0.36159846},"labels":[],"label_agreement":null},{"id":"W4403526313","doi":"10.1016/j.jobe.2024.111089","title":"Spontaneous combustion coal gangue-based composite cement: Compressive performance and environmental benefits under grinding kinetics control","year":2024,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China; Ministry of Science and Technology","keywords":"Composite number; Grinding; Cement; Compressive strength; Waste management; Materials science; Combustion; Coal; Coal combustion products; Composite material; Environmental science; Chemistry; Engineering","score_opus":0.004540190611729363,"score_gpt":0.16746283829547692,"score_spread":0.16292264768374756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403526313","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7811508,0.0030177971,0.21466713,0.000016512262,0.0009136307,0.00007125829,0.00001618079,0.00013673789,0.0000099649815],"genre_scores_gemma":[0.9955453,0.00021028063,0.0039455853,0.000012356777,0.00019959324,0.000003046821,0.000006019667,0.00007275844,0.0000050271783],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989814,0.0000062405556,0.00036074052,0.00012595249,0.0002411899,0.00028443418],"domain_scores_gemma":[0.9996026,0.00011156875,0.000053493197,0.00009070503,0.000017200671,0.00012442985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016096357,0.0002339936,0.00026755096,0.00033955657,0.000041568917,0.000108182045,0.00011735453,0.00008101175,0.000007790543],"category_scores_gemma":[0.000007144462,0.00024101556,0.00007717227,0.00009902729,0.000011284547,0.00017033424,0.000023642964,0.00037914436,0.0000013464642],"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":[0.000008444066,0.000009603949,0.000066910376,0.00020981365,0.0000854916,0.00017026128,0.000050230934,0.8309598,0.16667195,0.000116821095,0.000021322188,0.0016293616],"study_design_scores_gemma":[0.00060432055,0.00012501924,0.0011489857,0.0009261247,0.00008818185,0.0013879249,0.000024962335,0.97581905,0.01896854,0.0000046437012,0.0006448595,0.00025740018],"about_ca_topic_score_codex":7.284376e-7,"about_ca_topic_score_gemma":2.57802e-7,"teacher_disagreement_score":0.21439454,"about_ca_system_score_codex":0.00018838455,"about_ca_system_score_gemma":0.00000828091,"threshold_uncertainty_score":0.9828329},"labels":[],"label_agreement":null},{"id":"W4404408275","doi":"10.1016/j.engfailanal.2024.109085","title":"Experiment research on the control method of automatically retained entry by roof cutting pressure relief within thick hard main roof longwall top coal caving panel","year":2024,"lang":"en","type":"article","venue":"Engineering Failure Analysis","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Roof; Longwall mining; Coal; Mining engineering; Engineering; Geology; Structural engineering; Geotechnical engineering; Coal mining; Waste management","score_opus":0.017273301314346304,"score_gpt":0.26630963240500133,"score_spread":0.24903633109065504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404408275","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.058707464,0.0038519232,0.9333796,0.001052419,0.00049368787,0.0005900243,0.00011215086,0.0013033785,0.0005093611],"genre_scores_gemma":[0.981993,0.00002885778,0.016957626,0.000020529647,0.00013768915,0.00011460341,0.000028992601,0.0001295114,0.0005891592],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99699503,0.00015008994,0.00073232217,0.00053271523,0.0008523347,0.000737531],"domain_scores_gemma":[0.99769086,0.0011956071,0.000060295857,0.00076513045,0.00011246376,0.0001756734],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0028642379,0.00044116096,0.00070589955,0.00076063036,0.00011210897,0.00022633448,0.0005263339,0.0002625343,0.00010571883],"category_scores_gemma":[0.00037759374,0.00036321042,0.00038089918,0.001665506,0.000026669964,0.00012530776,0.00009909982,0.0011612526,0.000015729573],"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":[0.0000067078354,0.00002305264,0.000016350146,0.00038707597,0.0027059142,0.000029667055,0.0018096962,0.9140073,0.07274105,0.0049783094,0.003007837,0.0002870599],"study_design_scores_gemma":[0.0002031111,0.00006732273,0.000041004667,0.0003775252,0.00070634537,0.000008238931,0.00058705924,0.9662348,0.02803884,0.000054007814,0.003328109,0.0003536333],"about_ca_topic_score_codex":0.00005379233,"about_ca_topic_score_gemma":0.0000144752885,"teacher_disagreement_score":0.92328554,"about_ca_system_score_codex":0.0001687399,"about_ca_system_score_gemma":0.00004527792,"threshold_uncertainty_score":0.999882},"labels":[],"label_agreement":null},{"id":"W4405081635","doi":"10.2139/ssrn.5045001","title":"A Study of Innovative Cut Blasting for Rock Roadway Excavation Based on Model Tests and Field Tests","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Rock blasting; Excavation; Geotechnical engineering; Field (mathematics); Mining engineering; Engineering; Geology; Mathematics","score_opus":0.01442321454996624,"score_gpt":0.24803868010947594,"score_spread":0.2336154655595097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405081635","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6476203,0.00050668576,0.3506132,0.00004758408,0.00037840017,0.0004810801,0.000011211524,0.00015607927,0.00018544108],"genre_scores_gemma":[0.99889463,0.000087354834,0.00061603053,0.000010735199,0.00014240887,0.00006701637,0.000006969684,0.00007824147,0.00009662188],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99836,0.0000107434935,0.00039344092,0.00024857867,0.00019556891,0.00079171505],"domain_scores_gemma":[0.99937046,0.0001426873,0.000118019685,0.00016837164,0.00016077017,0.000039710423],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0006526168,0.00027635766,0.00031058482,0.00039830405,0.00005120745,0.00005689094,0.00015567453,0.00016495382,9.734463e-7],"category_scores_gemma":[0.00016525848,0.0002722972,0.00006212636,0.00021322326,0.0000025542902,0.000035533343,0.000102100086,0.0023909626,6.603654e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017566657,0.000049721515,0.00003899185,0.00023184644,0.00018279867,0.0000017643217,0.00045437092,0.9909898,0.0010216812,0.0015902399,0.000059220267,0.0053619803],"study_design_scores_gemma":[0.0005142307,0.0008163054,0.000022201619,0.00042186078,0.00005455902,0.000014207712,0.0003597708,0.95766395,0.00066967285,0.039219104,0.0000062170834,0.0002379246],"about_ca_topic_score_codex":0.000009739079,"about_ca_topic_score_gemma":0.00014646912,"teacher_disagreement_score":0.3512743,"about_ca_system_score_codex":0.00035075037,"about_ca_system_score_gemma":0.0005280585,"threshold_uncertainty_score":0.99997294},"labels":[],"label_agreement":null},{"id":"W4405225303","doi":"10.1139/cgj-2024-0201","title":"Experimental study on multi-parameter performance differences of coal with different rockburst tendencies","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Geotechnical engineering; Coal; Geology; Mining engineering; Coal mining; Forensic engineering; Environmental science; Engineering; Waste management","score_opus":0.02018654924914881,"score_gpt":0.21691832992558774,"score_spread":0.19673178067643893,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405225303","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905986,0.00039682802,0.008264518,0.000022280925,0.00041455936,0.00012244361,0.00000981574,0.000106516396,0.00006441432],"genre_scores_gemma":[0.9997212,0.000017667233,0.00010693949,0.000009248639,0.00006083464,0.000015805386,9.71165e-7,0.000032670105,0.000034613542],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911314,0.000008827712,0.00020745296,0.00013708393,0.00021024261,0.0003232522],"domain_scores_gemma":[0.9995031,0.000034436944,0.000015788777,0.00013465466,0.000019353647,0.0002926614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008134519,0.00018207007,0.00020370177,0.00027497354,0.00006653794,0.0000866419,0.00019213572,0.000069918344,0.000044333083],"category_scores_gemma":[0.000008920581,0.00012988914,0.000054760814,0.00011236485,0.000025002271,0.000069592876,0.000015531476,0.0004996093,0.000005468052],"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":[0.000115943236,0.0012533345,0.018882297,0.0005587236,0.0015910747,0.0023151324,0.0064644855,0.91118735,0.03267143,0.00068691117,0.0021781651,0.022095172],"study_design_scores_gemma":[0.00097578386,0.003909973,0.07351962,0.0009718368,0.00008624952,0.00055060495,0.002665634,0.8972234,0.018388903,0.000017079583,0.00090680434,0.0007841186],"about_ca_topic_score_codex":0.00021753463,"about_ca_topic_score_gemma":0.00036881986,"teacher_disagreement_score":0.05463732,"about_ca_system_score_codex":0.00018518492,"about_ca_system_score_gemma":0.000060676226,"threshold_uncertainty_score":0.52967256},"labels":[],"label_agreement":null},{"id":"W4405693839","doi":"10.1007/978-3-031-67252-1_24","title":"Laboratory Study of Manganese Mining Overburden Mixed with Lime as a Paving Subbase Layer","year":2024,"lang":"en","type":"book-chapter","venue":"","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Precision Nanosystems (Canada)","funders":"","keywords":"Subbase; Overburden; Lime; Manganese; Layer (electronics); Mining engineering; Geology; Environmental science; Metallurgy; Materials science; Mathematics; Composite material","score_opus":0.00847683994051977,"score_gpt":0.1863468435549159,"score_spread":0.17787000361439614,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405693839","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4842531,0.0031238853,0.00047804133,0.000014491806,0.0015243096,0.0009908363,0.00010295062,0.0018771767,0.5076352],"genre_scores_gemma":[0.79630435,0.000045642075,0.000572909,0.000010220103,0.00015233546,0.000031077227,0.000017062033,0.00037348748,0.20249292],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.998651,0.0000038834232,0.00035807875,0.0003637446,0.00034499276,0.00027824403],"domain_scores_gemma":[0.999228,0.00005563267,0.000057203724,0.00046548707,0.00008579705,0.00010788754],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00014461273,0.00048710592,0.00052231643,0.00035168303,0.000024389323,0.00005042735,0.00018885893,0.00022709715,0.00024049992],"category_scores_gemma":[0.0000074969244,0.00043714035,0.00008004849,0.000098164644,0.00001129708,0.00006525653,0.0000983144,0.00040848952,0.000099409626],"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":[0.00039493956,0.0009418507,0.00034084514,0.022555279,0.023790454,0.02015808,0.047492843,0.4683638,0.0539357,0.3187333,0.029666752,0.013626146],"study_design_scores_gemma":[0.0145493895,0.013336512,0.00034626576,0.029955866,0.009435397,0.00074765645,0.03411084,0.1921323,0.0337198,0.0053535947,0.6440265,0.022285875],"about_ca_topic_score_codex":0.000029718823,"about_ca_topic_score_gemma":0.0001461359,"teacher_disagreement_score":0.61435974,"about_ca_system_score_codex":0.000068755406,"about_ca_system_score_gemma":0.000040860334,"threshold_uncertainty_score":0.999808},"labels":[],"label_agreement":null},{"id":"W4405768083","doi":"10.36335/vnjhm.2024(21).76-89","title":"Development of geomechanical model for determination of elastic modulus and study on law of caving span induced by mechanized longwall mining","year":2024,"lang":"en","type":"article","venue":"Journal of Hydro-meteorology","topic":"Geomechanics and Mining 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":"Span (engineering); Mining engineering; Geology; Geotechnical engineering; Longwall mining; Elastic modulus; Petroleum engineering; Engineering; Civil engineering; Materials science; Composite material; Coal mining","score_opus":0.020233409131114526,"score_gpt":0.2491367494785277,"score_spread":0.2289033403474132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405768083","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7312043,0.00013295631,0.2682083,0.0000063173106,0.00028911515,0.00012545435,0.000006324441,0.000014614301,0.000012646677],"genre_scores_gemma":[0.97726417,0.000007905395,0.022649864,0.00000411457,0.00002053082,0.000009070058,0.0000016329856,0.00003688898,0.0000058441883],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986752,0.000019677433,0.00078425516,0.00013528178,0.00019389312,0.0001916864],"domain_scores_gemma":[0.99935824,0.000185817,0.00019740255,0.00010006557,0.000098500386,0.00005999562],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066559657,0.00015783316,0.00051055365,0.00032647746,0.000020193831,0.000007965114,0.00013013826,0.00011789364,0.0000027887831],"category_scores_gemma":[0.00008138321,0.00014877557,0.00007656442,0.00011321358,0.000010795189,0.00007790252,0.00004227446,0.00017957568,1.5293324e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007400277,0.00011787552,0.0000040745385,0.0003459014,0.0002269714,0.000008914259,0.002600978,0.055804145,0.9318993,0.00096322625,0.0000069761863,0.007947641],"study_design_scores_gemma":[0.0008145897,0.001017886,0.00002384052,0.00016998751,0.00010995894,0.000026925663,0.00019562409,0.89232564,0.104722254,0.00046394547,0.000016271939,0.00011306821],"about_ca_topic_score_codex":0.0000030118779,"about_ca_topic_score_gemma":0.000013979292,"teacher_disagreement_score":0.8365215,"about_ca_system_score_codex":0.000050408424,"about_ca_system_score_gemma":0.00003977765,"threshold_uncertainty_score":0.60668916},"labels":[],"label_agreement":null},{"id":"W4406410242","doi":"10.1016/j.engfailanal.2025.109316","title":"Characteristics of damage deterioration and strategy of zonal support for surrounding rock in deep mine roadway","year":2025,"lang":"en","type":"article","venue":"Engineering Failure Analysis","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nickel Institute","funders":"National Natural Science Foundation of China","keywords":"Geology; Mining engineering; Geotechnical engineering","score_opus":0.004517666894143733,"score_gpt":0.20143472500040346,"score_spread":0.19691705810625973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406410242","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.64743435,0.000097843425,0.35222292,0.000005686643,0.00007093317,0.0000800225,0.000022183956,0.000039870676,0.000026184818],"genre_scores_gemma":[0.9943325,0.000027719409,0.0054676984,0.0000013571064,0.000016983522,0.000020148778,0.00007110487,0.00002030491,0.00004218491],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991473,0.000004543234,0.00042922318,0.00014522,0.00008420908,0.00018950154],"domain_scores_gemma":[0.99962795,0.000074328476,0.0000518145,0.00015459683,0.00005619478,0.00003513411],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019633157,0.0001570052,0.00044438077,0.00079633977,0.000011999915,0.00001911117,0.000089229485,0.00008755186,0.0000109008],"category_scores_gemma":[0.00005208528,0.00018210475,0.000103880935,0.0008234528,0.0000047599187,0.00008987248,0.000021727652,0.0000900828,1.9632675e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005588698,0.000013706269,0.0051179356,0.0006564124,0.00045202993,0.0000020094287,0.0001540633,0.92245483,0.06888917,0.0009577852,0.000012064704,0.0012843718],"study_design_scores_gemma":[0.00026184757,0.000030804727,0.039956488,0.000072207265,0.0003086429,6.2870174e-7,0.000077362674,0.9536636,0.005274805,0.000016793283,0.00017441131,0.00016243705],"about_ca_topic_score_codex":0.000013316079,"about_ca_topic_score_gemma":0.00010944606,"teacher_disagreement_score":0.34689814,"about_ca_system_score_codex":0.000035168618,"about_ca_system_score_gemma":0.000013330102,"threshold_uncertainty_score":0.74260163},"labels":[],"label_agreement":null},{"id":"W4406629600","doi":"10.2139/ssrn.5105126","title":"Experimental Study on the Micro-Mechanism and Mechanical Property of Concrete with Calcined Coal Gangue Coarse Aggregate","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Aggregate (composite); Calcination; Gangue; Property (philosophy); Materials science; Mechanism (biology); Coal; Composite material; Waste management; Metallurgy; Engineering; Chemistry; Physics","score_opus":0.009973732957903126,"score_gpt":0.21791192562954345,"score_spread":0.20793819267164032,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406629600","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9813222,0.0017851737,0.015118681,0.0001070072,0.0005068967,0.00084879925,0.000024620878,0.000113184884,0.00017338092],"genre_scores_gemma":[0.9987002,0.00046011613,0.00022979874,0.000024355119,0.000091286034,0.00006539829,0.0000048225716,0.00006554759,0.00035849353],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9977452,0.000073008254,0.0003996675,0.00032544782,0.00031102076,0.0011456462],"domain_scores_gemma":[0.9992693,0.000059657214,0.00013951154,0.000375866,0.000069291695,0.000086373606],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.00092928304,0.00043920454,0.0005192194,0.00015810244,0.00010992043,0.00006548603,0.0004143115,0.00018494084,0.00000892851],"category_scores_gemma":[0.00002202073,0.00025838055,0.0001077324,0.00009881783,0.000029039,0.000035517965,0.00024082437,0.003104894,0.0000015307229],"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":[0.0016243291,0.0008697358,0.00010700101,0.0009969156,0.012684482,0.00034202714,0.010852544,0.0500777,0.59194237,0.32470918,0.00053822045,0.005255539],"study_design_scores_gemma":[0.011965765,0.0154918805,0.00005040032,0.004229935,0.0014453519,0.0018270053,0.040650588,0.17727792,0.702517,0.040332288,0.0006129837,0.0035989084],"about_ca_topic_score_codex":0.00006298203,"about_ca_topic_score_gemma":0.000057297704,"teacher_disagreement_score":0.2843769,"about_ca_system_score_codex":0.00042042675,"about_ca_system_score_gemma":0.0005529303,"threshold_uncertainty_score":0.9999868},"labels":[],"label_agreement":null},{"id":"W4409385345","doi":"10.1016/j.engfailanal.2025.109600","title":"Floor heave mechanism and stiff control technology by I-beam for deep mine roadway","year":2025,"lang":"en","type":"article","venue":"Engineering Failure Analysis","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nickel Institute","funders":"Yalong River Joint Fund; National Natural Science Foundation of China","keywords":"Mechanism (biology); Engineering; Beam (structure); Geology; Geotechnical engineering; Mining engineering; Structural engineering","score_opus":0.0010440149371611141,"score_gpt":0.15865400546323738,"score_spread":0.15760999052607627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409385345","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.056198876,0.0021615336,0.93995064,0.00031631562,0.00024700552,0.00024929424,0.000054613745,0.00078580383,0.000035912115],"genre_scores_gemma":[0.9857803,0.000051597795,0.013489678,0.00003316696,0.000045524237,0.00020266193,0.000049492803,0.00005950388,0.00028806122],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99875206,0.00000378847,0.00031839416,0.00034680404,0.000106527434,0.00047240875],"domain_scores_gemma":[0.99939394,0.000076429875,0.000027209986,0.0003384032,0.00006492558,0.000099100376],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00016358007,0.00033264104,0.0005729002,0.0011447668,0.00006323814,0.000057932277,0.00019935903,0.00024462357,0.000018156848],"category_scores_gemma":[0.00008120549,0.0003660793,0.00018335287,0.0014187382,0.000011511161,0.00007217517,0.00003851294,0.00021726308,0.0000039189663],"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":[0.0000058568003,0.000019471672,0.00007052566,0.00023509416,0.0033774308,0.000004780383,0.00006989784,0.8923555,0.09172107,0.008000581,0.0015107292,0.002629027],"study_design_scores_gemma":[0.00072522665,0.000033419954,0.00004282731,0.00003545856,0.001059007,0.000002933196,0.00006552284,0.9689485,0.016049642,0.00033817848,0.012314254,0.00038505706],"about_ca_topic_score_codex":0.000009852727,"about_ca_topic_score_gemma":0.000036395173,"teacher_disagreement_score":0.92958146,"about_ca_system_score_codex":0.00006700664,"about_ca_system_score_gemma":0.0000090034455,"threshold_uncertainty_score":0.9998791},"labels":[],"label_agreement":null},{"id":"W4409638787","doi":"10.1016/j.cscm.2025.e04680","title":"Experimental study on the micro-mechanism and compressive strength of concrete with calcined coal gangue coarse aggregate","year":2025,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":7,"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":"Chongqing Postdoctoral Science Special Foundation; Fundamental Research Funds for the Central Universities; Natural Science Foundation of Chongqing; Postdoctoral Research Foundation of China; National Natural Science Foundation of China","keywords":"Aggregate (composite); Compressive strength; Gangue; Coal; Mechanism (biology); Calcination; Materials science; Geotechnical engineering; Composite material; Waste management; Geology; Metallurgy; Engineering; Chemistry","score_opus":0.0183178571357525,"score_gpt":0.2649426709148261,"score_spread":0.24662481377907358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409638787","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979649,0.0003188489,0.00016550861,0.0000090347685,0.0009593922,0.0004013029,0.000048725746,0.000045184755,0.0000870929],"genre_scores_gemma":[0.99940825,0.000033033284,0.0004234244,0.000009682058,0.000020638041,0.00007629769,0.0000016774351,0.000013662047,0.000013350545],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999375,0.000040540235,0.00024333653,0.00014979734,0.00006135247,0.00012998562],"domain_scores_gemma":[0.99963254,0.00010799843,0.000053063824,0.00015086008,0.000038370024,0.0000171799],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012576081,0.00016241363,0.00030714154,0.000097791664,0.00006349777,0.000019302017,0.00004774259,0.000034230186,0.000017015827],"category_scores_gemma":[0.00002256416,0.00011832924,0.000012990434,0.000090355315,0.00011872041,0.000029296187,0.00006297677,0.00006745,7.0515273e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001419446,0.0000352432,0.000118949785,0.0002724889,0.00066059426,0.0007314293,0.0056458213,0.0009902534,0.98152244,0.009551785,0.00012835053,0.00020069288],"study_design_scores_gemma":[0.0012481392,0.00021691929,0.000021715194,0.00029062337,0.000042332213,0.0003857667,0.04211841,0.0005034977,0.9549427,0.00006670809,0.00001843186,0.00014472629],"about_ca_topic_score_codex":0.00001893058,"about_ca_topic_score_gemma":0.0000047345434,"teacher_disagreement_score":0.03647259,"about_ca_system_score_codex":0.000036678994,"about_ca_system_score_gemma":0.000007474376,"threshold_uncertainty_score":0.48253262},"labels":[],"label_agreement":null},{"id":"W4409799989","doi":"10.11159/icgre25.179","title":"Effect of Extreme Heating on the Mineralogy and Microstructure of Expansive Soil","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Expansive clay; Microstructure; Expansive; Geology; Materials science; Mineralogy; Geotechnical engineering; Composite material; Soil science; Soil water","score_opus":0.0030586394879988854,"score_gpt":0.16895641332662326,"score_spread":0.16589777383862436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799989","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99849254,0.00048710476,0.000013295137,0.000041718296,0.00040115791,0.00020502093,0.00002256972,0.00002881885,0.0003077459],"genre_scores_gemma":[0.9996428,0.00007523901,0.00010277288,0.00001402305,0.000017640095,0.000012947456,0.000001499403,0.000026018104,0.0001070532],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992464,0.0000043015925,0.0002538983,0.000170773,0.00013340927,0.00019122491],"domain_scores_gemma":[0.9995969,0.00016355552,0.000079428944,0.00011881964,0.000008988258,0.000032337488],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010647678,0.00024783023,0.00031832134,0.00013708393,0.000053884673,0.000015586093,0.00018634895,0.000057879843,0.0000069692246],"category_scores_gemma":[0.00003161302,0.00016301569,0.00006670553,0.00014266669,0.000085271764,0.000053629163,0.0001080243,0.0002181096,7.293902e-8],"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":[0.000037734946,0.0000041693074,0.0014677504,0.0010465661,0.00014567406,3.466117e-7,0.00019992421,0.060756408,0.9301409,0.00414613,0.000104595405,0.0019497781],"study_design_scores_gemma":[0.00064761855,0.00016704519,0.0088657085,0.0010315801,0.00008998823,0.000010953797,0.00016177233,0.095154695,0.89327794,0.00020909427,0.00013046639,0.0002531195],"about_ca_topic_score_codex":0.000006821761,"about_ca_topic_score_gemma":0.0000034045913,"teacher_disagreement_score":0.036862966,"about_ca_system_score_codex":0.00002820597,"about_ca_system_score_gemma":0.0000018953001,"threshold_uncertainty_score":0.6647587},"labels":[],"label_agreement":null},{"id":"W4412117832","doi":"10.1139/cgj-2025-0017","title":"Deformation and Failure Characteristics of Sublevel Tunnels under Triple-Level Combined Backfill Mining in Steeply-Dipping and Ultra-Thick Orebodies","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geology; Deformation (meteorology); Mining engineering","score_opus":0.01278148039316014,"score_gpt":0.19513540537435958,"score_spread":0.18235392498119946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412117832","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.951948,0.00038893128,0.046316694,0.000568856,0.00034361068,0.00016213236,0.000051447245,0.000049525413,0.00017078902],"genre_scores_gemma":[0.99841523,0.00017175716,0.0012537411,0.000072650844,0.00002144085,0.0000039886213,0.0000065017994,0.000017523229,0.000037178666],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990629,0.0000144176065,0.0004118833,0.00010578379,0.00008744531,0.00031759165],"domain_scores_gemma":[0.9995087,0.000070001224,0.000051295585,0.00009668179,0.000059887487,0.00021345777],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034721094,0.00014791879,0.0002721299,0.00050172914,0.00007682986,0.00006690812,0.00010501827,0.00017796655,0.000009200365],"category_scores_gemma":[0.00012635837,0.0001558495,0.000030241134,0.00021682915,0.000031181855,0.00013381516,0.000019866551,0.00045341067,5.189959e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022242933,0.00016030997,0.02242069,0.005804552,0.0014343044,0.00055731816,0.009579959,0.43052444,0.18003365,0.07120225,0.008429213,0.26963088],"study_design_scores_gemma":[0.0044545988,0.00022645447,0.21405531,0.0033837138,0.0001390184,0.0006613336,0.0034191853,0.7600768,0.0031916117,0.004214367,0.0048799897,0.0012975825],"about_ca_topic_score_codex":0.00038168125,"about_ca_topic_score_gemma":0.0020604439,"teacher_disagreement_score":0.32955238,"about_ca_system_score_codex":0.00015250787,"about_ca_system_score_gemma":0.000117034106,"threshold_uncertainty_score":0.63553584},"labels":[],"label_agreement":null},{"id":"W4412564066","doi":"10.1139/cgj-2025-0183","title":"Lignin–MgO-based loess stabilization incorporating CO<sub>2</sub> mineralization","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Mineralization (soil science); Loess; Geotechnical engineering; Lignin; Geology; Environmental science; Soil science; Soil water; Chemistry; Geomorphology","score_opus":0.006330382712934702,"score_gpt":0.19384410699448484,"score_spread":0.18751372428155014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412564066","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23545627,0.00026407067,0.7613305,0.0004103768,0.000988532,0.00021807969,0.000024433491,0.00038345018,0.00092430465],"genre_scores_gemma":[0.9986644,0.000025379575,0.0008584504,0.00022952596,0.000110674395,0.000012527514,0.000040965293,0.000039904884,0.000018177027],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99891925,0.000021797427,0.00036193765,0.00015060339,0.00015454955,0.00039187],"domain_scores_gemma":[0.9992586,0.000036970345,0.00004846154,0.00018068751,0.00011943424,0.00035585713],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031296982,0.00017688701,0.00017984898,0.00055506,0.00016639449,0.00013111964,0.00019153036,0.00020331587,0.0000139951235],"category_scores_gemma":[0.0001278333,0.00019816135,0.00006886024,0.00055467815,0.000019817988,0.000118213575,0.000011775067,0.00044026994,0.0000095466685],"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":[0.0000015336961,0.000006432431,0.0001267172,0.000051825937,0.000019965428,0.00003391315,0.000013606735,0.92438275,0.06254842,0.0018669352,0.0055163233,0.005431596],"study_design_scores_gemma":[0.0003642688,0.000029722194,0.00031787797,0.0002322815,0.000024704967,0.00003129837,0.000026367985,0.9489481,0.041733768,0.0007561929,0.007242993,0.0002924144],"about_ca_topic_score_codex":0.00027355074,"about_ca_topic_score_gemma":0.0026658736,"teacher_disagreement_score":0.7632081,"about_ca_system_score_codex":0.00047628334,"about_ca_system_score_gemma":0.00039077265,"threshold_uncertainty_score":0.8080785},"labels":[],"label_agreement":null},{"id":"W4413391443","doi":"10.1115/omae2025-157164","title":"Quantitative Characterization of Mineral Properties and Microstructures in Deep Coal-Rock","year":2025,"lang":"en","type":"article","venue":"","topic":"Geomechanics and Mining Engineering","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 Regina","funders":"","keywords":"Characterization (materials science); Geology; Coal; Mineral; Mineralogy; Mining engineering; Materials science; Metallurgy; Chemistry; Nanotechnology","score_opus":0.009200802650330835,"score_gpt":0.19151967500788755,"score_spread":0.18231887235755673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413391443","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97519636,0.00018708248,0.024134144,0.000012326976,0.000095694915,0.000056132245,0.0000020447421,0.00003675077,0.00027944794],"genre_scores_gemma":[0.9989584,0.000032218828,0.0008431298,0.0000088086,0.000002800638,0.000004690177,0.000004298146,0.000005753475,0.00013991789],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997656,0.000002341991,0.000095465795,0.0000505926,0.00002125242,0.00006476223],"domain_scores_gemma":[0.99992996,0.000005757997,0.000006744533,0.000037301073,0.00001232665,0.000007908611],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000020829391,0.000053063777,0.000083213956,0.00009606326,0.000006085975,0.000007891656,0.000024787028,0.00002636541,0.00000383299],"category_scores_gemma":[0.000007983134,0.00004682099,0.000007252679,0.00007674588,0.0000038390776,0.000038470025,0.00001260302,0.000033351535,3.192581e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003827865,0.0000021685908,0.0003903003,0.00011794696,0.000008229846,2.6652984e-7,0.00029672074,0.010061045,0.98682344,0.0018220114,0.0000070396113,0.00046700714],"study_design_scores_gemma":[0.00027948705,0.000026891006,0.03858337,0.00012426304,0.0000056774256,0.0000012166895,0.00021776123,0.6101215,0.35015628,0.00013223836,0.00022841575,0.00012288844],"about_ca_topic_score_codex":0.000011224383,"about_ca_topic_score_gemma":0.000027699121,"teacher_disagreement_score":0.63666713,"about_ca_system_score_codex":0.000007061943,"about_ca_system_score_gemma":0.0000032329142,"threshold_uncertainty_score":0.19093046},"labels":[],"label_agreement":null},{"id":"W4413771092","doi":"10.1139/cgj-2025-0277","title":"Deformation mechanisms of Dazu Rock Carvings ceiling based on negative Poisson’s ratio anchor support","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Deformation (meteorology); Geology; Poisson's ratio; Ceiling (cloud); Poisson distribution; Engineering; Structural engineering; Mathematics; Statistics","score_opus":0.005243280830342553,"score_gpt":0.18852871964974297,"score_spread":0.1832854388194004,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413771092","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010840606,0.000032566448,0.9858751,0.00042336067,0.0007521997,0.00017247292,0.00003754848,0.00013019587,0.0017359407],"genre_scores_gemma":[0.99769455,0.000008822137,0.0018784722,0.00026704234,0.00004615997,0.000008895297,0.000010191287,0.000024058905,0.00006180199],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99896675,0.000013235845,0.00036574132,0.0001135937,0.00017394815,0.00036670905],"domain_scores_gemma":[0.99931914,0.000040815794,0.00005527751,0.00018246127,0.00010653829,0.00029576648],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003125523,0.00015813552,0.0002103649,0.0005483091,0.000114527764,0.000051359475,0.00021917027,0.00016566116,0.00008593072],"category_scores_gemma":[0.00014719173,0.0001648909,0.000085258886,0.00033702856,0.000007552433,0.0001118742,0.000013456146,0.00050852494,0.000008533583],"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":[0.0000050075987,0.000005982351,0.000004482438,0.000043783053,0.000026196034,0.000019680117,0.00005395624,0.98510385,0.0066802646,0.0036286276,0.001917197,0.0025109802],"study_design_scores_gemma":[0.0003546561,0.00009029463,0.00016444933,0.0002119152,0.000024431574,0.000024942383,0.000084458756,0.97386456,0.02001848,0.002048888,0.002926467,0.00018645999],"about_ca_topic_score_codex":0.00056330994,"about_ca_topic_score_gemma":0.00069992425,"teacher_disagreement_score":0.98685396,"about_ca_system_score_codex":0.00045998467,"about_ca_system_score_gemma":0.0003742066,"threshold_uncertainty_score":0.67240554},"labels":[],"label_agreement":null},{"id":"W4414113415","doi":"10.1139/cgj-2025-0195","title":"Hydro-mechanical coupled behavior analysis of multi-jointed rock mass under triaxial compression based on the discrete element method","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"National Natural Science Foundation of China","keywords":"Rock mass classification; Joint (building); Discrete element method; Rock mechanics; Geological Strength Index; Triaxial shear test; Calibration; Compression (physics); Overburden pressure","score_opus":0.017205589885900346,"score_gpt":0.2614128374053342,"score_spread":0.24420724751943387,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414113415","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0106973415,0.000055073397,0.9878178,0.00063784583,0.00037538967,0.00024236132,0.00004729305,0.00007607357,0.000050815797],"genre_scores_gemma":[0.99476105,0.000011800406,0.004837674,0.00023280212,0.00003281131,0.000031812462,0.000016241633,0.000028451042,0.000047381123],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99846,0.000078925,0.000542144,0.00019836599,0.00027691817,0.00044364965],"domain_scores_gemma":[0.99890625,0.00025795074,0.00007640472,0.0003790426,0.00007457336,0.00030574584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076971867,0.00021889072,0.00043419143,0.0008208292,0.00014695142,0.000056736597,0.0004086346,0.0002026982,0.00027723427],"category_scores_gemma":[0.00014266885,0.0001674751,0.0003474533,0.0008213054,0.000013023764,0.000029973538,0.00003032473,0.0007979493,0.000002995197],"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":[0.000013878356,0.000020567877,0.0000093367635,0.000007836925,0.00029782762,0.000019202003,0.000005617301,0.9795298,0.018016413,0.0009910349,0.0003091127,0.0007793783],"study_design_scores_gemma":[0.0005506531,0.000052830244,0.00046290184,0.00011658895,0.0006186831,0.00000434224,0.000039362203,0.99410754,0.0027713678,0.00009297598,0.0010137956,0.0001689421],"about_ca_topic_score_codex":0.0007624714,"about_ca_topic_score_gemma":0.0012970685,"teacher_disagreement_score":0.9840637,"about_ca_system_score_codex":0.00037981346,"about_ca_system_score_gemma":0.00017133479,"threshold_uncertainty_score":0.68294364},"labels":[],"label_agreement":null},{"id":"W4414159355","doi":"10.1139/cgj-2025-0265","title":"Optimizing coal pillar dimensions in inclined coal seams: a strain-softening and inclination-dependent analysis","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Coal; Coal mining; Pillar; Rock mass classification; Shear (geology); Coal field","score_opus":0.0068679479965846595,"score_gpt":0.2134797154712732,"score_spread":0.20661176747468854,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414159355","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5082607,0.002374989,0.4863193,0.0011209076,0.00071644096,0.00028510095,0.00008306464,0.00027053326,0.00056892383],"genre_scores_gemma":[0.99628997,0.0001611559,0.003277103,0.00014191291,0.000042415926,0.000007950976,0.000011758721,0.00002183651,0.00004592095],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987396,0.000023190525,0.0004187095,0.00018955099,0.00015558921,0.00047337075],"domain_scores_gemma":[0.9992327,0.00008662247,0.00003491212,0.0001580517,0.000056589102,0.00043110523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005246793,0.00017540052,0.00030733598,0.0013949357,0.00017301668,0.0001138676,0.00018199938,0.00019616395,0.000026834397],"category_scores_gemma":[0.00012979281,0.00019359373,0.000091099195,0.00071702985,0.000022391727,0.000095876974,0.00006092279,0.0007659968,0.0000017849577],"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":[0.0000025449121,0.0000068256822,0.0006872789,0.000014432125,0.00017901837,0.00016428204,0.00009669617,0.9956017,0.0007543223,0.00056859746,0.00011606512,0.0018082095],"study_design_scores_gemma":[0.0006164272,0.00002796518,0.005609533,0.00014629764,0.00017732906,0.00007822776,0.00024706687,0.98966116,0.000099153774,0.00053330866,0.002504419,0.00029910138],"about_ca_topic_score_codex":0.0013592218,"about_ca_topic_score_gemma":0.013149845,"teacher_disagreement_score":0.4880292,"about_ca_system_score_codex":0.00043522648,"about_ca_system_score_gemma":0.0002120273,"threshold_uncertainty_score":0.7894524},"labels":[],"label_agreement":null},{"id":"W4414492017","doi":"10.1139/cgj-2025-0458","title":"Field investigation on long-term deformation characteristics of long-and-narrow basements in soft clays","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Excavation; Basement; Deformation (meteorology); Settlement (finance); Ground movement; Retaining wall","score_opus":0.0092781559193871,"score_gpt":0.19923794686519097,"score_spread":0.18995979094580387,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414492017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9531994,0.000116223164,0.045751758,0.00033362498,0.00032798588,0.00008815999,0.0000067266546,0.000031398562,0.00014470982],"genre_scores_gemma":[0.99959725,0.00004769694,0.00010779059,0.00018334774,0.000026114345,0.0000027960127,0.000009510036,0.000008811929,0.000016683922],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99941856,0.0000072558955,0.0002453011,0.000064275046,0.00007644034,0.00018814825],"domain_scores_gemma":[0.99966294,0.00002699768,0.000031797583,0.00008893292,0.000026036994,0.00016328844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017844899,0.00008271887,0.00012016403,0.00030211607,0.000038020888,0.000028497494,0.00009266209,0.00011920339,0.000030560426],"category_scores_gemma":[0.000074129595,0.00009140813,0.000025508925,0.00012443583,0.000009447609,0.00006656881,0.000010325881,0.0003514247,0.0000030080369],"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":[0.000051769803,0.00005512492,0.101904735,0.0011184242,0.00015259597,0.00043683164,0.0007643962,0.24578753,0.008292654,0.0028099443,0.0052688457,0.63335717],"study_design_scores_gemma":[0.00092936173,0.00022286829,0.5409901,0.0016594232,0.00004324324,0.00011372762,0.00003786152,0.44913372,0.00443403,0.0012922899,0.0006950709,0.00044830266],"about_ca_topic_score_codex":0.00033938282,"about_ca_topic_score_gemma":0.0021405013,"teacher_disagreement_score":0.6329088,"about_ca_system_score_codex":0.0001416837,"about_ca_system_score_gemma":0.000074956944,"threshold_uncertainty_score":0.37275153},"labels":[],"label_agreement":null},{"id":"W4415324316","doi":"10.36487/acg_repo/2535_22","title":"Operational open pit ground support design at Rainy River Mine","year":2025,"lang":"","type":"article","venue":"","topic":"Geomechanics and Mining 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":"Slope stability; Discontinuity (linguistics); Kinematics; Open-pit mining; Classification of discontinuities; Factor of safety; Safety factor; Wedge (geometry); Photogrammetry","score_opus":0.024313069870879393,"score_gpt":0.23926115967261338,"score_spread":0.214948089801734,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415324316","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012807502,0.00044162443,0.90649104,0.0007340315,0.0026172113,0.0010392964,0.000032802836,0.00021242486,0.075624086],"genre_scores_gemma":[0.7007869,0.00015443451,0.061138242,0.0005348635,0.00014434692,0.00011612239,0.000083442304,0.000084515275,0.23695715],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99821806,0.000026780062,0.0004976025,0.00047745695,0.00021838502,0.00056170835],"domain_scores_gemma":[0.9991448,0.00012774025,0.000031752195,0.00043792668,0.00010013334,0.00015767085],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00053369417,0.00039384302,0.00040232466,0.00022048473,0.00021748946,0.0003730998,0.0006817938,0.00020383629,0.0069361296],"category_scores_gemma":[0.000053961936,0.00042819633,0.000099372155,0.00038443712,0.000026405049,0.00036251513,0.00080901565,0.00022053217,0.0004621319],"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":[0.000071858245,0.0001490543,0.000135176,0.0003049696,0.00077911385,0.00008276044,0.0008919806,0.6757583,0.019744176,0.105864055,0.19028032,0.0059382357],"study_design_scores_gemma":[0.0022937057,0.0001863699,0.0013369232,0.00019059147,0.00014654367,0.000032064207,0.000092018985,0.78485703,0.009209154,0.0012242708,0.19947232,0.00095899845],"about_ca_topic_score_codex":0.00019353733,"about_ca_topic_score_gemma":0.000046930232,"teacher_disagreement_score":0.84535277,"about_ca_system_score_codex":0.00035756,"about_ca_system_score_gemma":0.00018790974,"threshold_uncertainty_score":0.999817},"labels":[],"label_agreement":null},{"id":"W64965353","doi":"","title":"isk Assessment in Strategic and Tactical Geomechanical Underground Mine Design","year":2008,"lang":"en","type":"article","venue":"The 42nd U.S. Rock Mechanics Symposium (USRMS)","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Mining engineering; Geology; Risk analysis (engineering); Business","score_opus":0.02807707032598042,"score_gpt":0.22255832582673207,"score_spread":0.19448125550075165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W64965353","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1693917,0.00055293523,0.8262485,0.00056436146,0.000973491,0.00062725926,0.0000139241465,0.0004703737,0.0011574073],"genre_scores_gemma":[0.9957152,0.0012628152,0.0024316679,0.00008310624,0.00013212483,0.00008312122,0.000012384079,0.000116198906,0.00016338633],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99777704,0.00008493851,0.0005012843,0.00045390756,0.00041520884,0.00076760555],"domain_scores_gemma":[0.9988834,0.00025528116,0.00006013745,0.0005285643,0.000047891153,0.00022470203],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006356463,0.00045925225,0.00046345463,0.0002046268,0.00021782055,0.00008959943,0.00040546796,0.0002684996,0.000048863618],"category_scores_gemma":[0.000021860014,0.00039147047,0.00009102519,0.00041018496,0.000012043726,0.00019183883,0.00018545333,0.0007871732,0.0000356872],"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":[0.000035722373,0.00014533859,0.000014845992,0.00012187784,0.0001374191,0.00017653761,0.0004832654,0.85174197,0.08003807,0.06650301,0.0003831014,0.00021882865],"study_design_scores_gemma":[0.0007826402,0.00021665316,0.000028221188,0.000055014374,0.0000526339,0.00036332654,0.00025198815,0.9812344,0.0024892814,0.01362003,0.00039963663,0.00050617836],"about_ca_topic_score_codex":0.000041841664,"about_ca_topic_score_gemma":0.000036722267,"teacher_disagreement_score":0.8263235,"about_ca_system_score_codex":0.00021458631,"about_ca_system_score_gemma":0.00009175697,"threshold_uncertainty_score":0.99985373},"labels":[],"label_agreement":null},{"id":"W6926403322","doi":"10.25316/ir-12941","title":"Nanaimo Free Press [Thursday, December 28, 1893]","year":2019,"lang":"en","type":"other","venue":"VIURRSpace (Vancouver Island University)","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"","score_opus":0.0064080427669845385,"score_gpt":0.16777580846577103,"score_spread":0.1613677656987865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6926403322","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0000042635015,0.00076365384,0.00857441,0.000012692602,0.0037548398,0.00028307232,0.00024752144,0.0010046872,0.98535484],"genre_scores_gemma":[0.0008747661,0.00079710287,0.00062405656,0.000010817909,0.0002470365,0.0000016836349,0.0000021443198,0.0005908685,0.9968515],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99873173,0.000015210499,0.00010881148,0.00040439088,0.00024432354,0.0004955298],"domain_scores_gemma":[0.9988928,0.00003007987,0.000071760885,0.000832746,0.000031167947,0.00014147782],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00003945961,0.00048137203,0.00045860535,0.0005622523,0.000040223054,0.00003664452,0.00060664496,0.0004870243,0.00038811725],"category_scores_gemma":[0.000010338656,0.0005441732,0.0001516449,0.00029738652,0.000021418417,0.00009972925,0.00020164935,0.00039595526,0.00021541078],"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":[0.0000051511906,0.000012567226,2.9262145e-7,0.00022236396,0.00019596991,0.00008105781,0.0000737012,0.0066198767,0.000038759194,0.0006825373,0.9917907,0.0002769896],"study_design_scores_gemma":[0.0008918896,0.000026855421,4.6940056e-7,0.00026087154,0.00010395234,0.0000027996102,0.00010070064,0.0033702953,0.00007481372,0.000014227554,0.9944974,0.000655693],"about_ca_topic_score_codex":0.00026421624,"about_ca_topic_score_gemma":0.0021227668,"teacher_disagreement_score":0.011496665,"about_ca_system_score_codex":0.00014406926,"about_ca_system_score_gemma":0.00004072361,"threshold_uncertainty_score":0.99970096},"labels":[],"label_agreement":null},{"id":"W6927256178","doi":"10.3233/mis-2011-0115","title":"A Web-Based Application of TELOSB Sensor Network","year":2011,"lang":"en","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Geomechanics and Mining Engineering","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 Ottawa; Acadia University","funders":"","keywords":"Wireless sensor network; Routing (electronic design automation); Routing protocol; Tree (set theory); Data collection","score_opus":0.14927668695222765,"score_gpt":0.43408057622212054,"score_spread":0.28480388926989286,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6927256178","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8482797,0.007463922,0.13115542,0.000015849722,0.0010486011,0.0006490639,0.000040998075,0.00028598326,0.011060435],"genre_scores_gemma":[0.99526364,0.00079527707,0.0036500995,0.000026793134,0.00010897393,0.00004593623,0.0000063475113,0.000069551344,0.000033361957],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986449,0.000029025143,0.0005539169,0.00019742681,0.00026989685,0.0003048438],"domain_scores_gemma":[0.9990334,0.00009230829,0.00024690048,0.00035514086,0.00013356566,0.00013866766],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00053637894,0.00021962487,0.00046162755,0.0003661459,0.0000523525,0.000104048726,0.000978954,0.00009850372,0.0011404025],"category_scores_gemma":[0.00004664472,0.00022286737,0.000117824384,0.0006422977,0.000023771516,0.0003979389,0.00016149641,0.00022577391,0.000011183752],"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":[0.000111578855,0.0002297365,0.086077705,0.00065503304,0.0004335122,0.000024931527,0.00026864556,0.24700607,0.60024047,0.00068200566,0.019214464,0.04505584],"study_design_scores_gemma":[0.0017962505,0.000037989073,0.275031,0.0011757456,0.00025569033,0.000020577925,0.00008109424,0.35033396,0.33233908,0.0049772067,0.032399654,0.0015517616],"about_ca_topic_score_codex":0.00012616154,"about_ca_topic_score_gemma":0.000013562329,"teacher_disagreement_score":0.26790142,"about_ca_system_score_codex":0.000044969507,"about_ca_system_score_gemma":0.000039229915,"threshold_uncertainty_score":0.99977267},"labels":[],"label_agreement":null},{"id":"W895850099","doi":"","title":"Study on the economic mining method for the close quarter coal seams with thin rock sheet","year":2001,"lang":"en","type":"article","venue":"煤炭学报：英文版","topic":"Geomechanics and Mining 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":"Coal mining; Mining engineering; Roof; Coal; Quarter (Canadian coin); Geology; Longwall mining; Engineering; Civil engineering","score_opus":0.017317328128560766,"score_gpt":0.2382671106259711,"score_spread":0.22094978249741035,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W895850099","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8309199,0.00009378286,0.1643685,0.00038273374,0.000717131,0.0008547384,0.00001504607,0.00028053127,0.0023676206],"genre_scores_gemma":[0.99724627,0.000007415253,0.0019237931,0.000099171,0.0002002749,0.0001971393,0.000002936052,0.00006244254,0.00026058295],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99921745,0.000021110938,0.0001624769,0.00019556908,0.00010103082,0.00030238842],"domain_scores_gemma":[0.9991384,0.00039206108,0.00002739264,0.00038539356,0.000012718283,0.00004400751],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043893006,0.00019482677,0.00017111492,0.000045189736,0.00012838656,0.00007549495,0.00025492118,0.00004781659,0.00003149254],"category_scores_gemma":[0.000012896167,0.0001131355,0.00005920215,0.000064533764,0.0000044570356,0.000052618238,0.000026771188,0.00017332811,0.000038967428],"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":[0.000036858015,0.00003373053,0.00025981414,0.0000140950215,0.00023498028,0.000010573628,0.008000918,0.9818302,0.00019170305,0.0017521661,0.005408181,0.0022267746],"study_design_scores_gemma":[0.0008482569,0.00047262324,0.0008492884,0.000034291512,0.00008128407,0.000022104448,0.017693479,0.9621501,0.0005249911,0.00007118451,0.016930744,0.00032165388],"about_ca_topic_score_codex":0.000049236456,"about_ca_topic_score_gemma":0.00023417141,"teacher_disagreement_score":0.16632631,"about_ca_system_score_codex":0.00006178309,"about_ca_system_score_gemma":0.000014434989,"threshold_uncertainty_score":0.46135318},"labels":[],"label_agreement":null},{"id":"W896399053","doi":"","title":"Underworld Resources公司在White Gold钻进勘查结果","year":2009,"lang":"zh","type":"article","venue":"黄金","topic":"Geomechanics and Mining 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":"White (mutation)","score_opus":0.008620743380109012,"score_gpt":0.18746673135961503,"score_spread":0.17884598797950602,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W896399053","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.051074475,0.0076184943,0.038593456,0.0020856236,0.0032640393,0.0004141159,0.000038005404,0.0017302344,0.89518154],"genre_scores_gemma":[0.99185246,0.0001407977,0.0014655519,0.00021472931,0.00046339474,0.000003376778,0.000009212944,0.00006208572,0.0057883635],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986899,0.00001028947,0.0002718358,0.00026881724,0.00020007779,0.00055907643],"domain_scores_gemma":[0.999321,0.00002824657,0.00003457301,0.00041352346,0.000027997192,0.00017468535],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00015438031,0.00028529728,0.00025925876,0.00016464255,0.000065747576,0.00010477705,0.00023514968,0.00016098705,0.0001617487],"category_scores_gemma":[0.000026132257,0.00032684792,0.000112338086,0.000315269,0.000009254812,0.00009074786,0.000035505822,0.00035567512,0.0004032953],"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":[0.00002419418,0.00016538672,0.000105465115,0.00035583062,0.00025672108,0.00024049092,0.0029019143,0.33892125,0.022563988,0.46261856,0.028777972,0.14306822],"study_design_scores_gemma":[0.0021452256,0.0006420611,0.009201046,0.0010980244,0.00023549049,0.00009303098,0.0003720085,0.36168697,0.0021686945,0.046256818,0.573332,0.0027686348],"about_ca_topic_score_codex":0.000012831427,"about_ca_topic_score_gemma":0.0000074972286,"teacher_disagreement_score":0.940778,"about_ca_system_score_codex":0.00009314788,"about_ca_system_score_gemma":0.000014783967,"threshold_uncertainty_score":0.99991834},"labels":[],"label_agreement":null}]}