{"meta":{"query_hash":"158d386a6adc","filters":{"venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium"},"cohort_total":56,"direct_labels_cover":0,"predictions_cover":56,"exported":56,"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/158d386a6adc","api":"https://metacan.xera.ac/api/v1/cohort?venue=52nd+U.S.+Rock+Mechanics%2FGeomechanics+Symposium"},"results":[{"id":"W2797760717","doi":"","title":"Evaluation of In-Situ Stresses From Modified Flatjack Testing Methodology in the Near Surface Environment","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Metal Forming Simulation Techniques","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":"Dalhousie University","funders":"","keywords":"In situ; Materials science; Chemistry","score_opus":0.09154663558264649,"score_gpt":0.2968876423879507,"score_spread":0.2053410068053042,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2797760717","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71633965,0.00039515443,0.28020915,0.00006945985,0.0005966108,0.0011058636,0.000036815385,0.00022411304,0.0010231525],"genre_scores_gemma":[0.9829465,0.000100535704,0.016620269,0.000042160034,0.000091498165,0.000074529795,0.000039291423,0.0000752924,0.0000099156005],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9963465,0.00078051194,0.0008369961,0.00050602143,0.0010194853,0.00051052985],"domain_scores_gemma":[0.99782676,0.0007866032,0.0002445464,0.0008274741,0.0002478105,0.00006681639],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.005088849,0.00038233635,0.00053878967,0.00019418426,0.00010831364,0.000047966063,0.00063955534,0.00034452727,0.00010703497],"category_scores_gemma":[0.0005041965,0.00035743558,0.00008949742,0.00066812703,0.0000144201595,0.00025230306,0.00017453085,0.00040806245,0.000048002985],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002108697,0.00007139114,0.00003072922,0.000042635587,0.000043703978,0.000002664792,0.0011844112,0.52266145,0.46749896,0.006164552,0.000030751766,0.0022476588],"study_design_scores_gemma":[0.0005018018,0.00014357625,0.00003949696,0.000072505594,0.00008570821,0.0000031747425,0.0001649301,0.6850932,0.24398963,0.06956678,0.00009057455,0.00024857812],"about_ca_topic_score_codex":0.0002200922,"about_ca_topic_score_gemma":0.00027982498,"teacher_disagreement_score":0.26660684,"about_ca_system_score_codex":0.0003388435,"about_ca_system_score_gemma":0.000087049826,"threshold_uncertainty_score":0.99988776},"labels":[],"label_agreement":null},{"id":"W2889387663","doi":"","title":"Creep Analysis of Pump Station Cavern in Thinly Bedded Shale","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geoscience and Mining Technology","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Geology; Oil shale; Mining engineering; Geotechnical engineering; Paleontology","score_opus":0.009995990886474482,"score_gpt":0.22062050796193183,"score_spread":0.21062451707545735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2889387663","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":[0.48832646,0.00013567989,0.5074865,0.00015397338,0.0013570595,0.0004504937,0.00014182088,0.00068800646,0.0012599913],"genre_scores_gemma":[0.9982393,0.00017386233,0.0010905663,0.0000871649,0.00006544707,0.0000462771,0.00007999844,0.00006306921,0.0001543384],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99736565,0.000047271693,0.0007488974,0.0005991259,0.00046923707,0.00076984055],"domain_scores_gemma":[0.99850386,0.00006498912,0.00019618779,0.0008461829,0.000254222,0.00013457375],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006016784,0.000372751,0.00069806917,0.0016640411,0.00012670457,0.000040053917,0.00076877826,0.0004381106,0.0001963674],"category_scores_gemma":[0.000087486485,0.00041251598,0.00019625237,0.0033693078,0.00001730599,0.00029741743,0.00022585613,0.00034683218,0.000106793355],"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":[0.00007981595,0.00030966834,0.00036426805,0.00019374386,0.0009920505,0.000039466242,0.0050193476,0.14375299,0.74578255,0.09975535,0.0005176461,0.003193074],"study_design_scores_gemma":[0.0004612994,0.00033489286,0.00005705598,0.00004126754,0.00033662328,0.000007568841,0.0006796959,0.893535,0.09459829,0.009086868,0.00043818125,0.000423263],"about_ca_topic_score_codex":0.00028431628,"about_ca_topic_score_gemma":0.0017130522,"teacher_disagreement_score":0.74978197,"about_ca_system_score_codex":0.00019650538,"about_ca_system_score_gemma":0.00007533867,"threshold_uncertainty_score":0.9998327},"labels":[],"label_agreement":null},{"id":"W2891369960","doi":"","title":"A Numerical Investigation of the Effects of Formation Stiffness on Induced Seismicity Magnitudes","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Induced seismicity; Geology; Stiffness; Seismology; Structural engineering; Engineering","score_opus":0.012061285229968096,"score_gpt":0.2076854230234314,"score_spread":0.1956241377934633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2891369960","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93497807,0.00007823442,0.05886642,0.0011375814,0.0027308117,0.0010907085,0.000070453985,0.00023405864,0.0008136587],"genre_scores_gemma":[0.997966,0.000040864565,0.00022296197,0.0015655421,0.00010575273,0.000006180278,0.000034867655,0.000013183602,0.000044650613],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979347,0.00023040987,0.000513426,0.0003528442,0.0006164035,0.00035221624],"domain_scores_gemma":[0.99834466,0.00021758978,0.00049984746,0.0005210946,0.0002962747,0.00012052447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004506447,0.00026823548,0.0003503912,0.00021775813,0.0002801686,0.000031199095,0.00059294165,0.00020449865,0.00009845491],"category_scores_gemma":[0.0001981193,0.00020070613,0.00014377607,0.0006789378,0.00002738029,0.00033107944,0.00006954517,0.00027897395,0.000056729135],"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":[0.00056130096,0.00028196923,0.0009889822,0.0017317645,0.00015042112,0.000006349672,0.003765449,0.0031112058,0.93953323,0.014506079,0.007282722,0.028080504],"study_design_scores_gemma":[0.00034828566,0.00082303997,0.00026844753,0.00026606393,0.00004236356,0.000009909819,0.00008311587,0.2855321,0.69745153,0.014677187,0.00029873586,0.00019921892],"about_ca_topic_score_codex":0.001181634,"about_ca_topic_score_gemma":0.000019572244,"teacher_disagreement_score":0.28242087,"about_ca_system_score_codex":0.000028976776,"about_ca_system_score_gemma":0.00010657346,"threshold_uncertainty_score":0.8184558},"labels":[],"label_agreement":null},{"id":"W2891767744","doi":"","title":"Reinforced Shotcrete Performance: Quantifying the Influence of Ground Support Installation Sequence","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical Engineering and Soil Stabilization","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":"Barrick Gold (Canada); University of British Columbia","funders":"","keywords":"Shotcrete; Sequence (biology); Forensic engineering; Engineering; Geology; Geotechnical engineering; Computer science","score_opus":0.01888846939309602,"score_gpt":0.22619848026133552,"score_spread":0.2073100108682395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2891767744","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6943195,0.00005041918,0.30255863,0.00006687633,0.0009743098,0.0005458936,0.00002559059,0.00076632824,0.00069245754],"genre_scores_gemma":[0.9988874,0.00041479972,0.00019986805,0.00006782386,0.00013721592,0.000050686253,0.000051509214,0.000092086564,0.00009858431],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99758226,0.00003689769,0.00078796863,0.0003948427,0.00057419017,0.0006238608],"domain_scores_gemma":[0.9982893,0.00008281269,0.00018192115,0.00080547435,0.00049767585,0.00014284022],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00068736175,0.00040689856,0.0003861564,0.0002070993,0.0003153516,0.000072385104,0.0006235556,0.00034087602,0.000060498944],"category_scores_gemma":[0.00012509922,0.00036257546,0.00011355565,0.0010608493,0.000022710668,0.000546779,0.00017371213,0.00043427895,0.0000794254],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016016389,0.000005763561,0.000003814865,0.00018664631,0.00002765574,0.0000010164194,0.00039202272,0.7640158,0.22199355,0.013071697,0.000023554165,0.00026245785],"study_design_scores_gemma":[0.00028602127,0.00034437596,0.000034129356,0.00012904554,0.000045438384,0.000028738395,0.000088411405,0.9576543,0.039194975,0.000704338,0.0010716999,0.00041854093],"about_ca_topic_score_codex":0.00004176943,"about_ca_topic_score_gemma":0.00001811426,"teacher_disagreement_score":0.30456793,"about_ca_system_score_codex":0.00018467213,"about_ca_system_score_gemma":0.00008955528,"threshold_uncertainty_score":0.99988264},"labels":[],"label_agreement":null},{"id":"W2895845544","doi":"","title":"Geomechanical Characterization of Naturally Fractured Formation, Montney, Alberta","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"","keywords":"Geology; Reservoir modeling; Geotechnical engineering","score_opus":0.004985845503796244,"score_gpt":0.19853835625880553,"score_spread":0.1935525107550093,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2895845544","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":[0.25312448,0.00012279641,0.727018,0.0032215104,0.005742915,0.0025152904,0.00023656046,0.00051093247,0.007507503],"genre_scores_gemma":[0.9959748,0.0002573796,0.000480105,0.0007912497,0.0003239177,0.00004579459,0.00028595934,0.00009962171,0.0017411703],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99610966,0.00012152045,0.0010687382,0.0008455146,0.00096389913,0.00089064677],"domain_scores_gemma":[0.9977247,0.000071963506,0.00071136456,0.0009273345,0.00020431286,0.00036033976],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00054746424,0.0005702711,0.0006226988,0.00018396955,0.00048225757,0.00009057178,0.0009294428,0.00074611127,0.0034715468],"category_scores_gemma":[0.00009715858,0.00048453486,0.00027961825,0.00086966,0.000027749686,0.0009387093,0.0007585749,0.00051398575,0.0012294855],"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":[0.00031159582,0.0002699514,0.00003419633,0.00006060502,0.00010250649,0.000009206295,0.0011273826,0.0007275617,0.98212355,0.012280631,0.0015487912,0.0014039938],"study_design_scores_gemma":[0.0023528326,0.001813105,0.00015609339,0.00019229182,0.0002826933,0.00017433321,0.00013327457,0.4913462,0.4178547,0.02124996,0.062870644,0.0015738794],"about_ca_topic_score_codex":0.00033005053,"about_ca_topic_score_gemma":0.00033484498,"teacher_disagreement_score":0.74285036,"about_ca_system_score_codex":0.0002964959,"about_ca_system_score_gemma":0.000057388956,"threshold_uncertainty_score":0.9997606},"labels":[],"label_agreement":null},{"id":"W2897217408","doi":"","title":"Spile Support Performance Monitored in a Shallow Urban Tunnel Using Distributed Optical Strain Sensing","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Advanced Fiber Optic Sensors","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":"Strain (injury); Remote sensing; Environmental science; Computer science; Geology; Biology","score_opus":0.014077022331744892,"score_gpt":0.2233975846441131,"score_spread":0.2093205623123682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2897217408","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":[0.4063936,0.00008170454,0.5879705,0.00007519392,0.0028760505,0.0008310361,0.00027581782,0.00096827745,0.00052786147],"genre_scores_gemma":[0.98603076,0.000095174204,0.012422871,0.00008536501,0.0007539998,0.000022291071,0.00019410862,0.00031587543,0.0000795816],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9952085,0.00006533959,0.0011439023,0.0010182397,0.0007200578,0.0018439582],"domain_scores_gemma":[0.9978883,0.000101408856,0.00018530712,0.0010294446,0.00029891354,0.0004965976],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005356596,0.0008991806,0.00087963993,0.00050157856,0.0003233141,0.00013543051,0.00061721524,0.0006510276,0.000106079526],"category_scores_gemma":[0.00009386283,0.0010568071,0.00020397817,0.001213558,0.000027183127,0.00062224234,0.00030351637,0.00092439656,0.00022044379],"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":[0.00015198316,0.00015979503,0.000081677375,0.00025681301,0.00014969856,0.00022336471,0.0010445665,0.3602643,0.6321943,0.0038158693,0.00025597148,0.0014016647],"study_design_scores_gemma":[0.0012110019,0.00038413695,0.000029243114,0.00021238063,0.00008048223,0.00022913712,0.00046307474,0.93649143,0.057688717,0.0014039495,0.0006828314,0.0011236181],"about_ca_topic_score_codex":0.000019771798,"about_ca_topic_score_gemma":0.000052299285,"teacher_disagreement_score":0.57963717,"about_ca_system_score_codex":0.00097223744,"about_ca_system_score_gemma":0.00014704962,"threshold_uncertainty_score":0.99918824},"labels":[],"label_agreement":null},{"id":"W2898186775","doi":"","title":"Applications of Virtual and Mixed Reality in Rock Engineering","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geological Modeling and Analysis","field":"Earth and Planetary Sciences","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University","funders":"","keywords":"Virtual reality; Mixed reality; Computer science; Geology; Human–computer interaction","score_opus":0.0120539091545996,"score_gpt":0.20622595620181,"score_spread":0.1941720470472104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898186775","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":[0.07101096,0.00041605174,0.9265105,0.0005057559,0.00042258017,0.00039954463,0.00016627592,0.00013020373,0.00043813966],"genre_scores_gemma":[0.99866515,0.00025210067,0.0006112097,0.00008579995,0.0001654647,0.00001154033,0.000094138755,0.000009874295,0.00010473897],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99800766,0.000072216324,0.00054655486,0.00057943654,0.0003143911,0.00047976756],"domain_scores_gemma":[0.9989411,0.00011496604,0.00016647094,0.00041484766,0.00015232533,0.00021027437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061792356,0.00025926522,0.00043585725,0.00028504108,0.00016545974,0.000037580736,0.00036260003,0.00023075585,0.00029859712],"category_scores_gemma":[0.00007730916,0.00023829253,0.00009944588,0.0007560467,0.0000059837575,0.00013882508,0.00008607278,0.00024282036,0.00011916959],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018946383,0.00031782725,0.0035316553,0.00024645342,0.0002002184,0.000016031154,0.00076335523,0.9030166,0.018611807,0.045130037,0.00029025017,0.027686277],"study_design_scores_gemma":[0.00030247692,0.00035375488,0.00024302844,0.00003400322,0.000047492955,0.000010485251,0.00015839384,0.98504853,0.0023006236,0.009422462,0.0017854718,0.00029326032],"about_ca_topic_score_codex":0.0009548813,"about_ca_topic_score_gemma":0.0018147363,"teacher_disagreement_score":0.92765415,"about_ca_system_score_codex":0.000012144242,"about_ca_system_score_gemma":0.00004255082,"threshold_uncertainty_score":0.97172874},"labels":[],"label_agreement":null},{"id":"W2898674042","doi":"","title":"Development of a Laboratory Testing Apparatus for Three-Hinge Buckling","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Hinge; Buckling; Structural engineering; Engineering; Computer science","score_opus":0.018171158814819687,"score_gpt":0.22400377279159353,"score_spread":0.20583261397677385,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898674042","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":[0.1492098,0.00052994385,0.8450627,0.000038180304,0.0024465495,0.00094195997,0.000122014535,0.0011514254,0.0004974709],"genre_scores_gemma":[0.94143605,0.000016342696,0.057550855,0.000047777045,0.0005108214,0.00014859071,0.000040863575,0.00019923632,0.000049462433],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99662554,0.000029796789,0.0010694615,0.00072286895,0.00055051275,0.0010017989],"domain_scores_gemma":[0.9976127,0.0001897156,0.00031303128,0.00077415415,0.00084703765,0.0002633289],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006971247,0.0006190905,0.0007729029,0.0004475847,0.00048803448,0.00009580303,0.00070758414,0.00037784703,0.000047343605],"category_scores_gemma":[0.0002332384,0.00066593394,0.00020790286,0.0013107811,0.000010212729,0.00024961002,0.0002603238,0.00036644525,0.0000788336],"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":[0.000033455493,0.000029132052,0.00001132526,0.0003450471,0.0003196254,0.0000028454592,0.0007042605,0.015025588,0.97644454,0.004914321,0.00014474582,0.0020251148],"study_design_scores_gemma":[0.0004211291,0.00012034693,0.0000029377163,0.00014447435,0.00012864813,0.0000069524367,0.00011637037,0.50060743,0.49276423,0.0029919753,0.00215697,0.0005385074],"about_ca_topic_score_codex":0.00002174447,"about_ca_topic_score_gemma":0.00015675406,"teacher_disagreement_score":0.79222625,"about_ca_system_score_codex":0.00034508135,"about_ca_system_score_gemma":0.00021704432,"threshold_uncertainty_score":0.9995792},"labels":[],"label_agreement":null},{"id":"W2898750002","doi":"","title":"Modeling of Thermal Geomechanical Effects in the SAGDOX Recovery Process in Oil Sands","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Reservoir Engineering and Simulation Methods","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 Calgary","funders":"","keywords":"Petroleum engineering; Oil sands; Process (computing); Geology; Geomechanics; Enhanced oil recovery; Geotechnical engineering; Computer science; Asphalt","score_opus":0.01237175079227887,"score_gpt":0.24753251522906897,"score_spread":0.2351607644367901,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898750002","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":[0.413727,0.00042979885,0.5830524,0.0000872893,0.0012341443,0.00037390555,0.000012978296,0.00024090099,0.00084157515],"genre_scores_gemma":[0.99723685,0.0002739961,0.0017544263,0.00008520289,0.00029651023,0.00015324265,0.00001784198,0.00013692946,0.000045010038],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9965384,0.00026491968,0.0010213569,0.00058028946,0.00067631487,0.00091874687],"domain_scores_gemma":[0.99834836,0.00036854684,0.00010628388,0.0008525854,0.00018118553,0.00014306448],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001992467,0.0005476689,0.00073636073,0.0006059807,0.00011119955,0.00007175085,0.0009583399,0.0005028066,0.000054515727],"category_scores_gemma":[0.00022675075,0.00048213312,0.00020006197,0.0014302336,0.0000073363008,0.0003551848,0.00013517938,0.0008052384,0.00003619666],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008824418,0.000094629526,0.0000059513027,0.00048219858,0.00003677527,0.000016016342,0.0010435345,0.9553905,0.038445137,0.0035122074,0.000018749677,0.0008660473],"study_design_scores_gemma":[0.0013340379,0.00030307026,0.0000036186084,0.0003284842,0.000031876232,0.00001549332,0.00022392013,0.97214323,0.0145299705,0.010494563,0.00008437947,0.0005073506],"about_ca_topic_score_codex":0.00003967726,"about_ca_topic_score_gemma":0.00006781464,"teacher_disagreement_score":0.58350986,"about_ca_system_score_codex":0.00018168562,"about_ca_system_score_gemma":0.00007964962,"threshold_uncertainty_score":0.999763},"labels":[],"label_agreement":null},{"id":"W2899592784","doi":"","title":"Investigating the Effect of Induced Stress Perturbation on the Slip Behavior of Faults Through Numerical Simulations","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Structural Response to Dynamic Loads","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":"Slip (aerodynamics); Perturbation (astronomy); Mechanics; Physics; Thermodynamics","score_opus":0.014484790352848984,"score_gpt":0.24805588630970568,"score_spread":0.2335710959568567,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2899592784","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96146995,0.00004402151,0.03487074,0.00026404226,0.0015009372,0.0011919738,0.000143662,0.00021194985,0.00030274628],"genre_scores_gemma":[0.99923056,0.000011415409,0.00018677811,0.00007723654,0.0002070883,0.00010785417,0.000035090008,0.0001005817,0.00004338198],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99730694,0.00032691102,0.000738215,0.0004014084,0.0007285844,0.0004979098],"domain_scores_gemma":[0.9965728,0.001771858,0.00033430796,0.00096506247,0.0002565105,0.00009944495],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00046983614,0.00047593523,0.0005076847,0.00014048819,0.00034568497,0.000037048023,0.0007782458,0.00030758974,0.00010642747],"category_scores_gemma":[0.000820684,0.00030236115,0.00020427348,0.0008255409,0.000028504217,0.00019816362,0.00019167014,0.0005463598,0.00002795731],"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":[0.00010651548,0.000040865616,0.00006082791,0.00013905804,0.00015436033,0.0000017539786,0.0020881635,0.11636998,0.85005915,0.02983353,0.00007623422,0.0010695825],"study_design_scores_gemma":[0.000393072,0.0007528467,0.000036316476,0.00010806979,0.00012100063,0.0000075807466,0.00011200845,0.5672402,0.42791498,0.0030458062,0.000042076717,0.00022608244],"about_ca_topic_score_codex":0.00005513788,"about_ca_topic_score_gemma":0.000018856315,"teacher_disagreement_score":0.4508702,"about_ca_system_score_codex":0.00018271788,"about_ca_system_score_gemma":0.000060572904,"threshold_uncertainty_score":0.99994284},"labels":[],"label_agreement":null},{"id":"W2900050173","doi":"","title":"Near-Field and Far-Field Thermal-Mechanical Modelling of a Two-Level Deep Geological Repository for Used Nuclear Fuel in Crystalline Rock - an Update","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geophysical Methods and Applications","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":"Nuclear Waste Management Organization","funders":"","keywords":"Geology; Field (mathematics); Near and far field; Mining engineering; Seismology; Physics; Optics","score_opus":0.02663333292847186,"score_gpt":0.24978083838486936,"score_spread":0.2231475054563975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2900050173","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":[0.16520995,0.000112036105,0.8328482,0.00028855377,0.00031744404,0.00078159175,0.000042177027,0.0002595822,0.00014048205],"genre_scores_gemma":[0.94589514,0.00015639776,0.052835003,0.00040741352,0.00034244152,0.00016864993,0.000024807125,0.0001413102,0.000028835493],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9968671,0.0001217909,0.00096226035,0.00087607186,0.00033670486,0.0008360647],"domain_scores_gemma":[0.99796176,0.00037819744,0.00021191992,0.00084758026,0.00025080412,0.00034974344],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00058043504,0.0005460536,0.0008215747,0.00016398042,0.00029757447,0.00011279899,0.00064308563,0.0005708275,0.00006865699],"category_scores_gemma":[0.00007663422,0.00055317447,0.00021596461,0.00042622405,0.000013123958,0.0002968021,0.00030209468,0.00057934417,0.000020359268],"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":[0.00027547718,0.00039322002,0.0000047445023,0.00025247934,0.00010355284,0.000009079778,0.00061329687,0.23473269,0.6124776,0.14969946,0.00004155721,0.0013968273],"study_design_scores_gemma":[0.001097549,0.0010874782,0.000002560987,0.000060558712,0.000085765496,0.00001750911,0.00012721769,0.8916827,0.04207538,0.0625579,0.00065185386,0.00055356754],"about_ca_topic_score_codex":0.00011776532,"about_ca_topic_score_gemma":0.0000831056,"teacher_disagreement_score":0.7806852,"about_ca_system_score_codex":0.00007064981,"about_ca_system_score_gemma":0.00004640862,"threshold_uncertainty_score":0.99969196},"labels":[],"label_agreement":null},{"id":"W2900441773","doi":"","title":"Optimizing the Discrete Element Method Calibration Process by Applying a Series of Empirical Equations","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Advanced Measurement and Metrology Techniques","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":"Université de Sherbrooke","funders":"","keywords":"Series (stratigraphy); Calibration; Process (computing); Element (criminal law); Mathematics; Computer science; Applied mathematics; Statistics; Geology","score_opus":0.023554711594989536,"score_gpt":0.2914284915155361,"score_spread":0.2678737799205466,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2900441773","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":[0.0004631465,0.00035618237,0.9959411,0.0005365916,0.000549786,0.00105765,0.0000563945,0.0006251159,0.00041405714],"genre_scores_gemma":[0.96471226,0.0002669512,0.03324316,0.00025565113,0.0002615197,0.0008945863,0.00009425333,0.00013372059,0.00013791757],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99757814,0.00012494091,0.0007057924,0.00045452747,0.00052519457,0.00061138096],"domain_scores_gemma":[0.99865735,0.00011908765,0.00023830145,0.0005585597,0.00030021713,0.00012648037],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0009220022,0.0004137343,0.00044835545,0.00019094785,0.00042053167,0.000055220276,0.000511848,0.00026140557,0.00006265779],"category_scores_gemma":[0.000091544,0.0003471516,0.00013579128,0.0006236239,0.000017492854,0.000515689,0.00014416377,0.00036638722,0.000007702525],"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":[0.000090265945,0.00008349231,0.0000073623805,0.00019251338,0.0002144771,0.0000014608144,0.0019163701,0.06540195,0.89971405,0.029778136,0.0015181287,0.0010817805],"study_design_scores_gemma":[0.0002594039,0.0002900292,7.360974e-8,0.000044556033,0.000096829455,0.0000064950214,0.00045001085,0.4990352,0.48019004,0.01563856,0.0036990081,0.00028980232],"about_ca_topic_score_codex":0.0000062732397,"about_ca_topic_score_gemma":0.000028245948,"teacher_disagreement_score":0.9642491,"about_ca_system_score_codex":0.00014533501,"about_ca_system_score_gemma":0.000067342786,"threshold_uncertainty_score":0.9998981},"labels":[],"label_agreement":null},{"id":"W2900780154","doi":"","title":"Preliminary Development of Discontinuous Artificial Rock Joints","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical and Geomechanical 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":"Dalhousie University","funders":"","keywords":"Geology","score_opus":0.011324600394808277,"score_gpt":0.20274372225641094,"score_spread":0.19141912186160265,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2900780154","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":[0.010387077,0.00025302093,0.9838619,0.00013784855,0.0026908382,0.00069439114,0.00005713476,0.001189701,0.0007280502],"genre_scores_gemma":[0.9932526,0.000070995804,0.0053793117,0.000078808494,0.00054139254,0.00013344479,0.00005534813,0.00021962602,0.00026851476],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9954485,0.00004558472,0.0015583519,0.0008415862,0.00078192045,0.001324026],"domain_scores_gemma":[0.997881,0.0000879453,0.00022936499,0.0009873072,0.00033303996,0.00048137168],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005837125,0.00081486924,0.00095492345,0.0004171911,0.00032245676,0.00007224394,0.0009459083,0.0006206812,0.00037095288],"category_scores_gemma":[0.00010345456,0.0008361524,0.00031352762,0.0009003602,0.000010781652,0.00030305673,0.00061462517,0.00066550565,0.0007218366],"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":[0.00012652444,0.00034845422,6.8669834e-7,0.0005066274,0.00027995932,0.00002599381,0.0006983029,0.1695113,0.7996636,0.014681865,0.00087194116,0.01328471],"study_design_scores_gemma":[0.0005151934,0.00067164365,0.0000017714499,0.00024366553,0.0000921749,0.00005023168,0.00014178242,0.55947053,0.41520977,0.00893049,0.01363594,0.0010367902],"about_ca_topic_score_codex":0.000008793616,"about_ca_topic_score_gemma":0.000032658278,"teacher_disagreement_score":0.98286545,"about_ca_system_score_codex":0.00021690907,"about_ca_system_score_gemma":0.00011884497,"threshold_uncertainty_score":0.9994089},"labels":[],"label_agreement":null},{"id":"W2900796056","doi":"","title":"Mode I and Mode II Fracture Toughness of Montney Shale","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Mode (computer interface); Geology; Computer science","score_opus":0.006333831024567874,"score_gpt":0.21603182618463634,"score_spread":0.20969799516006848,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2900796056","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":[0.11161531,0.0013882618,0.8803663,0.00083033275,0.001570618,0.00057031005,0.00019513785,0.00084526953,0.0026184495],"genre_scores_gemma":[0.9968751,0.00079880626,0.0005673733,0.00019757921,0.000476874,0.000043485583,0.00005510861,0.00015677797,0.0008288915],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9971178,0.00005694486,0.0007154279,0.00069706974,0.0005856425,0.0008271222],"domain_scores_gemma":[0.99808234,0.00006279965,0.00018057243,0.0010107585,0.00028692608,0.0003766046],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00028424314,0.0006172379,0.0008355472,0.00038616435,0.00042913712,0.00006854454,0.00064661715,0.0005850098,0.00019004714],"category_scores_gemma":[0.00004500049,0.0005853101,0.00025927686,0.0005795108,0.000017655186,0.00033062775,0.00039323253,0.00053998805,0.00004999898],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006827054,0.0001612271,0.000007170236,0.00041868168,0.00049201614,0.000017961205,0.0024522245,0.868055,0.12231625,0.0024518564,0.0030827452,0.00047659813],"study_design_scores_gemma":[0.00053543306,0.00024768378,0.0000019674078,0.000109622044,0.00018274212,0.000028032644,0.00015776708,0.83825284,0.14536203,0.0068823104,0.0076485,0.0005910772],"about_ca_topic_score_codex":0.0003013662,"about_ca_topic_score_gemma":0.0001985914,"teacher_disagreement_score":0.8852598,"about_ca_system_score_codex":0.00012469303,"about_ca_system_score_gemma":0.000058108268,"threshold_uncertainty_score":0.99965984},"labels":[],"label_agreement":null},{"id":"W2900887737","doi":"","title":"X-Ray CT Imaging and Petrofabric Analysis of Olkiluoto Rock Specimens Tested Under True-Triaxial Stresses","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Geology; Mineralogy","score_opus":0.007126546828935787,"score_gpt":0.21397732195116995,"score_spread":0.20685077512223415,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2900887737","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":[0.16022147,0.0021886968,0.83162415,0.0005629888,0.0020262988,0.0006607064,0.0003134998,0.0009906658,0.0014115161],"genre_scores_gemma":[0.99756354,0.0006940534,0.0003228505,0.00010074752,0.00046938445,0.000031834363,0.000107177984,0.00015782946,0.00055260415],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9960209,0.00012642189,0.0010681406,0.0009562728,0.00079167023,0.0010365869],"domain_scores_gemma":[0.9974744,0.00023268338,0.0003197866,0.0011721032,0.0003733686,0.0004276758],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005067753,0.0007591043,0.0013406499,0.0017168154,0.0003766246,0.00016717141,0.0006869472,0.00022362176,0.00053168536],"category_scores_gemma":[0.000099737845,0.000740994,0.0005581597,0.0030072662,0.000018825851,0.00034163526,0.00034787343,0.00049866026,0.00008011471],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005246382,0.00017611713,0.0001391556,0.000251994,0.004035853,0.00004536494,0.00046050927,0.88718146,0.105189875,0.0012256317,0.00088566024,0.00035592343],"study_design_scores_gemma":[0.00087017904,0.00016940536,0.00010483935,0.00009131529,0.0027871332,0.000026511472,0.0005627363,0.94836396,0.04241507,0.0010365589,0.0027849104,0.0007874082],"about_ca_topic_score_codex":0.00021614757,"about_ca_topic_score_gemma":0.00027943042,"teacher_disagreement_score":0.837342,"about_ca_system_score_codex":0.0002369775,"about_ca_system_score_gemma":0.0000764172,"threshold_uncertainty_score":0.9995041},"labels":[],"label_agreement":null},{"id":"W2901023174","doi":"","title":"Micromechanical Characterization of the Lower Triassic Montney Claraia Biostrome","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geological formations and processes","field":"Earth and Planetary Sciences","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":"Characterization (materials science); Geology; Materials science; Nanotechnology","score_opus":0.012469409682455693,"score_gpt":0.20142127662099454,"score_spread":0.18895186693853885,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901023174","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8506777,0.00031178098,0.12783854,0.005164482,0.0095564695,0.0019112433,0.0013348417,0.000375426,0.0028294595],"genre_scores_gemma":[0.99751735,0.00018090932,0.00026609647,0.00088373997,0.0003526983,0.000009894447,0.00023424531,0.00001947733,0.0005356132],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9969649,0.00018853424,0.00086229993,0.0005991038,0.0006342502,0.00075095374],"domain_scores_gemma":[0.99784356,0.00010380067,0.0005573418,0.0007625819,0.0004855008,0.00024719597],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00067407946,0.00042295115,0.0005120757,0.00019580133,0.00064166443,0.0001164453,0.0010973562,0.0004287622,0.0034152854],"category_scores_gemma":[0.0001508776,0.0002923436,0.0002784384,0.0012027638,0.00003460031,0.00048998976,0.00017622707,0.00039006653,0.0007384526],"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":[0.0008132377,0.0007135438,0.00080700207,0.00030455485,0.000255409,0.00001421217,0.00079560536,0.0013754622,0.93634117,0.04846645,0.0012584626,0.00885487],"study_design_scores_gemma":[0.0035785672,0.006451597,0.004029674,0.00043765377,0.0004753488,0.00029568607,0.0004389595,0.44762737,0.36491683,0.09921484,0.06994953,0.0025839587],"about_ca_topic_score_codex":0.00012995121,"about_ca_topic_score_gemma":0.00019051044,"teacher_disagreement_score":0.57142437,"about_ca_system_score_codex":0.000020609825,"about_ca_system_score_gemma":0.00017533677,"threshold_uncertainty_score":0.99995285},"labels":[],"label_agreement":null},{"id":"W2901047119","doi":"","title":"Excess Pressure Method for Subsurface Properties Estimation- A Case Study","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Gas Dynamics and Kinetic Theory","field":"Mathematics","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":"Memorial University of Newfoundland; Nalcor Energy (Canada)","funders":"","keywords":"Estimation; Statistics; Mathematics; Geology; Econometrics; Economics","score_opus":0.034412501880204456,"score_gpt":0.3076498911308991,"score_spread":0.27323738925069463,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901047119","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":[0.046544705,0.00017815204,0.94606316,0.0003058493,0.0016672078,0.0044041066,0.0001432304,0.0004866215,0.0002069681],"genre_scores_gemma":[0.9281905,0.000015731757,0.06794306,0.00014896899,0.0003860948,0.0007876899,0.000017000562,0.0002651308,0.002245778],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9954162,0.00041564234,0.0011366231,0.0012463238,0.0007113327,0.0010738535],"domain_scores_gemma":[0.9957997,0.00057956384,0.000603475,0.0015810865,0.0011014306,0.0003347134],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0026952394,0.0008147309,0.0010024023,0.00030155113,0.00097498513,0.00026970363,0.0009084702,0.0004289285,0.00013909415],"category_scores_gemma":[0.00058425596,0.0007306796,0.00030363104,0.00054298976,0.000016207337,0.00032247318,0.0005394557,0.00041661132,0.000047169924],"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":[0.00086323294,0.003933741,0.000009140594,0.0019481276,0.0016589663,0.00050638313,0.020599112,0.018062677,0.056100767,0.8915114,0.0022577508,0.0025487007],"study_design_scores_gemma":[0.0016334277,0.0015332374,1.2176099e-7,0.00009872461,0.0007261906,0.00090202905,0.0038501222,0.7093064,0.007977811,0.27214655,0.0011044902,0.00072087767],"about_ca_topic_score_codex":0.00019260356,"about_ca_topic_score_gemma":0.00042058324,"teacher_disagreement_score":0.88164586,"about_ca_system_score_codex":0.00012620346,"about_ca_system_score_gemma":0.00019875992,"threshold_uncertainty_score":0.9995144},"labels":[],"label_agreement":null},{"id":"W2901238054","doi":"","title":"Comparison of Field and Laboratory Vibration Assisted Rotary Drilling","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Drilling and Well 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":"Memorial University of Newfoundland","funders":"","keywords":"Field (mathematics); Vibration; Drilling; Engineering; Environmental science; Mechanical engineering; Acoustics; Physics; Mathematics","score_opus":0.010461474639352304,"score_gpt":0.22615170005017998,"score_spread":0.2156902254108277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901238054","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":[0.03645508,0.0009563201,0.9583946,0.00008914858,0.0023950585,0.00029975903,0.000036475616,0.00069017586,0.0006834189],"genre_scores_gemma":[0.9969973,0.0002785297,0.0020762698,0.0000841105,0.00037077203,0.000021527745,0.00002832889,0.000106300155,0.00003687962],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981344,0.000036240934,0.0006390413,0.00039449875,0.00031645235,0.00047936453],"domain_scores_gemma":[0.9988968,0.00011121639,0.00013153562,0.000457688,0.00021613315,0.0001866205],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00030784705,0.00037934823,0.00053116353,0.0002630272,0.00017874276,0.00006197847,0.0002538036,0.00034358923,0.00005299685],"category_scores_gemma":[0.0000503636,0.00042727994,0.00008714783,0.00048958167,0.000006582276,0.0002609915,0.00010758623,0.00034924035,0.000032633932],"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":[0.000037276724,0.000075200944,0.00005365014,0.00039612304,0.00015334945,0.0000046766218,0.00082884217,0.22091393,0.7665755,0.008089112,0.00088705006,0.001985267],"study_design_scores_gemma":[0.0002600359,0.0002427962,0.000004184726,0.00012162909,0.00004773687,0.000006318924,0.00010256697,0.681683,0.31468177,0.00066411414,0.0018596306,0.00032623336],"about_ca_topic_score_codex":0.000013598963,"about_ca_topic_score_gemma":0.000022300896,"teacher_disagreement_score":0.9605422,"about_ca_system_score_codex":0.0000719493,"about_ca_system_score_gemma":0.000036006815,"threshold_uncertainty_score":0.9998179},"labels":[],"label_agreement":null},{"id":"W2901642209","doi":"","title":"A Proposed Probabilistic Analysis Methodology for Tunnel Support Cost Estimation Depending on the Construction Method","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Probabilistic logic; Computer science; Estimation; Operations research; Engineering; Statistics; Risk analysis (engineering); Mathematics; Artificial intelligence; Business; Systems engineering","score_opus":0.03639851927820774,"score_gpt":0.28235937982074194,"score_spread":0.2459608605425342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901642209","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":[0.0013147248,0.000036493362,0.9899409,0.0005692851,0.0041202265,0.002524911,0.00019982354,0.00100784,0.00028582738],"genre_scores_gemma":[0.8487394,0.00008910815,0.14836086,0.0004522205,0.0007069968,0.0008312722,0.00029291015,0.00028201233,0.00024525274],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99545413,0.00048455462,0.0011071429,0.0011165899,0.00062586606,0.0012116934],"domain_scores_gemma":[0.9961423,0.0013242459,0.00040159788,0.0011942653,0.00063494896,0.0003026413],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0033807496,0.0008111696,0.0010435476,0.000856991,0.0011069488,0.00017759769,0.0007959362,0.00065628847,0.0002366175],"category_scores_gemma":[0.00083307707,0.0006725263,0.00057660934,0.0018301945,0.000017577808,0.00023577083,0.0001881318,0.0006582244,0.00015303353],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023398123,0.00011928171,0.000001142384,0.00026782442,0.0013253341,0.0000065429476,0.00087240926,0.5398258,0.112293154,0.33980298,0.00069880625,0.004552763],"study_design_scores_gemma":[0.000675852,0.0005951688,3.4974718e-7,0.00005503336,0.0013486561,0.000080556034,0.00036332337,0.8101086,0.10861688,0.0761546,0.0013461431,0.00065482134],"about_ca_topic_score_codex":0.00002131849,"about_ca_topic_score_gemma":0.00011537009,"teacher_disagreement_score":0.8474246,"about_ca_system_score_codex":0.00049684587,"about_ca_system_score_gemma":0.00015502684,"threshold_uncertainty_score":0.9995726},"labels":[],"label_agreement":null},{"id":"W2901723180","doi":"","title":"Three-Dimensional FDEM Modelling of Laboratory Tests and Tunnels","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Non-Destructive Testing Techniques","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":"Geology","score_opus":0.017726310808461637,"score_gpt":0.21937358528341455,"score_spread":0.20164727447495293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901723180","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":[0.08367049,0.0004999875,0.91217613,0.0000526615,0.00094888714,0.00053818425,0.00012538877,0.0015085448,0.0004797392],"genre_scores_gemma":[0.8497871,0.00008740338,0.1495328,0.00006901945,0.0002570214,0.000048204183,0.0000146274015,0.00019584529,0.0000079395395],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9972707,0.00004829237,0.0007185758,0.0006943047,0.00052659435,0.0007415082],"domain_scores_gemma":[0.9979,0.00018399146,0.00021517712,0.0007885799,0.0006366939,0.0002755644],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00062144833,0.0006000563,0.0006406163,0.000369298,0.00023279223,0.000053163993,0.00050191407,0.0004217664,0.000059742102],"category_scores_gemma":[0.00007794239,0.00066086993,0.00010887849,0.00068321015,0.000029889106,0.00035604235,0.0003721356,0.0004777216,0.00004395916],"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":[0.000051824383,0.00009231911,0.00004610477,0.0003215917,0.00015536221,0.000018508988,0.00023637542,0.024488004,0.82397383,0.1496102,0.000776633,0.00022925975],"study_design_scores_gemma":[0.00030849167,0.00029962286,0.0000036335744,0.00018618128,0.000055104836,0.00003971572,0.000015780155,0.58081,0.11389792,0.303808,0.000076073164,0.0004994793],"about_ca_topic_score_codex":0.000053212076,"about_ca_topic_score_gemma":0.000048954138,"teacher_disagreement_score":0.7661166,"about_ca_system_score_codex":0.00017027088,"about_ca_system_score_gemma":0.00010977667,"threshold_uncertainty_score":0.99958426},"labels":[],"label_agreement":null},{"id":"W2902105052","doi":"","title":"Observed Variations in Seismic Response During a Mine Shutdown","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical and Geomechanical 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":"Laurentian University","funders":"","keywords":"Shutdown; Geology; Environmental science; Seismology; Engineering","score_opus":0.01110759552110741,"score_gpt":0.19723257576795447,"score_spread":0.18612498024684707,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2902105052","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":[0.114641406,0.0002618951,0.87796617,0.0010026562,0.0025121414,0.000947132,0.00009941761,0.002166423,0.00040275592],"genre_scores_gemma":[0.9963055,0.00017412165,0.0017613306,0.0002182333,0.00044963992,0.00024246474,0.00004024129,0.00024480605,0.000563624],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9954472,0.00013892373,0.001204015,0.0009838764,0.0006154504,0.0016105158],"domain_scores_gemma":[0.997697,0.00021912043,0.00013446108,0.0012054293,0.00023163001,0.0005123597],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0010378027,0.0008365037,0.00083208445,0.0007780562,0.00031007867,0.00012671451,0.0009604703,0.0007269631,0.00036602566],"category_scores_gemma":[0.000292253,0.00092930364,0.00029062587,0.0019824267,0.000010832465,0.000452198,0.00048204823,0.0009812096,0.0006587341],"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":[0.00026591626,0.00013736797,0.0000036852364,0.00015987434,0.000079650374,0.0000618434,0.00023149277,0.43587315,0.55703676,0.0057112486,0.00017822246,0.00026079072],"study_design_scores_gemma":[0.001705176,0.00036535974,0.000043569213,0.00021270727,0.00006045117,0.000102837046,0.0000688683,0.93591267,0.04396352,0.009087603,0.0073300432,0.0011471723],"about_ca_topic_score_codex":0.00006452827,"about_ca_topic_score_gemma":0.00015382486,"teacher_disagreement_score":0.88166416,"about_ca_system_score_codex":0.00045014636,"about_ca_system_score_gemma":0.00009267966,"threshold_uncertainty_score":0.99931574},"labels":[],"label_agreement":null},{"id":"W2902160913","doi":"","title":"Rock Mass Strength Considerations in Rock Masses With Networks of Weak Veins","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Geology; Rock mass classification; Geochemistry; Mining engineering; Geotechnical engineering","score_opus":0.010810393242031197,"score_gpt":0.20790454148022436,"score_spread":0.19709414823819316,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2902160913","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":[0.009798906,0.0006809017,0.9841546,0.00016072576,0.0019463754,0.0009300474,0.000104723695,0.00058780354,0.0016359292],"genre_scores_gemma":[0.9942326,0.0008334215,0.0036100324,0.00014413302,0.00047532722,0.00014774373,0.00006810038,0.00029968604,0.00018895192],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9954119,0.00010410665,0.0013602722,0.0009885781,0.0007317347,0.0014034497],"domain_scores_gemma":[0.99735075,0.0002163534,0.0003351355,0.0011788947,0.0005765509,0.0003423304],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005099861,0.0009195202,0.0010712714,0.0006921879,0.00040935556,0.00014966649,0.00063535885,0.0006383414,0.00032692036],"category_scores_gemma":[0.00008591373,0.00094382634,0.00022302926,0.001075491,0.00000602742,0.0005050496,0.00027136705,0.0008405194,0.000081719016],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000610882,0.00018995564,0.0000075251405,0.00013733577,0.00017026001,0.00002422311,0.000314202,0.84331167,0.07791619,0.077211745,0.0005653048,0.000090523674],"study_design_scores_gemma":[0.0011997275,0.0008596261,8.3191406e-7,0.00038093046,0.00012835588,0.00005931598,0.0004778385,0.9105211,0.06505261,0.019188192,0.0011575827,0.00097391463],"about_ca_topic_score_codex":0.000059030743,"about_ca_topic_score_gemma":0.0007112355,"teacher_disagreement_score":0.9844337,"about_ca_system_score_codex":0.00030963286,"about_ca_system_score_gemma":0.0002415637,"threshold_uncertainty_score":0.99930125},"labels":[],"label_agreement":null},{"id":"W2902500467","doi":"","title":"Modeling Time-Dependent Failure of Brittle Rock Using PFC Grain-Based Model","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Brittleness; Geology; Geotechnical engineering; Materials science; Metallurgy","score_opus":0.014792400392856179,"score_gpt":0.21667003526632742,"score_spread":0.20187763487347124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2902500467","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":[0.025115328,0.00035776576,0.9705088,0.00009138772,0.0016149262,0.0008311803,0.0002038446,0.00091042387,0.0003663291],"genre_scores_gemma":[0.98775053,0.00012453515,0.010554059,0.00020386354,0.00049521733,0.000063121486,0.00008158831,0.0005019392,0.00022515995],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9942878,0.00008996361,0.0015489114,0.0012261582,0.0012091872,0.0016379702],"domain_scores_gemma":[0.99669516,0.00005634388,0.00030900104,0.0015133196,0.00088116096,0.00054499705],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000864727,0.0011060187,0.0012081293,0.000759552,0.0005883714,0.00014870113,0.0012086574,0.0008413217,0.00021350967],"category_scores_gemma":[0.00006149214,0.0012742057,0.0005301154,0.0008128994,0.000006803846,0.0004698025,0.00048764073,0.00077541714,0.00020993028],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039517054,0.00007615263,1.0745203e-7,0.00015321368,0.00009450004,0.0000055866426,0.00016841303,0.609491,0.38593587,0.003814172,0.00016214934,0.00005932803],"study_design_scores_gemma":[0.0010563427,0.00023251175,3.028836e-9,0.0002651287,0.00020510527,0.000033567798,0.00011783153,0.8012956,0.18119287,0.014409955,0.00012766175,0.0010634454],"about_ca_topic_score_codex":0.00007944664,"about_ca_topic_score_gemma":0.00012560682,"teacher_disagreement_score":0.96263516,"about_ca_system_score_codex":0.00049221824,"about_ca_system_score_gemma":0.00036802856,"threshold_uncertainty_score":0.99897075},"labels":[],"label_agreement":null},{"id":"W2902671114","doi":"","title":"Development of a PSIR-Based Dilation Model for Brittle Rock Using Parameters With Physical Meaning","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Drilling and Well 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":"Red River College; University of British Columbia","funders":"","keywords":"Dilation (metric space); Meaning (existential); Psychology; Geology; Computer science; Artificial intelligence; Mathematics; Epistemology; Philosophy; Geometry","score_opus":0.020868524979158982,"score_gpt":0.22045801623928882,"score_spread":0.19958949126012984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2902671114","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":[0.061676122,0.000029809893,0.9366705,0.000010269597,0.0005664004,0.00050061155,0.000033206867,0.00043176644,0.00008132615],"genre_scores_gemma":[0.8887421,0.000005234776,0.11072267,0.000023898478,0.00018241836,0.00007172805,0.000042706706,0.0001850338,0.000024213956],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978225,0.00001471961,0.0005456055,0.0004928343,0.00042823033,0.00069608295],"domain_scores_gemma":[0.99890745,0.00007150312,0.00015902903,0.00042630974,0.00025426477,0.0001814317],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00027199904,0.00048283153,0.00053411856,0.00026269886,0.00025236327,0.000054905133,0.0002981191,0.00019738045,0.0000045222328],"category_scores_gemma":[0.000022077817,0.00050181226,0.00015119274,0.0004110951,0.0000047125277,0.00021115108,0.00006492246,0.00021882771,0.000010906139],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050737228,0.00005045637,5.5680187e-7,0.00023136435,0.0000891141,5.2974417e-7,0.0008710944,0.7875249,0.20867935,0.0022004133,0.000018178058,0.00028333112],"study_design_scores_gemma":[0.00065943116,0.00015122462,8.389925e-8,0.00021964095,0.000092285016,0.0000046203368,0.00005866925,0.7529957,0.24392752,0.0012479072,0.00016513864,0.00047777282],"about_ca_topic_score_codex":0.000005713854,"about_ca_topic_score_gemma":0.000020158603,"teacher_disagreement_score":0.827066,"about_ca_system_score_codex":0.00025529438,"about_ca_system_score_gemma":0.00015424631,"threshold_uncertainty_score":0.99974334},"labels":[],"label_agreement":null},{"id":"W2902829196","doi":"","title":"The Application of Elemental Concentration on Valid Rock Tensile Failure Analysis of Sandstones","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Drilling and Well 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":"Ultimate tensile strength; Geology; Geotechnical engineering; Mineralogy; Materials science; Composite material","score_opus":0.006333850959081491,"score_gpt":0.21079770350610236,"score_spread":0.20446385254702087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2902829196","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":[0.025150867,0.00019637537,0.9725283,0.00007983703,0.0008685003,0.0004381649,0.000086592314,0.00026301175,0.00038835072],"genre_scores_gemma":[0.9990592,0.00025015313,0.00023302287,0.000025288438,0.00016998228,0.000046714827,0.00010689202,0.0000636024,0.0000451254],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99806654,0.000033536926,0.0006793181,0.00034777282,0.00044590363,0.0004268995],"domain_scores_gemma":[0.99862224,0.00011247747,0.00022994599,0.00065520464,0.0002788736,0.000101283236],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00036220351,0.0003182336,0.00048165512,0.00024653517,0.00020627819,0.00003582494,0.00037532387,0.00018914441,0.000029338487],"category_scores_gemma":[0.000026754264,0.00028031965,0.00023822286,0.0010788081,0.000007325934,0.00010945302,0.00006360509,0.00018957726,0.00003010749],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002671844,0.000039031085,0.0000136286435,0.00005868583,0.0005225308,3.6241502e-7,0.00021534713,0.58297807,0.38969773,0.025794227,0.00021720948,0.0004364248],"study_design_scores_gemma":[0.00021262433,0.00015840029,0.0000034582558,0.000028595061,0.00032221244,0.0000015768721,0.00012830357,0.6625635,0.33414626,0.0005974442,0.0016492016,0.00018842194],"about_ca_topic_score_codex":0.00002461588,"about_ca_topic_score_gemma":0.00007087482,"teacher_disagreement_score":0.97390836,"about_ca_system_score_codex":0.00011298411,"about_ca_system_score_gemma":0.000026630583,"threshold_uncertainty_score":0.9999649},"labels":[],"label_agreement":null},{"id":"W2903072390","doi":"","title":"Investigating Fracture Growth and Source Mechanisms in Shale Using Acoustic Emission Technique","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Acoustic emission; Oil shale; Fracture (geology); Geology; Petroleum engineering; Acoustics; Geotechnical engineering; Paleontology; Physics","score_opus":0.007989052937350522,"score_gpt":0.21377504389137192,"score_spread":0.2057859909540214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903072390","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":[0.032577094,0.0003221419,0.96471876,0.00025631583,0.0005206012,0.000586244,0.000015245519,0.00072685507,0.00027674914],"genre_scores_gemma":[0.9932561,0.00023534597,0.005339219,0.00034672522,0.00035786955,0.000078437944,0.00002597646,0.00022519824,0.00013513752],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9965231,0.0001268173,0.0008014552,0.00089256157,0.00058685354,0.0010692371],"domain_scores_gemma":[0.99834436,0.00011212639,0.00020009757,0.00069340697,0.00016144315,0.00048854674],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00070596253,0.0007371115,0.0007546553,0.00072952476,0.00049270195,0.00016586717,0.0005738285,0.0008189963,0.00008519057],"category_scores_gemma":[0.00018154304,0.0007286355,0.00016993344,0.0010902522,0.000019150948,0.00038125814,0.0003847071,0.0010261151,0.000025407378],"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":[0.000008836721,0.000039493367,0.0000137335055,0.0003054874,0.000067959285,0.000019648616,0.00057279185,0.27359727,0.7247909,0.00035992303,0.00013013338,0.000093864495],"study_design_scores_gemma":[0.00034803385,0.00011197337,0.0000014592074,0.000350414,0.00009462285,0.0000865299,0.00023644586,0.6620401,0.32250708,0.0133399945,0.0002754176,0.0006079281],"about_ca_topic_score_codex":0.00023327528,"about_ca_topic_score_gemma":0.000071148024,"teacher_disagreement_score":0.960679,"about_ca_system_score_codex":0.00027437706,"about_ca_system_score_gemma":0.00008933084,"threshold_uncertainty_score":0.9995165},"labels":[],"label_agreement":null},{"id":"W2903335541","doi":"","title":"Fracture Initiation and Thermal Cracking Process During EGS in Geothermal Reservoir","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Petro Geotech (Canada)","funders":"","keywords":"Geology; Geothermal gradient; Petroleum engineering; Cracking; Paleontology; Materials science","score_opus":0.006860788804266487,"score_gpt":0.21857429733651937,"score_spread":0.21171350853225288,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903335541","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9378286,0.000612838,0.057492886,0.00070769404,0.0007493604,0.0005029581,0.000022447906,0.0007019716,0.001381272],"genre_scores_gemma":[0.998252,0.0003255966,0.0000857898,0.00021519321,0.0006867627,0.000074094016,0.00003276072,0.00017351871,0.00015432386],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99694514,0.00009830331,0.0006839481,0.00072510564,0.0005548302,0.0009926901],"domain_scores_gemma":[0.9986687,0.000070327245,0.00016203852,0.0006341585,0.00020093919,0.00026386077],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005177714,0.0005796724,0.0005749794,0.0005936146,0.0004177361,0.00017860797,0.0005257622,0.00054220716,0.0002369247],"category_scores_gemma":[0.000070102345,0.0005711406,0.0001383113,0.000791189,0.0000130932485,0.0006696459,0.00020081497,0.00081454567,0.0000832853],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009881088,0.000089477566,0.00014080477,0.0005318332,0.00016303879,0.0000678193,0.0029717535,0.8991307,0.09624688,0.00025645868,0.00009906811,0.00020338],"study_design_scores_gemma":[0.0011330644,0.00013504789,0.00022241549,0.00027868504,0.000083788145,0.00004937306,0.00044632747,0.8766218,0.11674329,0.0025152995,0.00092369114,0.0008472084],"about_ca_topic_score_codex":0.0000903278,"about_ca_topic_score_gemma":0.0002600789,"teacher_disagreement_score":0.06042339,"about_ca_system_score_codex":0.00021768858,"about_ca_system_score_gemma":0.000058138005,"threshold_uncertainty_score":0.999674},"labels":[],"label_agreement":null},{"id":"W2903529098","doi":"","title":"Determination of the Anisotropic Mechanical Properties of a Calcareous Shale From the Duvernay Unconventional Reservoir","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Geology; Oil shale; Calcareous; Petroleum engineering; Mineralogy; Paleontology","score_opus":0.01229814383482054,"score_gpt":0.2065392900636129,"score_spread":0.19424114622879238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903529098","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5556969,0.0016471063,0.43370873,0.0019743394,0.004358364,0.0012591532,0.00035900006,0.00040758663,0.000588838],"genre_scores_gemma":[0.9985557,0.00020654671,0.00025886856,0.00008984569,0.00039666958,0.000051225932,0.000021744643,0.00007996335,0.00033940526],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99705374,0.00020495974,0.0008534156,0.00045713858,0.0009318333,0.00049893843],"domain_scores_gemma":[0.99775416,0.00013630418,0.00032540353,0.0011967111,0.0004670342,0.000120390825],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00046786893,0.00039591952,0.0005475549,0.00012671594,0.0003611176,0.000050501447,0.0013652701,0.0003356114,0.00019206243],"category_scores_gemma":[0.0001710915,0.00025139214,0.00047552306,0.000635223,0.000040766703,0.00017525985,0.00048722173,0.00044764904,0.000039986397],"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":[0.00016730759,0.00029345625,0.00005495192,0.00046090997,0.0007723913,0.000010128981,0.0020219611,0.08634086,0.9003036,0.0072104773,0.00166203,0.0007019341],"study_design_scores_gemma":[0.00043135427,0.00014942855,0.000015440764,0.0002485568,0.00020914305,0.000011962594,0.00024427334,0.5297193,0.46073997,0.006610134,0.0013613389,0.0002591407],"about_ca_topic_score_codex":0.0005115451,"about_ca_topic_score_gemma":0.0005873893,"teacher_disagreement_score":0.44337842,"about_ca_system_score_codex":0.0001793448,"about_ca_system_score_gemma":0.000121625744,"threshold_uncertainty_score":0.99999386},"labels":[],"label_agreement":null},{"id":"W2903673682","doi":"","title":"Rotary Shear Test Under X-Ray Micro-Computed Tomography","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Cardiac Valve Diseases and Treatments","field":"Medicine","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":"Tomography; Computed tomography; Shear (geology); Materials science; Geology; Radiology; Medicine; Composite material","score_opus":0.009680252424338355,"score_gpt":0.26069564680412494,"score_spread":0.2510153943797866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903673682","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":[0.41524792,0.011678202,0.500408,0.010651872,0.021261375,0.015028683,0.0033788504,0.0059462273,0.016398888],"genre_scores_gemma":[0.9919109,0.00030220562,0.0014718788,0.003026761,0.0013855449,0.00013989986,0.00049215794,0.0002529016,0.0010177726],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9954048,0.000100205834,0.00080915604,0.0014217929,0.0009290521,0.0013349932],"domain_scores_gemma":[0.9962606,0.00014461197,0.0002793759,0.0015676377,0.0007526597,0.0009951052],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00032625135,0.000902628,0.0010763252,0.0006349329,0.0005979854,0.00013806364,0.00044457696,0.00050628535,0.0006416391],"category_scores_gemma":[0.00006683406,0.00086017686,0.0019451506,0.0013383854,0.000026149515,0.0002482959,0.0004300046,0.0004946457,0.0012568915],"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":[0.003567642,0.013306657,0.010864299,0.0013777496,0.013595561,0.0009102352,0.0012119885,0.0020750563,0.86208016,0.042545892,0.044711255,0.0037534928],"study_design_scores_gemma":[0.06550175,0.037411343,0.021923192,0.004397768,0.029135436,0.0025514956,0.0033033956,0.2881054,0.35072055,0.095927775,0.08705424,0.013967654],"about_ca_topic_score_codex":0.00009556053,"about_ca_topic_score_gemma":0.000009778324,"teacher_disagreement_score":0.57666296,"about_ca_system_score_codex":0.00034203826,"about_ca_system_score_gemma":0.00033315344,"threshold_uncertainty_score":0.9995207},"labels":[],"label_agreement":null},{"id":"W2903911130","doi":"","title":"Backfill Barricade Design: Practical Experiences and Recommendations","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Tailings Management and Properties","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 Toronto","funders":"","keywords":"Forensic engineering; Engineering","score_opus":0.026151756393456564,"score_gpt":0.24683743986645884,"score_spread":0.22068568347300227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903911130","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":[0.0037570274,0.00055709324,0.9848148,0.0024060272,0.0030537646,0.00072621496,0.00001580617,0.0010074084,0.0036618651],"genre_scores_gemma":[0.9865376,0.0013860607,0.010006503,0.00044348423,0.00050797977,0.00024126722,0.00002028717,0.00011825544,0.00073857966],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.997853,0.00009731291,0.00047831284,0.0005557917,0.0003301063,0.00068551005],"domain_scores_gemma":[0.9988928,0.00013233685,0.00010278191,0.00046143797,0.00014654448,0.00026413583],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00051459315,0.00042729668,0.00034696455,0.00023939245,0.00047857602,0.00023806692,0.00035671436,0.00024056362,0.0007400202],"category_scores_gemma":[0.00010166723,0.0004129755,0.00007739047,0.00043542686,0.00001765767,0.00067596236,0.00028734928,0.0003369905,0.00034337153],"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":[0.000622666,0.0006275109,0.000018328772,0.0009194951,0.0013200584,0.00010454079,0.048110172,0.018071136,0.36493734,0.34220892,0.19980676,0.023253076],"study_design_scores_gemma":[0.00056894217,0.00065575086,5.251812e-7,0.0000824622,0.00011454617,0.000055308585,0.0054345736,0.79479903,0.07102475,0.011395368,0.114945695,0.00092306227],"about_ca_topic_score_codex":0.000009651009,"about_ca_topic_score_gemma":0.000014674777,"teacher_disagreement_score":0.9827806,"about_ca_system_score_codex":0.00008838531,"about_ca_system_score_gemma":0.00004236592,"threshold_uncertainty_score":0.9998322},"labels":[],"label_agreement":null},{"id":"W2905079456","doi":"","title":"Sampling Bias of Fracture Orientation: Tests Using Data From the Kimama Borehole, Snake River Plain, Idaho, USA","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Seismology and Earthquake Studies","field":"Computer Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Geology; Borehole; Sampling (signal processing); Fracture (geology); Orientation (vector space); Geotechnical engineering; Mathematics; Engineering","score_opus":0.06987078608501512,"score_gpt":0.2919774254016452,"score_spread":0.22210663931663005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905079456","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":[0.032792106,0.0007096156,0.9596164,0.0021904747,0.0035694467,0.0004916005,0.000318566,0.00017218514,0.00013955386],"genre_scores_gemma":[0.9661649,0.00019520985,0.028416213,0.0037695158,0.0011035965,0.000017908591,0.0001902696,0.0000602481,0.000082171835],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99566686,0.00028144626,0.0008682138,0.0014810193,0.0008329398,0.00086950755],"domain_scores_gemma":[0.99431115,0.00082377455,0.00071948796,0.003281237,0.0006758955,0.00018846274],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":[],"category_scores_codex":[0.0011576059,0.0005811269,0.00065202673,0.00019336447,0.0013116231,0.00021332715,0.0039680065,0.0004119339,0.00015535102],"category_scores_gemma":[0.00041058142,0.00046354395,0.00016559911,0.0011473761,0.00007611725,0.0010872277,0.0029429249,0.0005858056,0.00019882506],"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":[0.0010634805,0.002171737,0.0062775086,0.0004074037,0.004477014,0.00035918545,0.050194036,0.0533581,0.16957079,0.63934463,0.05420432,0.018571803],"study_design_scores_gemma":[0.0017132141,0.0006846524,0.0010247576,0.00026499506,0.00034874483,0.00013636849,0.000792958,0.8184976,0.023403084,0.11466907,0.03715978,0.001304753],"about_ca_topic_score_codex":0.00075788423,"about_ca_topic_score_gemma":0.00042870682,"teacher_disagreement_score":0.93337274,"about_ca_system_score_codex":0.000084123945,"about_ca_system_score_gemma":0.0003048895,"threshold_uncertainty_score":0.99998856},"labels":[],"label_agreement":null},{"id":"W2905084023","doi":"","title":"Natural Fractures and Their Relationship to the EGS Collab Project in the Underground of the Sanford Underground Research Facility (SURF)","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical and Geomechanical 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":"Natural (archaeology); Geology; Hydrology (agriculture); Mining engineering; Geotechnical engineering","score_opus":0.02935335634381763,"score_gpt":0.2720042452997163,"score_spread":0.24265088895589865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905084023","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":[0.18303694,0.0025388016,0.7760813,0.020911256,0.005395062,0.008627695,0.00031275442,0.0008408057,0.0022553816],"genre_scores_gemma":[0.9986098,0.00013267524,0.00013112645,0.00045416353,0.0002112382,0.00020059235,0.000013690011,0.000061087514,0.0001856368],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99613374,0.00045037965,0.0007869936,0.0006446188,0.0009329679,0.001051314],"domain_scores_gemma":[0.99655485,0.0014009959,0.00011235209,0.0014537631,0.00033470432,0.00014336262],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0031147907,0.0005328895,0.00049470086,0.00031668844,0.0008196637,0.00021321475,0.0017078365,0.00043047086,0.00002975623],"category_scores_gemma":[0.0007125139,0.000292305,0.00019756808,0.0028068274,0.00005458493,0.00024293037,0.0007813045,0.0018820472,0.000048637703],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005130262,0.0005578239,0.00007996176,0.001166351,0.00052265194,0.000017440974,0.016686842,0.3985593,0.16679876,0.3939227,0.013550221,0.007624918],"study_design_scores_gemma":[0.0016867002,0.0012170034,0.00037491502,0.00049333984,0.000119379074,0.00017894019,0.008619787,0.61110574,0.024133408,0.23746018,0.11291921,0.0016914186],"about_ca_topic_score_codex":0.00024078628,"about_ca_topic_score_gemma":0.001954778,"teacher_disagreement_score":0.81557286,"about_ca_system_score_codex":0.0002787901,"about_ca_system_score_gemma":0.0001390486,"threshold_uncertainty_score":0.9999529},"labels":[],"label_agreement":null},{"id":"W2905684214","doi":"","title":"A Method to Assess Potential Induced Seismicity Hazard With Application to the Duvernay","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"earthquake and tectonic studies","field":"Earth and Planetary Sciences","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Apache (Canada)","funders":"","keywords":"Induced seismicity; Geology; Hazard; Seismology","score_opus":0.018866912036549437,"score_gpt":0.24516313998782516,"score_spread":0.2262962279512757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905684214","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":[0.046131227,0.0000667837,0.94378287,0.00561117,0.0010551468,0.001534893,0.00014254454,0.0002357425,0.0014396026],"genre_scores_gemma":[0.9858084,0.000029853687,0.007896509,0.0049653263,0.00080916606,0.000071628965,0.00004641784,0.000035613226,0.00033713627],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99628884,0.000246152,0.00048283837,0.001076397,0.00091253873,0.0009932223],"domain_scores_gemma":[0.9977402,0.00016432775,0.00022724507,0.00095425016,0.0004485489,0.0004654346],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0012434723,0.00051754614,0.00051228015,0.00023747435,0.0011439186,0.00021806928,0.0010596238,0.00022559294,0.0004301473],"category_scores_gemma":[0.000054415148,0.00035961182,0.00014151857,0.0013005512,0.000009607137,0.00023655206,0.00023263266,0.00041949062,0.0020278296],"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":[0.0045514447,0.0008171304,0.002688484,0.00032098664,0.0024274606,0.00022185422,0.011992461,0.2959531,0.2640711,0.053350333,0.026457068,0.33714858],"study_design_scores_gemma":[0.0020701443,0.0072027775,0.0031496861,0.0001699569,0.0005378345,0.00037889546,0.001891759,0.72294563,0.10031992,0.014212795,0.14441551,0.0027050998],"about_ca_topic_score_codex":0.0021673613,"about_ca_topic_score_gemma":0.008595856,"teacher_disagreement_score":0.9396771,"about_ca_system_score_codex":0.000043181502,"about_ca_system_score_gemma":0.00018605623,"threshold_uncertainty_score":0.99988556},"labels":[],"label_agreement":null},{"id":"W2906169511","doi":"","title":"Automated and Digital Geological Surveying, Mapping and Analysis Based on 3D Photogrammetry","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geological Modeling and Analysis","field":"Earth and Planetary Sciences","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Photogrammetry; Computer graphics (images); Computer science; Remote sensing; Geology; Computer vision","score_opus":0.01680691301629316,"score_gpt":0.21315222333801823,"score_spread":0.19634531032172506,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2906169511","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":[0.32105437,0.00042022564,0.6737796,0.0006874234,0.0005256132,0.00042526648,0.00045167873,0.0010645288,0.0015912635],"genre_scores_gemma":[0.9969513,0.00013751404,0.0013238325,0.0007862162,0.00013559438,0.000004976702,0.0005201088,0.000014845032,0.0001256555],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99653447,0.00020928348,0.0005762751,0.0012195541,0.0005733043,0.0008871425],"domain_scores_gemma":[0.9981923,0.00032957544,0.00023721957,0.0005254134,0.0002085822,0.00050691963],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000988513,0.0005198399,0.0007793758,0.000763321,0.0006805343,0.0004139012,0.0003873687,0.0004150939,0.00092631765],"category_scores_gemma":[0.00023470979,0.00041588934,0.00024461234,0.0019268548,0.000037877995,0.00021143492,0.00012470133,0.00036874966,0.00020590345],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000876438,0.0008841968,0.26118895,0.0002677365,0.003270441,0.00028337716,0.00069341325,0.6598159,0.0024148524,0.002011527,0.0007798899,0.067513295],"study_design_scores_gemma":[0.00045784638,0.00084608287,0.0027156277,0.000027176726,0.00034739068,0.000016759337,0.00010111921,0.9922774,0.000092371214,0.0018842744,0.00067878555,0.0005551642],"about_ca_topic_score_codex":0.0008681012,"about_ca_topic_score_gemma":0.00081106694,"teacher_disagreement_score":0.6758969,"about_ca_system_score_codex":0.000014623978,"about_ca_system_score_gemma":0.000042320564,"threshold_uncertainty_score":0.99998695},"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":"W2908683829","doi":"","title":"Analysis of Foundation Problems Using Discontinuum and Equivalent Continuum Approaches With Embedded Discrete Fractures","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical Engineering and Underground Structures","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":"Simon Fraser University; University of British Columbia","funders":"","keywords":"Foundation (evidence); Geology; Forensic engineering; Mathematics; Engineering; Computer science; Geography; Archaeology","score_opus":0.01604728430325027,"score_gpt":0.22249676477718283,"score_spread":0.20644948047393255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2908683829","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":[0.1441648,0.00026961608,0.8539271,0.000053871747,0.00044094241,0.0004651123,0.000044781526,0.0003809917,0.00025278292],"genre_scores_gemma":[0.99690706,0.00009067064,0.0025102985,0.000019384419,0.00016499838,0.000038463,0.000087753266,0.000112552,0.000068850815],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9974507,0.000049381404,0.0006765325,0.00065953215,0.000487245,0.00067662704],"domain_scores_gemma":[0.9986014,0.00007450571,0.00024120668,0.00068767485,0.00017768043,0.00021758115],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00033576708,0.00058217125,0.0008876421,0.0005883231,0.00021743619,0.00015289178,0.0003560295,0.000335314,0.000060122722],"category_scores_gemma":[0.000032760032,0.00049562776,0.00020873797,0.0011150378,0.000031228312,0.000319863,0.00016932453,0.00036980212,0.0000029142632],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007502612,0.00005245621,0.00005036879,0.00033710292,0.00188204,0.0000036019137,0.00076353305,0.84248346,0.14197895,0.011859967,0.000026266749,0.00048720842],"study_design_scores_gemma":[0.0005645909,0.00034547588,0.0000815721,0.00012388594,0.001415718,0.000021865253,0.00021050197,0.96849847,0.023235569,0.0045566205,0.00028856433,0.0006571467],"about_ca_topic_score_codex":0.000058755555,"about_ca_topic_score_gemma":0.00034494142,"teacher_disagreement_score":0.8527422,"about_ca_system_score_codex":0.000109803506,"about_ca_system_score_gemma":0.000036699686,"threshold_uncertainty_score":0.99974954},"labels":[],"label_agreement":null},{"id":"W2911485007","doi":"","title":"Hydraulic Fracture/Shear Stimulation in an EGS Reservoir: Utah FORGE Program","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Forge; Geology; Fracture (geology); Shear (geology); Hydraulic fracturing; Geotechnical engineering; Mining engineering; Engineering; Petrology; Mechanical engineering","score_opus":0.01156397858722019,"score_gpt":0.24847819048161543,"score_spread":0.23691421189439524,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2911485007","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":[0.222498,0.0010567779,0.75668144,0.0025978026,0.004071022,0.0035387548,0.000090433925,0.005525625,0.003940121],"genre_scores_gemma":[0.9960845,0.00024595126,0.0012099616,0.0004308802,0.0009309626,0.00023995829,0.0002294923,0.0002803161,0.0003479953],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9951533,0.00018667115,0.0010793529,0.0011157984,0.00091467035,0.001550202],"domain_scores_gemma":[0.99720865,0.000097250915,0.00019526262,0.0015734092,0.00033506853,0.0005903364],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008754958,0.0008436716,0.0008725719,0.0009158588,0.00044227683,0.00029272356,0.0010495749,0.0008639175,0.00035201068],"category_scores_gemma":[0.000088444125,0.0008444235,0.00033351916,0.0015808064,0.000015936543,0.00092619425,0.0002581315,0.0010419313,0.00042684973],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008793348,0.00039732744,0.000046858233,0.00018327065,0.00015576408,0.00004469858,0.00084462273,0.98223037,0.01225224,0.00052507815,0.0017047956,0.0015270673],"study_design_scores_gemma":[0.0009988279,0.00080292736,0.000037756214,0.0001259883,0.00011498514,0.00002167524,0.00015158353,0.9325934,0.021371381,0.00570999,0.037111137,0.0009603394],"about_ca_topic_score_codex":0.0002991391,"about_ca_topic_score_gemma":0.00078448374,"teacher_disagreement_score":0.77358645,"about_ca_system_score_codex":0.00048007295,"about_ca_system_score_gemma":0.000099960336,"threshold_uncertainty_score":0.9994007},"labels":[],"label_agreement":null},{"id":"W2921949950","doi":"","title":"Permeability and Porosity Changes in Unconsolidated Porous Medium Due to Variations of Confining Stress and Temperature","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Heat and Mass Transfer in Porous Media","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Porosity; Permeability (electromagnetism); Porous medium; Geology; Geotechnical engineering; Pore water pressure; Stress (linguistics); Materials science; Chemistry","score_opus":0.008050064728187232,"score_gpt":0.21211609564245038,"score_spread":0.20406603091426315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2921949950","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96078265,0.00044420848,0.032328155,0.0012474726,0.002374607,0.0012899585,0.0006991314,0.0004322189,0.00040162407],"genre_scores_gemma":[0.9984449,0.00038233036,0.0005267633,0.00018548549,0.00020417267,0.0000776856,0.00006969516,0.000078844605,0.000030117977],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976659,0.00009409617,0.0005852855,0.0006290813,0.00034796496,0.0006776824],"domain_scores_gemma":[0.99861914,0.00014144798,0.00006417148,0.00050615217,0.0002739443,0.00039512635],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00065171503,0.00045527075,0.00071065564,0.00037047672,0.00017519796,0.00006611574,0.0002819275,0.0004634197,0.00006976012],"category_scores_gemma":[0.000108541615,0.00048256753,0.000044694625,0.00058923877,0.000022848199,0.00018112137,0.0001820648,0.0004367058,0.000007575598],"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":[0.00011362843,0.00019772613,0.00040255164,0.00092025474,0.00015009307,0.000052959414,0.0101069035,0.0015482041,0.9707484,0.01452796,0.00022930196,0.0010019906],"study_design_scores_gemma":[0.0032994351,0.0016595654,0.0014369716,0.0009235078,0.0002933902,0.00023238435,0.0026512474,0.11280013,0.8627869,0.010742454,0.001112563,0.0020614788],"about_ca_topic_score_codex":0.00018327017,"about_ca_topic_score_gemma":0.0041371654,"teacher_disagreement_score":0.11125192,"about_ca_system_score_codex":0.000108635875,"about_ca_system_score_gemma":0.00010471593,"threshold_uncertainty_score":0.9997626},"labels":[],"label_agreement":null},{"id":"W2922519731","doi":"","title":"Mining Induced Seismicity in Canada: A 2017 Update","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical and Geomechanical 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":true,"ca_institutions":"Laurentian University","funders":"","keywords":"Induced seismicity; Geology; Seismology","score_opus":0.010827084093026478,"score_gpt":0.19229568483849696,"score_spread":0.18146860074547047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2922519731","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":[0.09751583,0.0003909234,0.88976413,0.001267973,0.006548222,0.0010979279,0.00012545384,0.0015933549,0.0016961878],"genre_scores_gemma":[0.99713975,0.00020598911,0.0009614426,0.0008665631,0.00041500005,0.000108642234,0.000037170095,0.00019040193,0.000075034965],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9954331,0.000061243416,0.0010887324,0.00093492505,0.0007214555,0.001760534],"domain_scores_gemma":[0.9979262,0.000103573984,0.00014582108,0.001036303,0.00020106879,0.0005870529],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00055904064,0.0008341429,0.00091174117,0.00042019843,0.00022772729,0.00008698022,0.0010875249,0.0005375869,0.00023705156],"category_scores_gemma":[0.000106885505,0.00091631105,0.00017909425,0.0012594692,0.000006155029,0.00034999748,0.0004952749,0.0010247736,0.00027791917],"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":[0.000105192536,0.00016613954,0.000014647831,0.00040047226,0.00024430183,0.0003191265,0.00036302512,0.6473377,0.32079977,0.016659416,0.0076616798,0.0059285597],"study_design_scores_gemma":[0.000919994,0.0001958531,0.000005152242,0.00018175218,0.00004520412,0.000087036795,0.00015014464,0.927145,0.04327876,0.0046824426,0.022079458,0.0012291983],"about_ca_topic_score_codex":0.07954873,"about_ca_topic_score_gemma":0.29803848,"teacher_disagreement_score":0.89962393,"about_ca_system_score_codex":0.0013065484,"about_ca_system_score_gemma":0.0005231946,"threshold_uncertainty_score":0.99932873},"labels":[],"label_agreement":null},{"id":"W2937455782","doi":"","title":"Dilation of Rock Joints Based on Quantified Surface Description: Ultimate Dilation","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Rock Mechanics and Modeling","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 Toronto","funders":"","keywords":"Dilation (metric space); Geology; Mathematics; Geometry","score_opus":0.022251685578002906,"score_gpt":0.22586040264912902,"score_spread":0.2036087170711261,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2937455782","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":[0.041374996,0.00011458086,0.9515983,0.000131977,0.0039230282,0.0008625523,0.00011732783,0.00078837795,0.0010888485],"genre_scores_gemma":[0.9956555,0.00017707581,0.0029417402,0.00016328944,0.00037753733,0.00004599626,0.0001968927,0.00025325094,0.0001887225],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9957926,0.00011231406,0.0012524724,0.00091335207,0.00097164034,0.0009576164],"domain_scores_gemma":[0.99729955,0.00010722187,0.00040840637,0.0011725351,0.0007025129,0.00030978286],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008350368,0.0007749512,0.0007849085,0.00049766613,0.00046898157,0.00013538178,0.00057910854,0.00058233447,0.00027039507],"category_scores_gemma":[0.00008096456,0.0008494743,0.00031166326,0.00085053046,0.0000051492902,0.00052189775,0.00016025512,0.00048680074,0.00034147393],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010691994,0.00009177285,0.0000021195908,0.00014302132,0.000047989382,0.0000025391416,0.00017927244,0.5895664,0.39703602,0.012339508,0.0003252721,0.00015916665],"study_design_scores_gemma":[0.00084915425,0.00042630656,0.0000019233803,0.00022418497,0.00008098639,0.000006393799,0.000061705796,0.7018593,0.28951627,0.0058452296,0.00053163467,0.000596937],"about_ca_topic_score_codex":0.000029139683,"about_ca_topic_score_gemma":0.000033550936,"teacher_disagreement_score":0.9542805,"about_ca_system_score_codex":0.0003494777,"about_ca_system_score_gemma":0.00010749678,"threshold_uncertainty_score":0.9993956},"labels":[],"label_agreement":null},{"id":"W2942606850","doi":"","title":"Long-Term Stability of a Large Undercut Span Beneath Cemented Rockfill at the Turquoise Ridge Mine","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","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":"Barrick Gold (Canada)","funders":"","keywords":"Ridge; Geology; Undercut; Span (engineering); Term (time); Mining engineering; Geotechnical engineering; Engineering; Structural engineering; Paleontology","score_opus":0.015274289601483996,"score_gpt":0.23642659354361353,"score_spread":0.22115230394212954,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2942606850","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95902073,0.0003020785,0.031003997,0.0012785174,0.0012498995,0.0021059115,0.0010414917,0.00021203935,0.0037853129],"genre_scores_gemma":[0.99697495,0.00035644925,0.000111410045,0.0007509426,0.0001703529,0.00009926838,0.00017907459,0.00012010444,0.0012374264],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9947354,0.00023149283,0.0009699408,0.0012777101,0.001316096,0.0014693644],"domain_scores_gemma":[0.99691063,0.00015948442,0.00059450086,0.0018449255,0.00006797453,0.0004224573],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0009954232,0.0008198781,0.0007737106,0.00009955205,0.0011324083,0.00005916904,0.0011941445,0.00030814752,0.008807431],"category_scores_gemma":[0.00010288316,0.00060946844,0.00035009894,0.0006766086,0.00012338524,0.00042478216,0.0039528273,0.00037968214,0.0013336083],"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":[0.0005500878,0.0016971064,0.026470074,0.00014218476,0.00040767324,0.00003066959,0.0028138224,0.0011499382,0.96092457,0.0008092613,0.004722885,0.00028171935],"study_design_scores_gemma":[0.0037593471,0.0024999396,0.005837111,0.0001305963,0.0005720803,0.00012712616,0.00063471356,0.02849558,0.94971496,0.002368885,0.0041016196,0.0017580473],"about_ca_topic_score_codex":0.00041070615,"about_ca_topic_score_gemma":0.0026141626,"teacher_disagreement_score":0.03795422,"about_ca_system_score_codex":0.0013640942,"about_ca_system_score_gemma":0.000038967617,"threshold_uncertainty_score":0.9996357},"labels":[],"label_agreement":null},{"id":"W2944103097","doi":"","title":"Investigating the Effect of Sample Size on Uncertainty in Stress Estimations","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","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":"University of Toronto","funders":"","keywords":"Sample size determination; Stress (linguistics); Econometrics; Sample (material); Statistics; Mathematics; Environmental science; Chemistry; Chromatography","score_opus":0.03286322828733785,"score_gpt":0.29372964755223,"score_spread":0.2608664192648922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2944103097","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":[0.0655501,0.000081875216,0.9277133,0.0014689312,0.0024159108,0.001537596,0.00026486535,0.00020195192,0.0007654918],"genre_scores_gemma":[0.9966599,0.000010960074,0.002589216,0.0002095113,0.00021045095,0.000105855994,0.00001096124,0.000050203373,0.00015299108],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9950169,0.0006147691,0.0012566558,0.00086590485,0.0015520193,0.00069380266],"domain_scores_gemma":[0.983141,0.014078462,0.0005495448,0.0015310652,0.00047649947,0.00022343575],"candidate_categories":["metaresearch","metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0052675894,0.00046239648,0.0007287774,0.00038111125,0.00047134905,0.00016740759,0.0017435175,0.00027484656,0.00020942205],"category_scores_gemma":[0.02343489,0.00029547073,0.00021461336,0.0019953393,0.000048051596,0.00021598405,0.00041508474,0.00050647615,0.00016400697],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000096488606,0.00010881653,0.00019570375,0.00007353241,0.000048198035,0.000004319862,0.0010068724,0.8583099,0.013645167,0.1238223,0.0011605669,0.0015280872],"study_design_scores_gemma":[0.0006996202,0.0012288194,0.000024049445,0.00020233785,0.00004169932,0.000007095085,0.00021023663,0.80916876,0.020090817,0.1676517,0.00035416137,0.00032072488],"about_ca_topic_score_codex":0.00019199087,"about_ca_topic_score_gemma":0.00016243014,"teacher_disagreement_score":0.9311097,"about_ca_system_score_codex":0.00018167886,"about_ca_system_score_gemma":0.00018054976,"threshold_uncertainty_score":0.99994975},"labels":[],"label_agreement":null},{"id":"W2945181931","doi":"","title":"Constraining in Situ Stresses in Southern Saskatchewan, Canada","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"BHP (Canada)","funders":"","keywords":"Geology; Geography","score_opus":0.006485419031487229,"score_gpt":0.19549775146119788,"score_spread":0.18901233242971066,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2945181931","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9595032,0.00025206595,0.015240051,0.0014131933,0.0030717938,0.0012496865,0.00020970963,0.00023392578,0.018826379],"genre_scores_gemma":[0.9976499,0.0000562693,0.00021566797,0.0005735361,0.00013837124,0.000032554966,0.000027862874,0.00007065269,0.0012351739],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9964997,0.00011158179,0.0007098129,0.0008678349,0.000689469,0.0011215833],"domain_scores_gemma":[0.99881566,0.0000807494,0.00021713831,0.0005564136,0.000039208346,0.00029085623],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0005618451,0.00046533888,0.0004938789,0.0001549581,0.00023065855,0.00006743802,0.00065744255,0.00038493736,0.0019235304],"category_scores_gemma":[0.000041456853,0.0004308232,0.00008838664,0.00086577947,0.000024558298,0.00021490487,0.000524865,0.00059790123,0.00037758803],"study_design_candidate":"bench_or_experimental","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":[0.00086991437,0.0014517453,0.010678449,0.0002628476,0.00030847458,0.001998564,0.046113834,0.10312927,0.79886335,0.0074385037,0.010164229,0.018720841],"study_design_scores_gemma":[0.015356116,0.002519615,0.000586271,0.0017431142,0.0003167463,0.000590205,0.1188183,0.54356265,0.1919025,0.04954247,0.06659488,0.008467132],"about_ca_topic_score_codex":0.23846866,"about_ca_topic_score_gemma":0.9550238,"teacher_disagreement_score":0.7165551,"about_ca_system_score_codex":0.0008522064,"about_ca_system_score_gemma":0.00044677095,"threshold_uncertainty_score":0.99981433},"labels":[],"label_agreement":null},{"id":"W2948054811","doi":"","title":"A Numerical Study on the Effect of Loading System Stiffness on Strainbursts","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; Simon Fraser University; Laurentian University","funders":"","keywords":"Stiffness; Computer science; Structural engineering; Engineering","score_opus":0.012453796798678274,"score_gpt":0.22613616649518384,"score_spread":0.21368236969650556,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2948054811","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56518716,0.000145152,0.41701365,0.00017335429,0.007901498,0.0043768757,0.00010456826,0.0016275264,0.0034702197],"genre_scores_gemma":[0.99866885,0.000016274624,0.000029218214,0.000081051614,0.0005799839,0.00028579825,0.000011585102,0.00027275534,0.000054471657],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9953718,0.00032843955,0.0010195099,0.0009726408,0.0011752847,0.0011322899],"domain_scores_gemma":[0.99706256,0.0004999358,0.00028567592,0.0015760864,0.0002541319,0.00032162986],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0015451516,0.00096215174,0.0010883431,0.00043333886,0.0006133118,0.00013118933,0.0011784099,0.0003863552,0.00007361881],"category_scores_gemma":[0.00011400957,0.0007290825,0.00035491865,0.0008727595,0.0000074117406,0.00015247059,0.0002476188,0.00082400994,0.0002635529],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00093386625,0.0006038767,0.000005710428,0.0008857096,0.001000774,0.00009515976,0.002666826,0.5104149,0.32634467,0.15413916,0.00093469414,0.0019746989],"study_design_scores_gemma":[0.001337336,0.0050532417,0.0000010710656,0.00048540428,0.00017900734,0.000027261764,0.0008312791,0.8053967,0.185051,0.00080155424,0.00016811752,0.0006680558],"about_ca_topic_score_codex":0.000025501802,"about_ca_topic_score_gemma":0.000005861417,"teacher_disagreement_score":0.4334817,"about_ca_system_score_codex":0.0004271866,"about_ca_system_score_gemma":0.00005425549,"threshold_uncertainty_score":0.999516},"labels":[],"label_agreement":null},{"id":"W2948522557","doi":"","title":"Pre- and Post-Fracturing Analysis of a Hydraulically Stimulated Reservoir","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Petroleum engineering; Hydraulic fracturing; Geology","score_opus":0.006625141617710208,"score_gpt":0.22079202360330483,"score_spread":0.2141668819855946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2948522557","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5811186,0.0009532043,0.4128636,0.00060419866,0.00084471254,0.00065864465,0.00018619643,0.0010795955,0.0016912316],"genre_scores_gemma":[0.9977973,0.0005093532,0.00048511662,0.00016903032,0.00022206099,0.000034577177,0.00012021191,0.00014626567,0.0005160653],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9961504,0.00011751551,0.0011018562,0.0008942751,0.00076935417,0.000966626],"domain_scores_gemma":[0.9971051,0.00020152998,0.00027109982,0.0013519843,0.0005787016,0.00049155793],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000674688,0.0006845614,0.0012732134,0.0014962882,0.0003278964,0.00012511048,0.0008126097,0.0005739988,0.00031648504],"category_scores_gemma":[0.00015913972,0.0006560766,0.000538791,0.0025699507,0.000025329946,0.00034400224,0.00045862637,0.0005946996,0.00006794553],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011798734,0.00010624951,0.000031186493,0.00021387942,0.0035993413,0.000017750397,0.0009296869,0.84281397,0.151093,0.00046103247,0.00014723765,0.0004686626],"study_design_scores_gemma":[0.0005909242,0.00038339183,0.00017160305,0.000092690636,0.0022676096,0.000015546095,0.000111432506,0.93529326,0.05774889,0.000963459,0.0016638315,0.0006973637],"about_ca_topic_score_codex":0.00028756537,"about_ca_topic_score_gemma":0.00035480896,"teacher_disagreement_score":0.4166787,"about_ca_system_score_codex":0.00015954435,"about_ca_system_score_gemma":0.000065610046,"threshold_uncertainty_score":0.999589},"labels":[],"label_agreement":null},{"id":"W2948720507","doi":"","title":"The Economic Performance of Different Support Systems for a Tunnel in Weak Rock and High Stress Environment","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Tunneling and Rock Mechanics","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":"Stress (linguistics); Geology","score_opus":0.006745903926295322,"score_gpt":0.18208887288753528,"score_spread":0.17534296896123996,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2948720507","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56552887,0.0025929778,0.41547358,0.0002587051,0.011042473,0.003497515,0.000794487,0.0005515311,0.00025988196],"genre_scores_gemma":[0.99211645,0.006406138,0.00008746805,0.000018024988,0.0003947561,0.00033587537,0.00005153167,0.00015829522,0.00043145526],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9969363,0.000059844355,0.0010342466,0.00065916515,0.0003350259,0.0009754115],"domain_scores_gemma":[0.9984303,0.00018709297,0.0002620232,0.0008060604,0.00008378775,0.00023072881],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00058369787,0.0006082686,0.00073201314,0.00023595562,0.00044402847,0.00009429321,0.0006245303,0.000370038,0.000027978775],"category_scores_gemma":[0.000017817498,0.0005104102,0.00014775319,0.000132246,0.00000940314,0.00018082117,0.00031583925,0.00034511476,0.000052956388],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004034047,0.0002149069,0.000062574894,0.0015688402,0.00038234395,0.0000047862486,0.0011032475,0.84465706,0.06937192,0.079575926,0.0011740753,0.001480927],"study_design_scores_gemma":[0.0012010382,0.000883326,0.000007978087,0.00019379053,0.00008283063,0.000025074654,0.00043745388,0.95191765,0.039011598,0.0022830232,0.003381024,0.0005752381],"about_ca_topic_score_codex":0.000051801802,"about_ca_topic_score_gemma":0.00012939572,"teacher_disagreement_score":0.4265876,"about_ca_system_score_codex":0.00046015467,"about_ca_system_score_gemma":0.000071820315,"threshold_uncertainty_score":0.99973476},"labels":[],"label_agreement":null},{"id":"W2949801191","doi":"","title":"A Method to Consider Inter- and Intra-Grain Contact Strength Heterogeneity of Brittle Rock","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical and Geomechanical 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":"Laurentian University","funders":"","keywords":"Brittleness; Geology; Geotechnical engineering; Materials science; Composite material","score_opus":0.011363485686307058,"score_gpt":0.24079140002090535,"score_spread":0.2294279143345983,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2949801191","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":[0.006646588,0.00027652187,0.98963314,0.00044619228,0.0011199951,0.00074047106,0.00017171283,0.00072770315,0.00023767268],"genre_scores_gemma":[0.98173034,0.0001371681,0.016962752,0.00049199,0.00027437578,0.000096792806,0.00002292401,0.00018107303,0.00010257986],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99634266,0.00010765344,0.001055987,0.000916593,0.00047541325,0.0011016694],"domain_scores_gemma":[0.99770635,0.00023001408,0.00015143567,0.0008620046,0.00032262382,0.0007275496],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007756557,0.00075682264,0.0010679059,0.00041157033,0.00016591256,0.0000898933,0.00063285406,0.0005475592,0.00021262062],"category_scores_gemma":[0.00016150076,0.0007881774,0.00026523697,0.00079483463,0.000008409523,0.00023215859,0.0006466319,0.00063586485,0.00014872504],"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":[0.00010923954,0.00017097539,0.0000029340692,0.00044338903,0.00036220704,0.000022882716,0.0003435714,0.052914444,0.907885,0.026565362,0.0018537655,0.009326201],"study_design_scores_gemma":[0.00097655784,0.0011138726,0.0000018464099,0.00024697473,0.00012562821,0.00013652755,0.00010144734,0.59374565,0.36918277,0.008733757,0.024640162,0.0009947929],"about_ca_topic_score_codex":0.00006752894,"about_ca_topic_score_gemma":0.00014255056,"teacher_disagreement_score":0.97508377,"about_ca_system_score_codex":0.00015024841,"about_ca_system_score_gemma":0.000051026662,"threshold_uncertainty_score":0.99945694},"labels":[],"label_agreement":null},{"id":"W2953361080","doi":"","title":"Simulation of Stress-Strain Relations of Zhenping Marble Using Lattice-Spring-Based Synthetic Rock Mass Models","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Landslides and related hazards","field":"Environmental Science","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":"Geology; Rock mass classification; Spring (device); Stress (linguistics); Mineralogy; Geotechnical engineering; Engineering; Structural engineering; Philosophy","score_opus":0.017521581768214785,"score_gpt":0.2342426837387547,"score_spread":0.21672110197053993,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2953361080","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":[0.03543041,0.000078482,0.96151805,0.0001462161,0.00071460276,0.00056678726,0.0002343765,0.00010780301,0.0012032798],"genre_scores_gemma":[0.9944254,0.000049107257,0.005057173,0.00006854576,0.00008950883,0.000011515389,0.000031799642,0.00008721112,0.00017973212],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99680156,0.00012197616,0.0009417744,0.0006977739,0.0007928868,0.0006440093],"domain_scores_gemma":[0.9979425,0.00019604269,0.000692508,0.0008241507,0.00016709903,0.00017768571],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000612848,0.00040438044,0.0005162832,0.00022459321,0.0003714859,0.000042912037,0.0006053575,0.0005150055,0.001093946],"category_scores_gemma":[0.00008390559,0.00039237554,0.00024784866,0.0006975806,0.000025111996,0.0004757861,0.00026641248,0.00034568086,0.000102497565],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006708665,0.00013235904,0.00008357719,0.0000559841,0.000060049246,0.0000030060864,0.00024703387,0.8409441,0.15436934,0.003948776,0.000011279221,0.00007742302],"study_design_scores_gemma":[0.0005921319,0.00024843877,0.0000055568066,0.00028846427,0.00020658692,0.0000031857412,0.00012831358,0.9411475,0.03974294,0.016978847,0.00024662807,0.00041138614],"about_ca_topic_score_codex":0.00014630286,"about_ca_topic_score_gemma":0.000045775712,"teacher_disagreement_score":0.958995,"about_ca_system_score_codex":0.00029964966,"about_ca_system_score_gemma":0.00008647568,"threshold_uncertainty_score":0.99985284},"labels":[],"label_agreement":null},{"id":"W2953852769","doi":"","title":"Experimental Investigation of Fault Surface Asperity Slip Responses to Hydraulic Injection Used as a Fault Slip Risk Mitigation Technique in Deep Mines","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical and Geomechanical 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":"BGC Engineering (Canada); University of British Columbia","funders":"","keywords":"Slip (aerodynamics); Geology; Asperity (geotechnical engineering); Fault (geology); Geotechnical engineering; Seismology; Engineering","score_opus":0.009206286751244545,"score_gpt":0.22541927246422927,"score_spread":0.21621298571298472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2953852769","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":[0.4826234,0.00015201255,0.5139746,0.0001769446,0.00087732036,0.0013014139,0.000051087663,0.00074369303,0.00009948979],"genre_scores_gemma":[0.9935287,0.000084194515,0.0053210547,0.00015044988,0.0002277059,0.0003798284,0.000056323857,0.00017687309,0.000074861025],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9957025,0.00023032354,0.0013092905,0.0009842654,0.0008012985,0.000972313],"domain_scores_gemma":[0.9977716,0.00021115212,0.00027936551,0.0008956728,0.00035513454,0.00048706046],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0011368538,0.0007859078,0.0008503704,0.0007468004,0.0002256357,0.00008515546,0.0006581247,0.0008407571,0.000100368394],"category_scores_gemma":[0.0004438844,0.0008811584,0.00024582763,0.0021038873,0.000022976888,0.00051784364,0.0003370072,0.00072380784,0.00014138522],"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":[0.00013294254,0.00008735392,0.000017197734,0.000111143876,0.00003958151,0.0000062830945,0.00072592235,0.26244748,0.7346784,0.0014411501,0.0000731393,0.00023944647],"study_design_scores_gemma":[0.0005892437,0.00097322837,0.000011110648,0.0001929723,0.000036993937,0.00004380687,0.0002800736,0.36841235,0.62262154,0.005696198,0.0004981271,0.00064435875],"about_ca_topic_score_codex":0.0004207074,"about_ca_topic_score_gemma":0.00030902823,"teacher_disagreement_score":0.5109053,"about_ca_system_score_codex":0.0005322567,"about_ca_system_score_gemma":0.00009405727,"threshold_uncertainty_score":0.9993639},"labels":[],"label_agreement":null},{"id":"W2955765204","doi":"","title":"Ground Support Design Curves: Squeezing Ground in Nevada","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Geotechnical and construction materials studies","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); University of British Columbia","funders":"","keywords":"Ground zero; Ground motion; Geology; Remote sensing; Physics; Seismology","score_opus":0.01666110342807491,"score_gpt":0.21254234609803713,"score_spread":0.1958812426699622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2955765204","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":[0.018093856,0.0016231587,0.96298623,0.0008408878,0.008648111,0.0018195912,0.00009170351,0.0023629034,0.003533583],"genre_scores_gemma":[0.99377346,0.0027793257,0.0014378715,0.00058871834,0.00061233627,0.00024427968,0.000036382873,0.00017733131,0.0003502672],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9963274,0.00013276881,0.0010209539,0.00078466866,0.0005479257,0.0011863111],"domain_scores_gemma":[0.9985079,0.000106675696,0.00016090396,0.00072452385,0.00024451836,0.00025547665],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008630065,0.0006960566,0.00080696936,0.00036399966,0.00035887398,0.0001533402,0.0006587985,0.00041144332,0.00070456095],"category_scores_gemma":[0.00007064686,0.0007301958,0.00017680613,0.0008707225,0.000022271131,0.00050166686,0.00037179908,0.0005020659,0.0006549772],"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":[0.0002626062,0.00037291917,0.000014067992,0.002027673,0.00049374986,0.00018069171,0.0010861054,0.045555305,0.8555097,0.07786355,0.013274816,0.0033588],"study_design_scores_gemma":[0.0045339433,0.0025874493,0.000051284853,0.0020752484,0.00048947014,0.0008297888,0.001646882,0.5747681,0.1959379,0.17367022,0.03794299,0.005466678],"about_ca_topic_score_codex":0.0001131746,"about_ca_topic_score_gemma":0.00014600491,"teacher_disagreement_score":0.97567964,"about_ca_system_score_codex":0.0003359462,"about_ca_system_score_gemma":0.000095292206,"threshold_uncertainty_score":0.99951494},"labels":[],"label_agreement":null},{"id":"W2966639174","doi":"","title":"Investigating Frictional Behavior of Micro-Cracks Using Grain Based Modelling in the Combined Finite-Discrete Element Method (FDEM)","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Numerical methods in 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 Toronto","funders":"","keywords":"Discrete element method; Geology; Finite element method; Geotechnical engineering; Structural engineering; Mechanics; Engineering","score_opus":0.029136802065379462,"score_gpt":0.2776322317311818,"score_spread":0.24849542966580232,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2966639174","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":[0.012891513,0.00013438212,0.98381096,0.00009519584,0.0016720634,0.0009005909,0.00008089438,0.0003066252,0.00010776126],"genre_scores_gemma":[0.597679,0.000020791043,0.40159097,0.00015612172,0.0002120777,0.00015359005,0.00002547789,0.00015493779,0.0000069966904],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9956928,0.00042042293,0.0013708336,0.0006846195,0.0008173321,0.0010140218],"domain_scores_gemma":[0.9975974,0.00074418867,0.00031730774,0.0008655832,0.00026067317,0.00021486034],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0026057612,0.0006780311,0.0007608515,0.00057199976,0.00029536217,0.00008610061,0.00092847686,0.0003768076,0.00006919699],"category_scores_gemma":[0.00023099847,0.000658289,0.00026410815,0.0015432803,0.000016071352,0.00025254188,0.00022193321,0.0009166913,0.000012297169],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013127418,0.000067672765,0.000010856437,0.000120635,0.000042521733,0.0000054908874,0.00043442618,0.6867431,0.30698764,0.005281064,0.000019972304,0.00027353194],"study_design_scores_gemma":[0.00072345784,0.00023082689,0.0000019906454,0.00019342643,0.00013400124,0.000015984106,0.00025864432,0.84814405,0.13983731,0.009676721,0.00020797894,0.0005756147],"about_ca_topic_score_codex":0.00008518717,"about_ca_topic_score_gemma":0.0000143801335,"teacher_disagreement_score":0.5847875,"about_ca_system_score_codex":0.00037123042,"about_ca_system_score_gemma":0.00010325401,"threshold_uncertainty_score":0.9995868},"labels":[],"label_agreement":null},{"id":"W3021531515","doi":"","title":"A Multidisciplinary Approach in Modelling Hard Rocks With Natural Discontinuities: From Data Collection to Numerical Simulation","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Drilling and Well 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":"Royal Military College of Canada; Queen's University","funders":"","keywords":"Classification of discontinuities; Multidisciplinary approach; Natural (archaeology); Data collection; Computer science; Geology; Mathematics; Statistics","score_opus":0.018691096724926033,"score_gpt":0.22310780969649424,"score_spread":0.20441671297156822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3021531515","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":[0.01423526,0.00016446377,0.9823133,0.000031637363,0.0011404877,0.000666951,0.00007359598,0.0008131257,0.0005612301],"genre_scores_gemma":[0.9749154,0.00004152611,0.02348854,0.000024541065,0.00045503996,0.00007944998,0.00027045974,0.00027456376,0.00045050553],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9972844,0.000042031494,0.00053609535,0.0009591225,0.000428945,0.0007494042],"domain_scores_gemma":[0.9984667,0.00009275608,0.00008245959,0.0010185125,0.000100827434,0.00023876652],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000272954,0.00054167776,0.0005327352,0.00043548978,0.00020501224,0.0001311359,0.0006641711,0.00025625288,0.00003555855],"category_scores_gemma":[0.00002270664,0.0005418537,0.00006683748,0.00097018335,0.0000045470642,0.00048543588,0.0003683874,0.00049083965,0.000086616055],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012904596,0.0000659588,0.00001074677,0.000053707296,0.00007204831,0.0000067703063,0.001380051,0.9918415,0.005834492,0.00023216083,0.0001248022,0.0002487342],"study_design_scores_gemma":[0.0007460767,0.00017653368,0.0000033386737,0.00021028372,0.00005277237,0.000009307392,0.00035478993,0.9943557,0.0023240035,0.00049502775,0.00054352963,0.0007286387],"about_ca_topic_score_codex":0.00018740588,"about_ca_topic_score_gemma":0.0001247874,"teacher_disagreement_score":0.9606801,"about_ca_system_score_codex":0.00028724913,"about_ca_system_score_gemma":0.000045505592,"threshold_uncertainty_score":0.9997033},"labels":[],"label_agreement":null},{"id":"W3022087065","doi":"","title":"Geomechanical Properties of a Porous Carbonate Saturated With a Highly Viscous Fluid From Laboratory Testing","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Drilling and Well 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 Alberta","funders":"","keywords":"Carbonate; Porosity; Geology; Petroleum engineering; Porous medium; Geotechnical engineering; Mineralogy; Materials science; Metallurgy","score_opus":0.009371131973086335,"score_gpt":0.1750833230739486,"score_spread":0.16571219110086227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022087065","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.51922756,0.0033002307,0.4646136,0.00014698363,0.004929766,0.0014831853,0.00048907084,0.0045438698,0.0012657202],"genre_scores_gemma":[0.996104,0.00016632339,0.0024580497,0.000086537366,0.0006140531,0.00008821144,0.000048616424,0.00036957316,0.000064608146],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99608505,0.00007364618,0.0009866676,0.00090001075,0.0007752932,0.0011793452],"domain_scores_gemma":[0.99738985,0.000107808264,0.0002440059,0.0010551808,0.0008205457,0.00038263563],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00042584597,0.0009081077,0.0009963611,0.00039153587,0.00025041573,0.0001240458,0.00073882873,0.0005180983,0.000037289206],"category_scores_gemma":[0.0001160164,0.00082866667,0.00013457742,0.0014162265,0.000024290104,0.00036003505,0.00023294098,0.00067471614,0.000093257106],"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":[0.00011947083,0.000073434276,0.0000033155263,0.00022949235,0.0002741885,0.000044706307,0.00041867417,0.17758271,0.81959033,0.0013311728,0.000097770884,0.00023471122],"study_design_scores_gemma":[0.00072268525,0.0005316883,7.478462e-7,0.0005189061,0.00013390793,0.000041466206,0.00011110166,0.61062366,0.38543782,0.00062056043,0.0005100302,0.0007474225],"about_ca_topic_score_codex":0.00026078674,"about_ca_topic_score_gemma":0.00008140272,"teacher_disagreement_score":0.47687644,"about_ca_system_score_codex":0.00026210657,"about_ca_system_score_gemma":0.00021477116,"threshold_uncertainty_score":0.9994164},"labels":[],"label_agreement":null},{"id":"W3022881112","doi":"","title":"Experimental and Numerical 3D Analysis of Hydraulic Fracturing in Shaly Unconsolidated Sandstone Reservoir","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Geology; Hydraulic fracturing; Petroleum engineering; Geotechnical engineering","score_opus":0.008664805191183352,"score_gpt":0.23342853697424626,"score_spread":0.22476373178306291,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022881112","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.62655556,0.0019939991,0.3676363,0.00030018977,0.00076670287,0.0005021568,0.00008427504,0.0005531555,0.0016076661],"genre_scores_gemma":[0.9987725,0.00021620281,0.00036962627,0.00010793124,0.00016070495,0.00005017902,0.000085145024,0.0001154345,0.00012224719],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99638957,0.00013066549,0.001069272,0.0008553326,0.0006365691,0.0009186143],"domain_scores_gemma":[0.9981633,0.0001366366,0.00021897464,0.00095117016,0.00015820951,0.00037172946],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005621055,0.0006252611,0.0013036662,0.0016725605,0.0002122784,0.000087386994,0.00060596,0.00046492278,0.00043107453],"category_scores_gemma":[0.00006370386,0.0006243142,0.00035100614,0.0029440538,0.000025124165,0.0003265827,0.00037755276,0.00057230063,0.000045550958],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011348534,0.00025337675,0.0001514919,0.00012587607,0.0019226655,0.00004820044,0.0016348275,0.78505296,0.21001956,0.00030121303,0.00021544074,0.00016089814],"study_design_scores_gemma":[0.00069733587,0.00021171116,0.000062325766,0.000073266085,0.00059457455,0.00001376199,0.000313984,0.79812974,0.19818775,0.00026245796,0.0008987552,0.00055435696],"about_ca_topic_score_codex":0.0005595776,"about_ca_topic_score_gemma":0.00031693562,"teacher_disagreement_score":0.37221697,"about_ca_system_score_codex":0.00026221797,"about_ca_system_score_gemma":0.000052960026,"threshold_uncertainty_score":0.9996208},"labels":[],"label_agreement":null},{"id":"W3023476418","doi":"","title":"Crown Pillar Extraction at Pino Altos Mine - Geomechanical Aspects of Risk Evaluation, Design and Implementation.","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Mining Techniques and Economics","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":"Agnico Eagle (Canada)","funders":"","keywords":"Pillar; Crown (dentistry); Mining engineering; Extraction (chemistry); Geology; Risk analysis (engineering); Engineering; Business; Structural engineering","score_opus":0.01843818096073981,"score_gpt":0.2606452818336958,"score_spread":0.24220710087295597,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3023476418","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":[0.122456364,0.00050591456,0.8727811,0.00008664317,0.0014882259,0.0015190534,0.00015119018,0.0005766672,0.00043482144],"genre_scores_gemma":[0.9858826,0.00202529,0.01113237,0.00007091269,0.00037424802,0.00019662618,0.000112587244,0.00016643926,0.00003895327],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9967402,0.00016616248,0.0010671858,0.00075959135,0.00052539294,0.00074145145],"domain_scores_gemma":[0.99779063,0.00019449333,0.00046346,0.0008025957,0.0004641015,0.00028470508],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0019253315,0.0005525441,0.00061770144,0.00038088026,0.00041199187,0.00008358179,0.00039596853,0.0004249969,0.0010523209],"category_scores_gemma":[0.00010483306,0.00062808837,0.00015114101,0.0003939338,0.000014897892,0.00039707354,0.00029411705,0.0003237531,0.00010087774],"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":[0.00050066493,0.00029341906,0.000054007654,0.00042713876,0.00074083806,0.000015462894,0.0023541292,0.086597934,0.80065346,0.08398536,0.012822,0.011555619],"study_design_scores_gemma":[0.0010373229,0.00064127485,0.000011095777,0.000047304507,0.00025464056,0.00007998164,0.00017837569,0.6924597,0.2704649,0.031900436,0.0023590329,0.0005659398],"about_ca_topic_score_codex":0.00008227122,"about_ca_topic_score_gemma":0.00022493639,"teacher_disagreement_score":0.8634262,"about_ca_system_score_codex":0.00055575697,"about_ca_system_score_gemma":0.000113775226,"threshold_uncertainty_score":0.9998608},"labels":[],"label_agreement":null},{"id":"W3023864133","doi":"","title":"Stability Analysis of a Bedded Weak Rock Slope","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Geology; Stability (learning theory); Slope stability; Geotechnical engineering; Geomorphology; Computer science","score_opus":0.009775656888604722,"score_gpt":0.21844022702374108,"score_spread":0.20866457013513637,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3023864133","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":[0.2972099,0.00032446542,0.66114247,0.0012623692,0.0038611686,0.0022390513,0.0005827005,0.0007078319,0.032670062],"genre_scores_gemma":[0.9975382,0.00022197387,0.000603449,0.00024867165,0.0001411608,0.000039602186,0.00008093536,0.00007639336,0.0010496123],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9953149,0.00018816302,0.0010843107,0.0012572039,0.0011161148,0.0010393185],"domain_scores_gemma":[0.9971725,0.00010013009,0.00055289094,0.0015370616,0.00018402621,0.00045341512],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0010847243,0.00058711926,0.0010249836,0.00033910538,0.00048307638,0.00007174933,0.0010789499,0.00057095813,0.012184981],"category_scores_gemma":[0.000094029514,0.00050190475,0.0006406055,0.003254521,0.000031084805,0.0003590877,0.0011137133,0.00045277164,0.0010361667],"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":[0.00092139276,0.0018669523,0.0020864075,0.00016213497,0.004341994,0.00003566831,0.0041081496,0.064374566,0.8838462,0.029870193,0.00611412,0.0022721682],"study_design_scores_gemma":[0.0013401572,0.0012629572,0.00021004213,0.000053264182,0.00275626,0.000021987627,0.0005874559,0.8456607,0.119976416,0.011013512,0.015892597,0.0012246863],"about_ca_topic_score_codex":0.0003817389,"about_ca_topic_score_gemma":0.0007720356,"teacher_disagreement_score":0.7812861,"about_ca_system_score_codex":0.00041634814,"about_ca_system_score_gemma":0.00007931165,"threshold_uncertainty_score":0.9997433},"labels":[],"label_agreement":null}]}