{"meta":{"query_hash":"c4202f40f352","filters":{"venue":"13th ISRM International Congress of Rock Mechanics"},"cohort_total":38,"direct_labels_cover":0,"predictions_cover":38,"exported":38,"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/c4202f40f352","api":"https://metacan.xera.ac/api/v1/cohort?venue=13th+ISRM+International+Congress+of+Rock+Mechanics"},"results":[{"id":"W2417474737","doi":"","title":"Mining Data in a Longwall Coal Mine: An Integration of Rock Mechanics & Data Mining to Predict Intersection Stability","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Mineral Processing and Grinding","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":"Longwall mining; Mining engineering; Coal mining; Intersection (aeronautics); Geology; Underground mining (soft rock); Coal; Engineering","score_opus":0.09311710850996786,"score_gpt":0.3149586660291522,"score_spread":0.22184155751918433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2417474737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99608874,0.000039548235,0.0016397152,0.0002797073,0.000010622208,0.000023557905,0.0009673088,0.00013100544,0.0008199616],"genre_scores_gemma":[0.9906307,0.000043718068,0.0065041655,0.000022588783,0.000008132489,0.000014525076,0.00196978,0.000014465744,0.0007919275],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977857,0.000027605252,0.000021836759,0.00004026639,0.00009902673,0.000032768137],"domain_scores_gemma":[0.99940467,0.00018783027,0.000051409912,0.000063959385,0.00022257523,0.0000694919],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040459467,0.00038767065,0.00040485934,0.0011455106,0.00062747236,0.00076765625,0.0007208339,0.0010243854,0.0011866965],"category_scores_gemma":[0.0009498459,0.00028468482,0.00039290212,0.0014044611,0.00024772435,0.00067594595,0.0007024074,0.0005185945,0.00042068504],"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":[0.0009329058,0.0021411139,0.7783301,0.000113549904,0.00019453693,0.002896148,0.00044917862,0.104658246,0.011961192,0.0009312667,0.0067371787,0.09065472],"study_design_scores_gemma":[0.000063266816,0.0002898538,0.26910898,0.000029846224,0.00008216699,0.0004486484,0.0012007697,0.71839917,0.0066020554,0.00097174966,0.0027640034,0.000039560266],"about_ca_topic_score_codex":0.035767917,"about_ca_topic_score_gemma":0.10063903,"teacher_disagreement_score":0.035767917,"about_ca_system_score_codex":0.0006580176,"about_ca_system_score_gemma":0.0011547612,"threshold_uncertainty_score":0.07111943},"labels":[],"label_agreement":null},{"id":"W2465064047","doi":"","title":"Nature of Rock Fragmentation Process in Crushing Operation: A Laboratory Simulation Study","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Mineral Processing and Grinding","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":"Crusher; Process (computing); Fragmentation (computing); Mining engineering; Geology; Environmental science; Computer science; Engineering; Mechanical engineering","score_opus":0.02009759500809304,"score_gpt":0.3126964039780344,"score_spread":0.29259880896994134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2465064047","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937913,0.000048570884,0.001966549,0.00007724934,0.000011897882,0.000029867546,0.00015387176,0.0000629966,0.0038577404],"genre_scores_gemma":[0.9987098,0.00003438202,0.00043046993,0.000009279972,0.0000029031958,0.000016055685,0.00008298613,0.0000097346065,0.00070440694],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998672,0.000024061705,0.000006988159,0.000023427958,0.000025499732,0.000052810425],"domain_scores_gemma":[0.998618,0.00087602617,0.00013661495,0.00009904572,0.00013574015,0.00013449769],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041826066,0.0004872562,0.0007822639,0.00060705846,0.0007426957,0.0007994438,0.00114025,0.001871792,0.0035732465],"category_scores_gemma":[0.0015485487,0.00039843618,0.00094441435,0.00037999448,0.0008224663,0.0008079138,0.0004367193,0.00083132455,0.0002891796],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024858894,0.00045497142,0.0063581527,0.000054416945,0.000028918377,0.00033581676,0.000079760575,0.98548317,0.0038625961,0.0005542642,0.00029802747,0.0022413335],"study_design_scores_gemma":[0.000053404707,0.0002474996,0.0026576447,0.0000051760403,0.000019818906,0.00003957842,0.000090960195,0.9955302,0.0010917176,0.00013440226,0.00011629294,0.000013217406],"about_ca_topic_score_codex":0.01864302,"about_ca_topic_score_gemma":0.0095043555,"teacher_disagreement_score":0.01864302,"about_ca_system_score_codex":0.0006792134,"about_ca_system_score_gemma":0.0009966395,"threshold_uncertainty_score":0.037069023},"labels":[],"label_agreement":null},{"id":"W2506686184","doi":"","title":"Assessment of Unpredictability in Hydraulic Fracturing for Stress Amelioration around Underground Excavations","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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 Toronto","funders":"","keywords":"Hydraulic fracturing; Geology; Excavation; Stress (linguistics); Geotechnical engineering; Mining engineering; Forensic engineering; Petroleum engineering; Engineering","score_opus":0.0387669394460414,"score_gpt":0.3322822073535728,"score_spread":0.29351526790753135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2506686184","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99110097,0.000038467446,0.008182745,0.00003146906,0.0000066376692,0.0000118876915,0.000048624905,0.000042468706,0.0005367698],"genre_scores_gemma":[0.9992774,0.000008358016,0.00062560104,0.000001147096,0.0000013861805,0.000003064812,0.00001617229,0.0000025731163,0.00006436209],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99971193,0.00007108861,0.000024018997,0.00004402574,0.00011007227,0.000038762053],"domain_scores_gemma":[0.9974469,0.0015801884,0.00030524982,0.00016135961,0.00039587944,0.000110532965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006529173,0.0003070245,0.00035114388,0.0007485482,0.00030998423,0.0005652813,0.00044378455,0.0005735182,0.0006003993],"category_scores_gemma":[0.002769992,0.0002588523,0.00037101828,0.0004049796,0.00035087837,0.000608943,0.00040988307,0.0003486804,0.00008315017],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010272705,0.00028238786,0.14013903,0.00013407457,0.00009781995,0.00043756238,0.0002598749,0.7962391,0.021580923,0.00068458216,0.00020357508,0.03891383],"study_design_scores_gemma":[0.0000097457205,0.00031244458,0.07313906,0.000012170399,0.000035987934,0.00006491285,0.00017015613,0.92061675,0.005185239,0.000333892,0.00009656733,0.000023028917],"about_ca_topic_score_codex":0.001707787,"about_ca_topic_score_gemma":0.0036443432,"teacher_disagreement_score":0.001707787,"about_ca_system_score_codex":0.00032786425,"about_ca_system_score_gemma":0.0003898502,"threshold_uncertainty_score":0.0034530163},"labels":[],"label_agreement":null},{"id":"W2508059288","doi":"","title":"The Behavior of Rocks when Exposed to Microwave Radiation","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Earthquake Detection and Analysis","field":"Earth and Planetary Sciences","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Microwave; Geology; Environmental science; Astrobiology; Computer science; Physics; Telecommunications","score_opus":0.024838213309929878,"score_gpt":0.2439692316155046,"score_spread":0.21913101830557472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2508059288","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99846005,0.000060602233,0.00029184352,0.000024281417,0.0000053440003,0.000003398626,0.000070855574,0.000011843143,0.0010717771],"genre_scores_gemma":[0.99920255,0.000038915383,0.000064187356,0.000008684942,0.0000030455687,0.0000018152826,0.00009193713,0.000005174707,0.00058369426],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999275,0.0000113624255,0.0000025698987,0.00001446581,0.000022207694,0.000021841077],"domain_scores_gemma":[0.9997601,0.00007341312,0.000056394874,0.000018608516,0.000054216427,0.00003734077],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000084622734,0.00008468836,0.00015763544,0.00030342521,0.00021917482,0.0003539508,0.00016915928,0.00031209976,0.0026275446],"category_scores_gemma":[0.00072548055,0.000098661156,0.00015565964,0.00020124887,0.0002554666,0.00018670331,0.00018532963,0.00020337617,0.00048892485],"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":[0.0020533227,0.00015570184,0.14015709,0.00012016374,0.00010123009,0.0014641014,0.0010516662,0.0049015093,0.83353287,0.00033871978,0.00063859,0.01548497],"study_design_scores_gemma":[0.000030794687,0.0011031552,0.79675496,0.00003113775,0.00010362961,0.0009501606,0.0027439247,0.015687378,0.179071,0.00043380057,0.0030563453,0.000033739874],"about_ca_topic_score_codex":0.001132686,"about_ca_topic_score_gemma":0.0008183592,"teacher_disagreement_score":0.0026275446,"about_ca_system_score_codex":0.00010695109,"about_ca_system_score_gemma":0.00007161461,"threshold_uncertainty_score":0.008790016},"labels":[],"label_agreement":null},{"id":"W2517969553","doi":"","title":"Applications for Continuum Modelling of Brittle Rock Fracture with a Focus on Dilatancy During Failure","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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":"Queen's University","funders":"","keywords":"Dilatant; Geology; Brittleness; Geotechnical engineering; Fracture (geology); Focus (optics); Forensic engineering; Engineering; Materials science; Physics; Composite material","score_opus":0.01797499111930631,"score_gpt":0.23063420476544436,"score_spread":0.21265921364613805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2517969553","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03119477,0.0013345866,0.9464997,0.0004975552,0.00025768034,0.00014812627,0.00022243387,0.0008549618,0.018990293],"genre_scores_gemma":[0.7588907,0.002613516,0.20218289,0.00029365066,0.0002760677,0.000476548,0.00038223277,0.00086566,0.03401861],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996705,0.000077823,0.000027607663,0.00005224555,0.00013393981,0.000037847396],"domain_scores_gemma":[0.9992531,0.00032027852,0.00008042227,0.00010283626,0.00018417253,0.00005918949],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006206817,0.0010195494,0.0011328419,0.0010478182,0.00082207174,0.0014344825,0.0024327103,0.0028337205,0.008045447],"category_scores_gemma":[0.0020967857,0.0006830306,0.0011930258,0.0012149122,0.0009693977,0.0011086626,0.0017287987,0.001386664,0.0014672156],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032681673,0.00009848496,0.0005388295,0.00010398931,0.000016511784,0.00016494463,0.00010360702,0.9600744,0.0049358946,0.016501736,0.0006568401,0.01677212],"study_design_scores_gemma":[0.0000038834323,0.000010576871,0.00007095631,0.000009578408,0.000002088882,0.000030017985,0.000016195374,0.99570125,0.00040748337,0.0025925601,0.0011491986,0.0000061638766],"about_ca_topic_score_codex":0.0049589262,"about_ca_topic_score_gemma":0.0040869284,"teacher_disagreement_score":0.008045447,"about_ca_system_score_codex":0.0006311454,"about_ca_system_score_gemma":0.000829339,"threshold_uncertainty_score":0.026914656},"labels":[],"label_agreement":null},{"id":"W2518693634","doi":"","title":"Numerical Analysis of Hard Rock Pillars using the Cohesion Weakening Friction Strengthening Model","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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":"University of Alberta","funders":"","keywords":"Cohesion (chemistry); Geotechnical engineering; Geology; Forensic engineering; Materials science; Mining engineering; Engineering; Chemistry","score_opus":0.027324159422606343,"score_gpt":0.25225906235787576,"score_spread":0.2249349029352694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2518693634","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8818712,0.00060820265,0.08112429,0.0003342173,0.000111713925,0.000105794556,0.00020334386,0.00029319857,0.035347994],"genre_scores_gemma":[0.99243087,0.00012839565,0.0044111647,0.000018927562,0.000012315883,0.000029092413,0.00004430267,0.000025302577,0.002899742],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998684,0.00002749572,0.000006744018,0.00001593967,0.0000440317,0.000037344176],"domain_scores_gemma":[0.9996902,0.00012715069,0.0000530134,0.00003391398,0.000058833117,0.00003684106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021655293,0.0004727686,0.0009852618,0.00068492646,0.00058371364,0.0008886517,0.0011910077,0.0012597488,0.0028422298],"category_scores_gemma":[0.0010064634,0.00043492313,0.0006020884,0.0005979614,0.0007812674,0.00056175684,0.000760866,0.00055223226,0.0003211131],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005482456,0.00006175347,0.0011299088,0.000051329374,0.000023215818,0.00017711178,0.00004871907,0.9859562,0.0041278177,0.00399921,0.00021203872,0.004157892],"study_design_scores_gemma":[0.000009056629,0.000023171597,0.00032864686,0.0000030303522,0.0000050673743,0.000008755094,0.000014497676,0.9989261,0.0003058113,0.00025102912,0.000120398814,0.000004480484],"about_ca_topic_score_codex":0.010642143,"about_ca_topic_score_gemma":0.0066932733,"teacher_disagreement_score":0.010642143,"about_ca_system_score_codex":0.0005272482,"about_ca_system_score_gemma":0.00076973403,"threshold_uncertainty_score":0.021160364},"labels":[],"label_agreement":null},{"id":"W2527380825","doi":"","title":"Characterising Groundwater in Rock Slopes using a Combined Remote Sensing - Numerical Modelling Approach","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Landslides and related hazards","field":"Environmental Science","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 British Columbia; Simon Fraser University","funders":"","keywords":"Geology; Groundwater; Numerical models; Remote sensing; Geotechnical engineering; Numerical modeling; Geophysics","score_opus":0.03509230390044236,"score_gpt":0.2538300965836922,"score_spread":0.21873779268324986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2527380825","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76507187,0.00048769068,0.22836176,0.00025009585,0.0000410305,0.00012654433,0.00047139334,0.0010503271,0.0041393437],"genre_scores_gemma":[0.9626947,0.00013910184,0.036379352,0.000022487333,0.0000113831,0.00004009913,0.00021870148,0.000022847993,0.00047120196],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984,0.000029886347,0.0000129135615,0.000038676764,0.000055075405,0.000023394816],"domain_scores_gemma":[0.999777,0.00009868831,0.00003120348,0.00002387171,0.00005418457,0.000015007103],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027742857,0.0005530838,0.0004650971,0.0010307536,0.00029476764,0.0009303174,0.0006800088,0.00091008336,0.0004942342],"category_scores_gemma":[0.000740265,0.0004201108,0.00070279435,0.00091007206,0.000320363,0.0008206036,0.00046001223,0.00031079358,0.0001736557],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020829144,0.0003164475,0.026020199,0.00015009839,0.000084375766,0.0002703022,0.00018190578,0.78881246,0.09298455,0.0011192124,0.000314727,0.08953745],"study_design_scores_gemma":[0.0000140571365,0.000039552706,0.004309088,0.0000063183497,0.000015461923,0.000032733078,0.00003790222,0.9915588,0.0033867944,0.00040756734,0.00017627355,0.000015412601],"about_ca_topic_score_codex":0.010540339,"about_ca_topic_score_gemma":0.012583171,"teacher_disagreement_score":0.010540339,"about_ca_system_score_codex":0.00037277857,"about_ca_system_score_gemma":0.0006738629,"threshold_uncertainty_score":0.020957947},"labels":[],"label_agreement":null},{"id":"W2581362683","doi":"","title":"A Hybrid FLAC3D-PFC3D Model to Study the Microseismic Response of Caprock","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"earthquake and tectonic studies","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 Alberta","funders":"","keywords":"Caprock; Geology; Microseism; Seismology; Geotechnical engineering","score_opus":0.04509666096389526,"score_gpt":0.27568338342357074,"score_spread":0.23058672245967549,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2581362683","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46524566,0.0013234793,0.38846233,0.0016251331,0.00074671436,0.00035317443,0.011381519,0.0057059755,0.12515603],"genre_scores_gemma":[0.9601674,0.00033014457,0.02596959,0.00022780766,0.00008644971,0.00024262628,0.0021140475,0.00032480736,0.010537147],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998865,0.000017489232,0.0000068250565,0.000023039795,0.0000380314,0.000028078188],"domain_scores_gemma":[0.9997348,0.0000726343,0.000024892672,0.000032163076,0.00008868526,0.000046787853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001742201,0.00077045505,0.0007552501,0.0006241704,0.0006937089,0.0010768053,0.0023262592,0.003064423,0.010233618],"category_scores_gemma":[0.0005712177,0.00051733904,0.00087086024,0.0007113378,0.00050216366,0.00060422346,0.000771316,0.00073285593,0.0010764904],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033602846,0.000036932193,0.00085224956,0.00003913833,0.00001741005,0.00012018629,0.000028028207,0.99236155,0.0014457221,0.0011339496,0.0009353265,0.002995829],"study_design_scores_gemma":[0.000012681338,0.000008371483,0.00028811302,0.0000049862238,0.0000048609636,0.000014995473,0.000013254664,0.9985802,0.00014526481,0.00021097966,0.00070845964,0.000007782599],"about_ca_topic_score_codex":0.053657833,"about_ca_topic_score_gemma":0.032267585,"teacher_disagreement_score":0.053657833,"about_ca_system_score_codex":0.0006355791,"about_ca_system_score_gemma":0.0015846736,"threshold_uncertainty_score":0.106691},"labels":[],"label_agreement":null},{"id":"W2611256290","doi":"","title":"Daniel–Johnson Multiple Arch Dam, Québec, Canada - Rock Foundation Safety Assessment","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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":true,"ca_institutions":"Hydro-Québec","funders":"","keywords":"Foundation (evidence); Arch dam; Arch; Forensic engineering; Geology; Engineering; History; Archaeology","score_opus":0.023022707233804576,"score_gpt":0.25973531222135215,"score_spread":0.2367126049875476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2611256290","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10720855,0.0034496882,0.015962034,0.016935596,0.0017764402,0.0016675892,0.035327855,0.0011437834,0.8165285],"genre_scores_gemma":[0.24123564,0.0018302014,0.015564213,0.0013741632,0.00008056996,0.00034776345,0.012908034,0.0002516401,0.7264078],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9955869,0.0002280151,0.00007276869,0.00022917401,0.0032995786,0.0005835472],"domain_scores_gemma":[0.98797345,0.00022718303,0.00014447382,0.00020009598,0.010810213,0.0006445001],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002809035,0.0009608379,0.0006169448,0.0026273297,0.0075984984,0.0029677376,0.0018745011,0.0013792102,0.03728524],"category_scores_gemma":[0.0061560427,0.0005236664,0.0007533622,0.0020408204,0.00085096003,0.00093996036,0.0014546951,0.001914235,0.0038087706],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003021166,0.0002678705,0.057565834,0.00022892957,0.00013843011,0.0005248348,0.00087438757,0.011819514,0.0019433941,0.029272981,0.6963513,0.20071048],"study_design_scores_gemma":[0.000096313066,0.00017680608,0.1475329,0.0007055331,0.00011568661,0.00014414948,0.002763785,0.0152152125,0.0026318957,0.0033761659,0.82708585,0.00015568538],"about_ca_topic_score_codex":0.99335265,"about_ca_topic_score_gemma":0.99843997,"teacher_disagreement_score":0.06202071,"about_ca_system_score_codex":0.06202071,"about_ca_system_score_gemma":0.1857799,"threshold_uncertainty_score":0.44999385},"labels":[],"label_agreement":null},{"id":"W2611777118","doi":"","title":"A Dynamic Ball Compression Test for Understanding Rock Crushing","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Mineral Processing and Grinding","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":"Compression test; Geology; Compression (physics); Materials science; Composite material","score_opus":0.05213120897428845,"score_gpt":0.284519855409113,"score_spread":0.23238864643482457,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2611777118","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88228315,0.0010868128,0.09380164,0.00022255133,0.00019744916,0.00046930523,0.0014348133,0.00159651,0.01890775],"genre_scores_gemma":[0.9845184,0.0002819437,0.010435711,0.00005921658,0.000019920908,0.000087303204,0.00043038419,0.000059613052,0.0041073677],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993181,0.000029023764,0.00002677696,0.000103144586,0.00045157305,0.00007129064],"domain_scores_gemma":[0.99907243,0.0002342163,0.000078983685,0.000084616964,0.0004413464,0.00008835544],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037936142,0.0008416753,0.0006105696,0.001976534,0.00076670403,0.0005694426,0.0013125489,0.000979816,0.006908286],"category_scores_gemma":[0.0008548672,0.00035002307,0.00026841706,0.0008405713,0.0006621381,0.0010008276,0.0005683616,0.00064330414,0.0012769932],"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":[0.0006274856,0.0002459121,0.012248861,0.00021580602,0.00001541244,0.00045396833,0.00016324542,0.002564305,0.93090063,0.00054570916,0.0009663188,0.05105237],"study_design_scores_gemma":[0.000087861765,0.003143456,0.098492175,0.00006187456,0.00007988987,0.0015011564,0.0006358764,0.120371215,0.7666153,0.00070404634,0.008183141,0.00012410931],"about_ca_topic_score_codex":0.0053380122,"about_ca_topic_score_gemma":0.009781963,"teacher_disagreement_score":0.006908286,"about_ca_system_score_codex":0.00043916254,"about_ca_system_score_gemma":0.0006634349,"threshold_uncertainty_score":0.023110569},"labels":[],"label_agreement":null},{"id":"W2614093089","doi":"","title":"Dynamic Tensile Failure of Rocks Subjected to Simulated in Situ Strsses around Underground Openings","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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":"University of Toronto","funders":"","keywords":"Geology; Ultimate tensile strength; Geotechnical engineering; Mining engineering; Materials science; Composite material","score_opus":0.01206594216946975,"score_gpt":0.23841953577061767,"score_spread":0.22635359360114793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2614093089","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983341,0.000022740682,0.00048698523,0.000024707668,0.000017485707,0.000007350782,0.00026119442,0.000044764052,0.0008005362],"genre_scores_gemma":[0.9993729,0.000016394399,0.00011273377,0.0000036262097,0.0000020817492,0.0000061526916,0.00012696034,0.0000072676276,0.00035192617],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965286,0.000036210477,0.000033266457,0.00006540357,0.00010277207,0.00010959046],"domain_scores_gemma":[0.9993437,0.00022682188,0.00008393451,0.00009085261,0.0001296566,0.00012496488],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039944323,0.0006328639,0.00083657046,0.00068380695,0.00066535344,0.00087127514,0.0011293826,0.0018185352,0.0044278633],"category_scores_gemma":[0.0013845657,0.000503462,0.0008848006,0.0005301865,0.0009860717,0.0005241118,0.00068879116,0.00075905985,0.00048601883],"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":[0.0027006692,0.00057129207,0.021282446,0.00024439394,0.00015294497,0.0023843981,0.0005901099,0.88352215,0.07965525,0.00056246395,0.0009023056,0.007431605],"study_design_scores_gemma":[0.0001311396,0.0020264485,0.052104168,0.00006982708,0.00012540881,0.00030541274,0.0010542389,0.9086211,0.034341868,0.00039818176,0.00073064317,0.000091715265],"about_ca_topic_score_codex":0.0049259923,"about_ca_topic_score_gemma":0.0048426925,"teacher_disagreement_score":0.0049259923,"about_ca_system_score_codex":0.0005451776,"about_ca_system_score_gemma":0.00050281314,"threshold_uncertainty_score":0.014812648},"labels":[],"label_agreement":null},{"id":"W2682424075","doi":"","title":"A New Approach to Identify Crack Initiation Stress of Crystalline Rocks under Uniaxial Compression Condition","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Geology; Compression (physics); Stress (linguistics); Materials science; Geotechnical engineering; Composite material; Philosophy","score_opus":0.02966341757319859,"score_gpt":0.28168392541615833,"score_spread":0.25202050784295976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2682424075","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35579294,0.00080216554,0.6339233,0.000110381385,0.000087566536,0.00017823122,0.0003616561,0.0008844754,0.007859241],"genre_scores_gemma":[0.89721215,0.00041425793,0.098706335,0.000033112363,0.000038745253,0.00012764802,0.00023782991,0.000039413695,0.0031905097],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998006,0.0000112737,0.000011704797,0.000058663234,0.00009799521,0.000019829085],"domain_scores_gemma":[0.9997465,0.000042097574,0.000036559908,0.000018917657,0.00013778129,0.000018158233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015926399,0.0005527791,0.0004401747,0.0017425092,0.00036154094,0.00047792084,0.0006034511,0.00058530894,0.0013813581],"category_scores_gemma":[0.0003208879,0.00023790619,0.0003054386,0.00077719486,0.00035775782,0.00080415374,0.0004832706,0.00043340007,0.0002955215],"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":[0.00025081678,0.00026938715,0.020414578,0.00045740863,0.00007175643,0.00040178283,0.00041255262,0.03660276,0.7131029,0.0079284925,0.0010257697,0.21906188],"study_design_scores_gemma":[0.000020692885,0.0002371968,0.017253613,0.000024398647,0.00006745747,0.00033816855,0.00029054756,0.88533795,0.09145984,0.002633706,0.002281777,0.000054640182],"about_ca_topic_score_codex":0.0020325137,"about_ca_topic_score_gemma":0.0029104964,"teacher_disagreement_score":0.0020325137,"about_ca_system_score_codex":0.0003033185,"about_ca_system_score_gemma":0.00055976433,"threshold_uncertainty_score":0.004621148},"labels":[],"label_agreement":null},{"id":"W2728515357","doi":"","title":"Guidelines for the Quantitative Description of Discontinuities for use in Discrete Fracture Network Modelling","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Seismic Imaging and Inversion Techniques","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; University of British Columbia","funders":"","keywords":"Classification of discontinuities; Fracture (geology); Computer science; Geology; Mathematics; Geotechnical engineering; Mathematical analysis","score_opus":0.16303129477328324,"score_gpt":0.3255223978080121,"score_spread":0.16249110303472888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2728515357","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00030701476,0.00015740079,0.99554175,0.0001064759,0.000055771423,0.00015345724,0.0008850461,0.0013905396,0.0014025924],"genre_scores_gemma":[0.006447523,0.0004395303,0.98776746,0.00010484268,0.000038827548,0.0007404109,0.0016044005,0.0009868182,0.0018701889],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99669075,0.0009673453,0.0006945799,0.00021081716,0.0013396833,0.000096782],"domain_scores_gemma":[0.9859483,0.0046144603,0.0005517037,0.0026070469,0.0060743284,0.0002041886],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0065377257,0.002319249,0.0015420215,0.0033893224,0.0012216781,0.0034642776,0.0063839094,0.004001745,0.018203577],"category_scores_gemma":[0.028078685,0.0020137632,0.00193873,0.0030039616,0.0014085693,0.0026742942,0.0021904963,0.005225115,0.011829219],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000092165865,0.0003683391,0.0013870647,0.0024762994,0.00014837139,0.0008043371,0.00070848456,0.25793284,0.03208267,0.27911788,0.1009317,0.3239498],"study_design_scores_gemma":[0.000119204415,0.00009213556,0.0007649821,0.0010186235,0.000079543,0.0006112347,0.00020080565,0.5672769,0.015867986,0.19990666,0.2138732,0.00018876398],"about_ca_topic_score_codex":0.0068710307,"about_ca_topic_score_gemma":0.010094116,"teacher_disagreement_score":0.018203577,"about_ca_system_score_codex":0.0008111035,"about_ca_system_score_gemma":0.0023186842,"threshold_uncertainty_score":0.060897052},"labels":[],"label_agreement":null},{"id":"W2735818737","doi":"","title":"Static, Dynamic, and Stress Dependent Anisotropy of Shale","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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 Alberta","funders":"","keywords":"Geology; Stress (linguistics); Anisotropy; Oil shale; Geotechnical engineering; Physics; Paleontology","score_opus":0.01054041600389537,"score_gpt":0.241418857691288,"score_spread":0.23087844168739263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2735818737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99584705,0.00009181803,0.0017340297,0.000034111432,0.0000038244784,0.0000027173721,0.000094346855,0.000029606777,0.0021626672],"genre_scores_gemma":[0.9996126,0.00002279655,0.000070121685,0.0000012368133,0.0000015178197,6.612089e-7,0.000026088039,0.0000038730473,0.00026104203],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999416,0.0000076182564,0.0000028831519,0.0000136772205,0.000017879403,0.000016371268],"domain_scores_gemma":[0.9995714,0.00012514208,0.000068785266,0.00004303807,0.00013384111,0.000057898924],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015532057,0.00013351547,0.00013034765,0.00062822126,0.000257897,0.00042457043,0.0001911876,0.00015473076,0.0012527687],"category_scores_gemma":[0.00085583667,0.00018358842,0.00009135442,0.0004038552,0.00041826486,0.00053637783,0.00020700826,0.00020930893,0.000110957364],"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":[0.001646845,0.00032464907,0.13025072,0.00019969011,0.000077361794,0.0012602137,0.0006114878,0.18859705,0.6119222,0.02187527,0.0013320897,0.04190246],"study_design_scores_gemma":[0.000041085623,0.00013515724,0.29604748,0.000020472236,0.00004620363,0.00043244852,0.0005207569,0.63267905,0.06322975,0.005471606,0.0012689048,0.00010714263],"about_ca_topic_score_codex":0.0027275586,"about_ca_topic_score_gemma":0.0046067485,"teacher_disagreement_score":0.0027275586,"about_ca_system_score_codex":0.00025078954,"about_ca_system_score_gemma":0.00030600055,"threshold_uncertainty_score":0.005423367},"labels":[],"label_agreement":null},{"id":"W2739007427","doi":"","title":"Numerical Investigation of Seismic Events Associated with Hydraulic Fracturing","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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 Waterloo","funders":"","keywords":"Hydraulic fracturing; Geology; Seismology; Geotechnical engineering","score_opus":0.01522612818530261,"score_gpt":0.2283847814328487,"score_spread":0.2131586532475461,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2739007427","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99033314,0.000108086606,0.0037310175,0.00015423389,0.000037767815,0.00002570658,0.00017430283,0.00009868522,0.0053369533],"genre_scores_gemma":[0.9983541,0.000040827614,0.001024437,0.00000991673,0.000008703178,0.000008568705,0.00006656156,0.000008932929,0.00047804977],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982077,0.000045640863,0.000018171102,0.000026299856,0.00004322756,0.00004591516],"domain_scores_gemma":[0.9983734,0.0010270315,0.00021119804,0.00007887711,0.00015598093,0.00015333614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041686944,0.00044472597,0.00065333035,0.001312949,0.0007458392,0.0009226679,0.0008765048,0.0019813643,0.0024678058],"category_scores_gemma":[0.0031260757,0.0005773668,0.0006054187,0.0011718386,0.0010422246,0.00062552345,0.0005847131,0.00082533853,0.00017197167],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023325116,0.00031930525,0.011363522,0.000071337876,0.000059484068,0.000775109,0.00008655937,0.9778185,0.0038978918,0.0016473546,0.00034409208,0.0033836788],"study_design_scores_gemma":[0.000018136509,0.000043139054,0.0028601089,0.000004854625,0.000010408149,0.000043868487,0.000057319994,0.9963654,0.0003935657,0.00011582104,0.000080053476,0.000007208929],"about_ca_topic_score_codex":0.00983032,"about_ca_topic_score_gemma":0.0078058597,"teacher_disagreement_score":0.00983032,"about_ca_system_score_codex":0.0007602535,"about_ca_system_score_gemma":0.00051267626,"threshold_uncertainty_score":0.01954621},"labels":[],"label_agreement":null},{"id":"W2740644310","doi":"","title":"Excavation Damage, and Water and Gas Migration in an Inherently Anisotropic Argillaceous Rock Formation","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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":"Canadian Nuclear Safety Commission","funders":"","keywords":"Geology; Excavation; Mining engineering; Geotechnical engineering; Geochemistry; Petrology","score_opus":0.02360214096327923,"score_gpt":0.24509865664981156,"score_spread":0.22149651568653234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2740644310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99917525,0.0000097491975,0.00020539218,0.000027321032,0.0000016069426,0.0000035404678,0.000026889866,0.000008923752,0.00054138823],"genre_scores_gemma":[0.9996859,0.0000062835898,0.000102881866,0.000002120387,8.7630366e-7,0.0000017599476,0.000015329593,0.000001715873,0.00018311018],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998185,0.000017903647,0.000014435927,0.000047032103,0.00003707497,0.00006509864],"domain_scores_gemma":[0.99971527,0.00007422354,0.00006441823,0.000031318716,0.00004355228,0.00007121037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024184468,0.0002186851,0.00040401268,0.00081675756,0.0011386522,0.0010306436,0.0007318702,0.0009413057,0.0010613237],"category_scores_gemma":[0.0012983425,0.00046109152,0.00023522909,0.0006708228,0.0015177802,0.00054126506,0.00114868,0.0004801869,0.0001460896],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017831274,0.0009749915,0.3583089,0.00008003305,0.000121292556,0.0038029512,0.0016428318,0.5816963,0.03431896,0.0036116338,0.0006066873,0.013052319],"study_design_scores_gemma":[0.00021176614,0.00037224343,0.4115595,0.000015154094,0.00008353469,0.00060295814,0.0025737553,0.5794055,0.0030502598,0.0012769623,0.00073354394,0.00011485921],"about_ca_topic_score_codex":0.048391175,"about_ca_topic_score_gemma":0.060373187,"teacher_disagreement_score":0.048391175,"about_ca_system_score_codex":0.00090471393,"about_ca_system_score_gemma":0.0010115828,"threshold_uncertainty_score":0.096219},"labels":[],"label_agreement":null},{"id":"W2753985173","doi":"","title":"A Non-Uniform Velocity Model and FLAC/SPECFEM2D Coupled Numerical Simulation of Wave Propagation in Underground Mines","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Geotechnical and Geomechanical 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":"Laurentian University","funders":"","keywords":"Geology; Computer simulation; Mechanics; Physics","score_opus":0.02407515739640149,"score_gpt":0.24236067456008667,"score_spread":0.2182855171636852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2753985173","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.63065803,0.00043692166,0.32919312,0.00053429685,0.00022389703,0.00019234576,0.00086473045,0.0011800408,0.03671659],"genre_scores_gemma":[0.9599438,0.00011675156,0.034489438,0.00007223707,0.000027510845,0.00010708352,0.00030735307,0.000113037604,0.0048228507],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997979,0.000051584968,0.0000123349955,0.000027801849,0.00006943251,0.000041020427],"domain_scores_gemma":[0.99960965,0.00012937412,0.00005156513,0.000050627703,0.00011426028,0.000044520733],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027320103,0.0005352719,0.0005662436,0.0005557974,0.00067535543,0.00096419244,0.0014659327,0.00202993,0.0024086481],"category_scores_gemma":[0.0010432727,0.00056832074,0.00057069823,0.0006663088,0.00060789514,0.00075689435,0.0009559136,0.00070483977,0.0004121849],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028624534,0.000074429445,0.0010148691,0.000021497177,0.00000947307,0.000089075795,0.000036875124,0.9907573,0.0023986408,0.0018961452,0.00029117995,0.0033818372],"study_design_scores_gemma":[0.0000043313653,0.000007364114,0.00013521918,0.0000015901852,0.0000010483434,0.0000064152464,0.000006535945,0.99946016,0.00018903054,0.000075314376,0.00010995538,0.0000030202582],"about_ca_topic_score_codex":0.017162755,"about_ca_topic_score_gemma":0.011449254,"teacher_disagreement_score":0.017162755,"about_ca_system_score_codex":0.00054321537,"about_ca_system_score_gemma":0.0010508437,"threshold_uncertainty_score":0.034125686},"labels":[],"label_agreement":null},{"id":"W2759138189","doi":"","title":"Post-Pillar Design for Overhand Cut and Fill Mining in Moderate to High Stress Conditions – A Case Study","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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":"Vale (Canada); Stantec (Canada)","funders":"","keywords":"Pillar; Stress (linguistics); Forensic engineering; Geotechnical engineering; Engineering; Structural engineering","score_opus":0.04039623857089917,"score_gpt":0.2816560323768508,"score_spread":0.2412597938059516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2759138189","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94654167,0.00019226424,0.040648114,0.00011064397,0.00006665609,0.0002378144,0.00014710319,0.00039593797,0.011659749],"genre_scores_gemma":[0.96673876,0.00007173702,0.024272535,0.000013462941,0.000007130068,0.000050870043,0.00009600518,0.000077778815,0.00867165],"study_design_codex":"design_other","study_design_gemma":"case_report","domain_scores_codex":[0.9991321,0.00010874483,0.00004832546,0.00010322861,0.00040910492,0.00019852097],"domain_scores_gemma":[0.998923,0.00031267214,0.00013186876,0.00022593833,0.00024831135,0.00015821701],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066771434,0.0006299606,0.00066522317,0.00064166496,0.0010532341,0.0011668563,0.0016833119,0.0019241845,0.0044709393],"category_scores_gemma":[0.0010902814,0.00041903747,0.00061321614,0.0003783415,0.0005988474,0.0004770665,0.000645222,0.00052726455,0.0010814824],"study_design_candidate":"case_report","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":[0.0021589268,0.002543127,0.024745824,0.0011588713,0.000152753,0.018386342,0.002341143,0.2850004,0.2682191,0.00778947,0.0053590983,0.3821449],"study_design_scores_gemma":[0.0003712307,0.014687355,0.06596816,0.00023437153,0.00041524353,0.0119800465,0.005248044,0.6852843,0.1559405,0.0053690863,0.05417039,0.0003311611],"about_ca_topic_score_codex":0.0017076554,"about_ca_topic_score_gemma":0.005705856,"teacher_disagreement_score":0.0044709393,"about_ca_system_score_codex":0.00047855175,"about_ca_system_score_gemma":0.0010370328,"threshold_uncertainty_score":0.014956772},"labels":[],"label_agreement":null},{"id":"W2759236545","doi":"","title":"Some Fundamental Hydro-Mechanical Processes Relevant for Understanding the Pore Pressure Response around Excavations in Low Permeable Clay Rocks","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":7,"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":"Excavation; Geology; Geotechnical engineering; Pore water pressure; Mining engineering","score_opus":0.04177548587042889,"score_gpt":0.272280196682903,"score_spread":0.2305047108124741,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2759236545","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9541885,0.0014855098,0.031355303,0.00092115824,0.000074526026,0.00008630549,0.0003948411,0.00014724425,0.011346639],"genre_scores_gemma":[0.9976507,0.00044733836,0.0009807962,0.00001887125,0.000026151209,0.00001398223,0.000053534535,0.000010474044,0.0007981261],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993336,0.000008737068,0.000004513622,0.000018797273,0.000014347243,0.000020299498],"domain_scores_gemma":[0.9998356,0.00007081765,0.000034845252,0.00001423769,0.000024350651,0.000020236204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014715888,0.0002573409,0.00033604543,0.0004030189,0.0005041725,0.0010245084,0.00080840825,0.0008478331,0.002611998],"category_scores_gemma":[0.0009131952,0.00036204883,0.0003297636,0.00032441854,0.0010449567,0.0010836223,0.00040351925,0.0007306461,0.00029753693],"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":[0.00036504254,0.00071524974,0.033074502,0.0008469878,0.00008815724,0.002397193,0.0017881491,0.29082564,0.5754645,0.049841672,0.0017865946,0.0428064],"study_design_scores_gemma":[0.000040566567,0.00014775287,0.14859587,0.000045050732,0.000027065404,0.0003085031,0.001385573,0.7973408,0.025725827,0.024173778,0.002117192,0.000091985836],"about_ca_topic_score_codex":0.004242951,"about_ca_topic_score_gemma":0.0026537688,"teacher_disagreement_score":0.004242951,"about_ca_system_score_codex":0.00041719963,"about_ca_system_score_gemma":0.00039684065,"threshold_uncertainty_score":0.008737981},"labels":[],"label_agreement":null},{"id":"W2762110325","doi":"","title":"A Study of the Geometrical Scale-Dependency of Fractured Rockmasses using Lidar Scanning: The Case Study of Brockville Tunnel","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"3D Surveying and Cultural Heritage","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":"Queen's University","funders":"","keywords":"Lidar; Scale (ratio); Dependency (UML); Geology; Remote sensing; Geography; Cartography; Computer science; Artificial intelligence","score_opus":0.0734597151501296,"score_gpt":0.2967306886394849,"score_spread":0.22327097348935526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2762110325","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99820566,0.000027289365,0.0009620879,0.000013171884,6.9329803e-7,0.000009262842,0.000060452483,0.000012063672,0.0007093494],"genre_scores_gemma":[0.9990646,0.000022016655,0.000762765,0.000001253943,6.127255e-7,0.0000019649015,0.00003719776,0.0000033796332,0.000106212006],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99972206,0.000053391617,0.000014118189,0.00005640489,0.00010327557,0.00005067513],"domain_scores_gemma":[0.9984479,0.0008565474,0.00021543508,0.000099680175,0.00032910195,0.000051355993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000452878,0.00022400315,0.00023492877,0.0012816723,0.00043029102,0.000670224,0.00064606505,0.00052487466,0.0009238775],"category_scores_gemma":[0.0022271443,0.00028580363,0.0003174979,0.0014137413,0.0005986882,0.0004859827,0.00037551628,0.00021203917,0.00014486985],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035262518,0.00035115733,0.7555828,0.00024375138,0.00012457462,0.0056359367,0.002294521,0.119709454,0.05730655,0.0019504916,0.00035246144,0.056095704],"study_design_scores_gemma":[0.000008832212,0.00016935723,0.7373236,0.00002600067,0.00006104552,0.0010454729,0.0026688557,0.25141194,0.0061261836,0.00042703518,0.0006855881,0.000046121953],"about_ca_topic_score_codex":0.02626938,"about_ca_topic_score_gemma":0.05236163,"teacher_disagreement_score":0.02626938,"about_ca_system_score_codex":0.00051217224,"about_ca_system_score_gemma":0.0003588611,"threshold_uncertainty_score":0.05223292},"labels":[],"label_agreement":null},{"id":"W2788096943","doi":"","title":"Uncertainty in the Rock Engineering Design of Post-Tensioned Anchors for Dams","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Dam Engineering and Safety","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; Engineering; Geotechnical engineering; Forensic engineering; Civil engineering; Construction engineering; Mining engineering","score_opus":0.026754386297076507,"score_gpt":0.2505730922400619,"score_spread":0.22381870594298542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2788096943","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29118448,0.00039713806,0.69206166,0.000676314,0.0000808784,0.00005159343,0.00011778247,0.00010421552,0.015325888],"genre_scores_gemma":[0.98761487,0.00008320729,0.01084333,0.000018978753,0.00001434489,0.000022398359,0.000032602944,0.000028424698,0.0013417795],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99906546,0.00041542077,0.000038412112,0.00012000141,0.0002437041,0.00011703225],"domain_scores_gemma":[0.9968449,0.0023141685,0.00024771775,0.000098369695,0.00041612034,0.00007869868],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022058822,0.0005943284,0.0012096668,0.00063668523,0.0006065371,0.0019900864,0.00090502814,0.0016788705,0.002197344],"category_scores_gemma":[0.008584325,0.0009083145,0.00059461454,0.00044481942,0.0009001417,0.0015749924,0.0013184055,0.001114994,0.00023280688],"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":[0.000049170158,0.000009584977,0.0003414668,0.000018408855,0.000005863562,0.000041751828,0.000032496144,0.99077284,0.0006230323,0.0052619944,0.00008005628,0.0027633463],"study_design_scores_gemma":[0.000006665636,0.000048836348,0.0002292799,0.000007981504,0.0000054868005,0.0000093211665,0.000030976116,0.99469805,0.0003301086,0.004369658,0.00025501204,0.000008563761],"about_ca_topic_score_codex":0.0035848306,"about_ca_topic_score_gemma":0.0030446288,"teacher_disagreement_score":0.0035848306,"about_ca_system_score_codex":0.0009281681,"about_ca_system_score_gemma":0.0010723763,"threshold_uncertainty_score":0.01166594},"labels":[],"label_agreement":null},{"id":"W2788295226","doi":"","title":"An Investigation into the Effect of Mixing Time and Pulp Density on the Mechanical Propreties of Sodium Silicate Fortified Cementd Hydrulic Back Fill, Gelfill","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Innovative concrete reinforcement materials","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":"Concordia University; Université du Québec en Abitibi-Témiscamingue; McGill University","funders":"","keywords":"Mixing (physics); Sodium silicate; Silicate; Sodium; Chemistry; Mineralogy; Environmental science; Metallurgy; Geotechnical engineering; Geology; Materials science; Engineering; Chemical engineering; Physics","score_opus":0.018274069363968498,"score_gpt":0.2406962635903456,"score_spread":0.2224221942263771,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2788295226","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989237,0.00038897715,0.00029460405,0.000013334116,0.0000075045114,0.000006688701,0.00006673661,0.000010465278,0.00028792836],"genre_scores_gemma":[0.9978144,0.00030467726,0.00055889046,0.000012035426,0.0000061815726,0.0000075842,0.00007880017,0.000009399014,0.0012080821],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977404,0.00004167053,0.000026849793,0.000045931407,0.000075368924,0.000036266327],"domain_scores_gemma":[0.99945074,0.00027822334,0.000105775245,0.000029010622,0.0000878482,0.0000483583],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004007381,0.0002700939,0.00028790647,0.00022394996,0.00021548026,0.0002825837,0.0002445159,0.00028169437,0.00207818],"category_scores_gemma":[0.0007197713,0.00025198533,0.0003524682,0.0002450805,0.00023718391,0.00044127504,0.00016852512,0.0003586279,0.00022877482],"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":[0.002440438,0.00016389287,0.0013343324,0.00014405473,0.000018574496,0.000074593976,0.00012146309,0.0005041297,0.98897725,0.000057765683,0.000036520403,0.0061269198],"study_design_scores_gemma":[0.00003178597,0.0040911622,0.01845286,0.000009868468,0.00008469909,0.00005636168,0.0001623742,0.0014998261,0.97480166,0.000019276944,0.00076893833,0.000021068938],"about_ca_topic_score_codex":0.00090759725,"about_ca_topic_score_gemma":0.0017309331,"teacher_disagreement_score":0.00207818,"about_ca_system_score_codex":0.00016693889,"about_ca_system_score_gemma":0.00018601299,"threshold_uncertainty_score":0.0069521666},"labels":[],"label_agreement":null},{"id":"W2789428000","doi":"","title":"Simulation of Dilation Behavior of Brittle Rocks using a Grain-Based Model","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Geotechnical and Geomechanical 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":"Laurentian University","funders":"","keywords":"Geology; Brittleness; Dilation (metric space); Mineralogy; Geotechnical engineering; Materials science; Geometry; Mathematics; Metallurgy","score_opus":0.0365165389036614,"score_gpt":0.2710719696466443,"score_spread":0.2345554307429829,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2789428000","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92330754,0.0002617326,0.058461443,0.00032019563,0.000093165356,0.00008811117,0.00061354006,0.00082757993,0.016026884],"genre_scores_gemma":[0.99267125,0.00008526908,0.0059967525,0.000022061113,0.000008025747,0.000024843868,0.0001475566,0.00006527745,0.0009788187],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989974,0.000018926585,0.000007364065,0.000018286093,0.000030076906,0.00002556331],"domain_scores_gemma":[0.999519,0.00024666215,0.000059494752,0.000055296772,0.000054523545,0.00006507361],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017053455,0.00041922808,0.0007464941,0.00054214336,0.00053198583,0.00072265905,0.0011207397,0.0015557507,0.0033028743],"category_scores_gemma":[0.0010248554,0.00049271254,0.00062425516,0.00060236646,0.00064284663,0.0005690603,0.00064892625,0.00054188404,0.00020802586],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025681768,0.000031098098,0.00066122826,0.000015939408,0.000009965498,0.00005639516,0.00002175453,0.9962997,0.0012096934,0.000841946,0.00007950831,0.0007471502],"study_design_scores_gemma":[0.0000062977206,0.000006830279,0.00015874887,0.0000012182276,0.00000200332,0.000004258224,0.000003781381,0.9994804,0.0001689955,0.00011073318,0.000054562428,0.0000022559016],"about_ca_topic_score_codex":0.017120128,"about_ca_topic_score_gemma":0.010512745,"teacher_disagreement_score":0.017120128,"about_ca_system_score_codex":0.00088868686,"about_ca_system_score_gemma":0.0009257676,"threshold_uncertainty_score":0.034040928},"labels":[],"label_agreement":null},{"id":"W2791768733","doi":"","title":"Investigating the Failure Mechanism of Drilling Induced Tensile Fractures Utilizing Transparent Glass Cubes in the Laboratory","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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":"Mechanism (biology); Failure mechanism; Drilling; Ultimate tensile strength; Forensic engineering; Geology; Materials science; Composite material; Engineering; Metallurgy; Physics","score_opus":0.03299723539360911,"score_gpt":0.25846596865317406,"score_spread":0.22546873325956496,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2791768733","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99671197,0.00008777247,0.0026156795,0.000028389899,0.000014821693,0.000017876893,0.00007577241,0.000029416615,0.00041827705],"genre_scores_gemma":[0.9976549,0.00008240277,0.0017648574,0.000008779023,0.000003770215,0.000014761003,0.000050608945,0.000006140627,0.000413714],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997743,0.000011530645,0.0000075703006,0.000033138007,0.00012499667,0.000048438724],"domain_scores_gemma":[0.9996117,0.000110609544,0.00009660499,0.000051450876,0.000098228826,0.000031498057],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026374354,0.00024315563,0.00020674808,0.00018039934,0.00024974966,0.00023809294,0.00046763106,0.00051266525,0.0015924635],"category_scores_gemma":[0.00053010084,0.00019521941,0.00036813243,0.00016366027,0.0004668256,0.00045634594,0.0003062635,0.00044762553,0.00022061836],"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":[0.00016573931,0.000035373556,0.0016138527,0.00004876116,0.0000065006943,0.00020512013,0.00006652738,0.0014524369,0.9942451,0.00023998064,0.000072302784,0.0018482781],"study_design_scores_gemma":[0.00004412438,0.0015069512,0.021721996,0.000014546721,0.00004148028,0.00037417834,0.00039440946,0.033909198,0.9405333,0.00041460566,0.0010020203,0.000043177446],"about_ca_topic_score_codex":0.0016822898,"about_ca_topic_score_gemma":0.0015256208,"teacher_disagreement_score":0.0016822898,"about_ca_system_score_codex":0.00020289542,"about_ca_system_score_gemma":0.00033857088,"threshold_uncertainty_score":0.0053272843},"labels":[],"label_agreement":null},{"id":"W2792771682","doi":"","title":"Transitioning from Open Pit to Underground Mass Mining: Meeting the Rock Engineering Challenges of Going Deeper","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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":"Simon Fraser University; University of British Columbia","funders":"","keywords":"Rock mass classification; Mining engineering; Geology; Open-pit mining; Underground mining (soft rock); Engineering; Geotechnical engineering; Coal mining; Waste management","score_opus":0.042316587104003614,"score_gpt":0.25663555969804236,"score_spread":0.21431897259403876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2792771682","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6136194,0.0032965867,0.15620153,0.07910596,0.0019527142,0.00019363625,0.00021485201,0.0010497158,0.1443656],"genre_scores_gemma":[0.9322727,0.0018841756,0.03643636,0.0031751164,0.00030261048,0.000042878335,0.00013004532,0.00022403781,0.025532134],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.999275,0.00009679939,0.000016022252,0.00008114384,0.00031554437,0.00021540762],"domain_scores_gemma":[0.99924797,0.00012158171,0.000075943186,0.00008365294,0.00019514345,0.00027569153],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009940763,0.00026845137,0.00039226067,0.0002695727,0.0015325221,0.0029868379,0.0012751227,0.0019961635,0.007861518],"category_scores_gemma":[0.0017010203,0.000173108,0.00032632716,0.00037408152,0.0019848938,0.0051727938,0.0039181644,0.0023883134,0.0012333462],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00062111364,0.0010225141,0.012869685,0.0007158747,0.00005253319,0.0011452968,0.005799332,0.012312526,0.057947382,0.19941519,0.05778786,0.65031075],"study_design_scores_gemma":[0.000101705016,0.002012025,0.018954694,0.0006038672,0.00006594635,0.0018561009,0.030536683,0.04727358,0.013650006,0.41895914,0.4658617,0.00012450421],"about_ca_topic_score_codex":0.002953485,"about_ca_topic_score_gemma":0.013547498,"teacher_disagreement_score":0.007861518,"about_ca_system_score_codex":0.00065227016,"about_ca_system_score_gemma":0.002921035,"threshold_uncertainty_score":0.026299417},"labels":[],"label_agreement":null},{"id":"W2794150465","doi":"","title":"Obtaining Robust Estimates of Rock Strength for Rock Engineering Design","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Mineral Processing and Grinding","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":"Geology; Geotechnical engineering; Geomechanics; Rock mechanics; Mining engineering","score_opus":0.049919688440047544,"score_gpt":0.26154704813316226,"score_spread":0.21162735969311472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2794150465","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.004803897,0.000058719528,0.994293,0.000022570317,0.0000067921264,0.0000122655,0.00007057534,0.00032878682,0.0004035176],"genre_scores_gemma":[0.39233813,0.00022427531,0.6030685,0.00006737152,0.00005927907,0.00021153051,0.0010228105,0.00035221683,0.0026559327],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989442,0.00030596353,0.00006435216,0.00021165481,0.000412444,0.00006143267],"domain_scores_gemma":[0.99561465,0.002408845,0.0006047228,0.00062380923,0.0006736732,0.00007436469],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014021652,0.0016729851,0.0013680701,0.001586166,0.00028456893,0.0009977525,0.001018551,0.0013884287,0.0029582025],"category_scores_gemma":[0.011448408,0.0013687434,0.0012610381,0.00063741265,0.00059505703,0.0012825796,0.0014354583,0.0014637684,0.0017468793],"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":[0.00014293715,0.00007184329,0.0008843532,0.00014102514,0.00013769945,0.000043795677,0.000030001853,0.84571576,0.022441987,0.0064196363,0.0012238725,0.122747116],"study_design_scores_gemma":[0.0000106825255,0.000045853463,0.0003262112,0.000007321233,0.0000108890645,0.000011527949,0.000004129705,0.99209315,0.0034113738,0.0035348367,0.00053412374,0.000009804295],"about_ca_topic_score_codex":0.0016794757,"about_ca_topic_score_gemma":0.0024128684,"teacher_disagreement_score":0.0029582025,"about_ca_system_score_codex":0.00042446965,"about_ca_system_score_gemma":0.00091866177,"threshold_uncertainty_score":0.009896219},"labels":[],"label_agreement":null},{"id":"W2796319753","doi":"","title":"Numerical Simulation of Rock Cone Pullout and the Influence of Discrete Fracture Network Statistics on Foundation Anchor Capacity","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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":"Golder Associates (Canada)","funders":"","keywords":"Foundation (evidence); Fracture (geology); Geotechnical engineering; Geology; Statistics; Mathematics; Geography; Archaeology","score_opus":0.011678980575066809,"score_gpt":0.24178588214830815,"score_spread":0.23010690157324135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2796319753","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9854124,0.00013275657,0.00875148,0.00029252403,0.000037798403,0.000014848952,0.00027812843,0.00013994423,0.00494013],"genre_scores_gemma":[0.9984811,0.000029317122,0.001028519,0.000011593847,0.000003579754,0.00000628125,0.00005641422,0.000012461309,0.00037080748],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997472,0.00006738183,0.000015218357,0.000041702693,0.00005350954,0.00007493531],"domain_scores_gemma":[0.9937028,0.0046647605,0.0005370727,0.00023736668,0.0005179828,0.00033990172],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008172153,0.00046416328,0.0007592566,0.00091290637,0.0006935291,0.0010275338,0.0010503128,0.0016752556,0.0018850636],"category_scores_gemma":[0.005694192,0.0005772686,0.00052242697,0.00095194223,0.0014864681,0.0008491575,0.0006009028,0.0010045943,0.00012936843],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051165604,0.00005654649,0.0019050918,0.000011848889,0.000008071368,0.00004232177,0.000019313922,0.99556255,0.00045649815,0.0011302301,0.00010736013,0.0006490703],"study_design_scores_gemma":[0.000004746385,0.000009447779,0.00037023466,0.000001802437,0.0000019681504,0.0000029963207,0.000010561413,0.99931264,0.00013570173,0.0001270376,0.000019445299,0.0000034267848],"about_ca_topic_score_codex":0.029596556,"about_ca_topic_score_gemma":0.017768392,"teacher_disagreement_score":0.029596556,"about_ca_system_score_codex":0.0013795025,"about_ca_system_score_gemma":0.00091462326,"threshold_uncertainty_score":0.05884862},"labels":[],"label_agreement":null},{"id":"W2800561695","doi":"","title":"Numerical Analysis of Released Energy During Unstable Rock Failure under True-Triaxial Unloading Condition","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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":"Geology; Geotechnical engineering","score_opus":0.01546540330348568,"score_gpt":0.2412674415302568,"score_spread":0.22580203822677114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2800561695","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97792166,0.0002398991,0.012591909,0.00011269362,0.000045605,0.000018493845,0.00011564212,0.00010426611,0.008849842],"genre_scores_gemma":[0.9980872,0.000041209118,0.0008474525,0.000005284807,0.000003198063,0.000006486793,0.000028185164,0.00001130978,0.0009696675],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990463,0.000011308071,0.0000056756485,0.000013791846,0.00003387674,0.000030720945],"domain_scores_gemma":[0.9997061,0.00013250874,0.00004988298,0.000027552676,0.00005849379,0.000025370975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018048484,0.00031110336,0.00048206077,0.00044792984,0.000589936,0.0005501385,0.0005925256,0.0006754852,0.0026100434],"category_scores_gemma":[0.0007061431,0.00019672737,0.00035023436,0.00041631272,0.00074174086,0.0005316749,0.00031306053,0.00030257623,0.00016367807],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00070891716,0.00016667716,0.004993734,0.00022760716,0.000036795573,0.0013998335,0.0002312338,0.9209056,0.055325616,0.003952437,0.00065013894,0.011401435],"study_design_scores_gemma":[0.000011075789,0.00005844159,0.0025078012,0.000005022674,0.000007640739,0.000057713973,0.00007779519,0.99366164,0.0031905745,0.00027324687,0.00013849129,0.00001058467],"about_ca_topic_score_codex":0.0032653068,"about_ca_topic_score_gemma":0.002495614,"teacher_disagreement_score":0.0032653068,"about_ca_system_score_codex":0.00031975366,"about_ca_system_score_gemma":0.00035825526,"threshold_uncertainty_score":0.008731484},"labels":[],"label_agreement":null},{"id":"W2801648225","doi":"","title":"Multivariable Linear Regression for Rotary Blasthole Drill Performance Modeling","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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":"Multivariable calculus; Drill; Linear regression; Regression; Regression analysis; Statistics; Engineering; Mathematics; Control engineering; Mechanical engineering","score_opus":0.029066946458856456,"score_gpt":0.24742438305458536,"score_spread":0.2183574365957289,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801648225","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012201868,0.0001798503,0.9859978,0.00007648954,0.000028281758,0.000024876748,0.00020637803,0.0007352375,0.00054911594],"genre_scores_gemma":[0.85646385,0.00050156366,0.13188909,0.00010135783,0.00012486847,0.0002767624,0.001311367,0.0002749189,0.009056081],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987978,0.00054416776,0.000047648715,0.00027926403,0.00021489222,0.000116249925],"domain_scores_gemma":[0.9984133,0.0011096098,0.0001260247,0.000095886695,0.00023161259,0.000023515215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011850127,0.0009820599,0.0012009364,0.00042292353,0.00038783456,0.00074762,0.0010950727,0.00071351987,0.003183399],"category_scores_gemma":[0.004353872,0.0006239708,0.0010555966,0.00086207985,0.00027736908,0.00056560576,0.0008082203,0.001652808,0.0010961033],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000087015025,0.00008999123,0.0012262797,0.000093010836,0.00013306654,0.000056320012,0.000044253156,0.9276972,0.0023133908,0.0034372194,0.0010771309,0.06374508],"study_design_scores_gemma":[0.0000031362988,0.000021518486,0.00032990763,0.0000021253038,0.000008815736,0.000004793353,0.0000038749363,0.9983374,0.00025121373,0.00071683293,0.0003152916,0.0000051415605],"about_ca_topic_score_codex":0.0111397635,"about_ca_topic_score_gemma":0.010359877,"teacher_disagreement_score":0.0111397635,"about_ca_system_score_codex":0.00038506475,"about_ca_system_score_gemma":0.00092275895,"threshold_uncertainty_score":0.022149801},"labels":[],"label_agreement":null},{"id":"W2802137051","doi":"","title":"Rupture Dynamics and Source Scaling Relations of Microseismic Hydraulic Fractures in Shale Reservoirs","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Hydraulic Fracturing and Reservoir Analysis","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":"Nexen (Canada)","funders":"","keywords":"Microseism; Hydraulic fracturing; Geology; Scaling; Oil shale; Petroleum engineering; Seismology; Paleontology; Geometry; Mathematics","score_opus":0.009284969804230145,"score_gpt":0.24060629307168782,"score_spread":0.2313213232674577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802137051","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99521685,0.00012811902,0.003367921,0.000081664504,0.000003920143,0.0000049121895,0.00006601982,0.00004287106,0.0010878103],"genre_scores_gemma":[0.9997018,0.000030993448,0.00012508145,0.0000015350428,0.0000023242205,0.0000015639879,0.000018726707,0.0000037946725,0.00011409288],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9999534,0.000006780177,0.0000041277917,0.000012890944,0.000011744773,0.000010988764],"domain_scores_gemma":[0.9991253,0.0004133446,0.00017078912,0.00006707911,0.00015324776,0.00007023853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028914542,0.00012929813,0.00016895906,0.00076854957,0.00027575693,0.00050121295,0.00028361933,0.00037371687,0.00091579003],"category_scores_gemma":[0.0023737813,0.00023665896,0.00018612584,0.0003862331,0.00033463602,0.00069807365,0.0003060166,0.00035068725,0.00009749677],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00051162275,0.0004991939,0.17896405,0.00015903295,0.000102410464,0.0007047831,0.0011000843,0.6497326,0.07757071,0.042187095,0.001730517,0.04673791],"study_design_scores_gemma":[0.000007905294,0.000025757041,0.08138417,0.000008439896,0.0000092495175,0.00006251227,0.0001535156,0.911277,0.0025396012,0.00432956,0.000177566,0.00002474674],"about_ca_topic_score_codex":0.0031892178,"about_ca_topic_score_gemma":0.0028750957,"teacher_disagreement_score":0.0031892178,"about_ca_system_score_codex":0.0004994848,"about_ca_system_score_gemma":0.00020262129,"threshold_uncertainty_score":0.0063412786},"labels":[],"label_agreement":null},{"id":"W2891048348","doi":"","title":"Management of Squeezing Ground Conditions at Laronde Mine","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Agnico Eagle (Canada); University of Toronto","funders":"","keywords":"Environmental science","score_opus":0.01858224664139057,"score_gpt":0.2397765146741673,"score_spread":0.22119426803277673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2891048348","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99493694,0.00006128896,0.00092959095,0.00024789525,0.000022035052,0.00006222333,0.00008346371,0.00005514958,0.003601464],"genre_scores_gemma":[0.99730057,0.000052333224,0.000759413,0.000022099934,0.0000070786487,0.000015043349,0.00007460372,0.000004793885,0.0017640756],"study_design_codex":"observational","study_design_gemma":"case_report","domain_scores_codex":[0.9995474,0.00007071343,0.00003269246,0.00005064609,0.00015412288,0.00014450752],"domain_scores_gemma":[0.9993284,0.000057812136,0.00011272498,0.000023763849,0.00019074777,0.0002866247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037478723,0.00020377855,0.0002407108,0.00081772124,0.0013460917,0.0010011089,0.0008075721,0.0007211792,0.002130862],"category_scores_gemma":[0.0010946216,0.00012298767,0.00017203663,0.0004118797,0.00028280064,0.0004473498,0.00097222155,0.00043223248,0.00029601666],"study_design_candidate":"case_report","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":[0.001677112,0.0020210133,0.56910986,0.00023496822,0.00009048971,0.015741361,0.005167347,0.021888401,0.0797172,0.0018798398,0.0054353797,0.2970369],"study_design_scores_gemma":[0.00006594006,0.004498388,0.8931772,0.00017604907,0.00006327246,0.0018529883,0.020342525,0.05429711,0.008949796,0.0014260323,0.015072148,0.00007852907],"about_ca_topic_score_codex":0.009650299,"about_ca_topic_score_gemma":0.033254843,"teacher_disagreement_score":0.009650299,"about_ca_system_score_codex":0.0009739431,"about_ca_system_score_gemma":0.0019622524,"threshold_uncertainty_score":0.019188225},"labels":[],"label_agreement":null},{"id":"W2947677593","doi":"","title":"Influence of Block Strength and Veining on Secondary Fragmentation Related to Block Caving","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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":"University of British Columbia","funders":"","keywords":"Block (permutation group theory); Fragmentation (computing); Geology; Biology; Ecology; Mathematics; Geometry","score_opus":0.007307307378670278,"score_gpt":0.23010639589771048,"score_spread":0.2227990885190402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2947677593","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985892,0.000106876716,0.0004164513,0.00000937461,0.0000026924874,0.0000054498573,0.000032602584,0.0000072991716,0.0008299463],"genre_scores_gemma":[0.99971265,0.000020731766,0.000030043302,0.00000206377,0.0000015859443,0.0000011426071,0.000022440725,0.0000025733166,0.00020692134],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997483,0.000047199,0.000015378433,0.000046674213,0.0000543338,0.00008814967],"domain_scores_gemma":[0.99676883,0.0016259517,0.0005797056,0.0001288068,0.00048008157,0.00041664133],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041127743,0.00018817438,0.00033165183,0.0005452979,0.00032798774,0.00062374724,0.0002359211,0.00033502866,0.004893187],"category_scores_gemma":[0.002814059,0.00014390006,0.00044187126,0.0003630321,0.0004955749,0.00031203695,0.0003306337,0.0003961229,0.0004252156],"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":[0.007860051,0.00067705,0.76122934,0.00013239747,0.00028356395,0.0016970731,0.0003395344,0.014672639,0.18892696,0.0007687988,0.0002874082,0.023125123],"study_design_scores_gemma":[0.000023083287,0.00095004495,0.9685268,0.000016911301,0.00018029862,0.0006995566,0.00032382677,0.011455048,0.01709097,0.00039953765,0.00030845415,0.000025425248],"about_ca_topic_score_codex":0.0034769187,"about_ca_topic_score_gemma":0.0024268264,"teacher_disagreement_score":0.004893187,"about_ca_system_score_codex":0.00034212103,"about_ca_system_score_gemma":0.00040333578,"threshold_uncertainty_score":0.016369343},"labels":[],"label_agreement":null},{"id":"W2959029862","doi":"","title":"The Influence of Curvature on the Stability of Rock Slopes","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geology; Curvature; Stability (learning theory); Geometry; Mathematics; Computer science","score_opus":0.016265045368400937,"score_gpt":0.242496755913917,"score_spread":0.22623171054551608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2959029862","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957488,0.00019072308,0.0013091415,0.000046973568,0.000009438744,0.000004033366,0.000066497036,0.000025244748,0.00259916],"genre_scores_gemma":[0.9997409,0.000026906911,0.000051180326,0.000001330684,0.0000015534857,5.0135145e-7,0.000013845037,0.0000053438384,0.00015843687],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99968016,0.00010561746,0.000015458772,0.000049072478,0.00007272653,0.00007702462],"domain_scores_gemma":[0.9976319,0.0013154211,0.00031250424,0.00016807018,0.00042348128,0.00014853914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003785764,0.00021496478,0.00023703517,0.0007464172,0.00037231258,0.0009148721,0.00021622283,0.0003526147,0.0022115337],"category_scores_gemma":[0.00435455,0.00023307806,0.00036222715,0.00041363004,0.0006261873,0.00030858684,0.000509467,0.0002947407,0.00052744546],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004219652,0.00021062426,0.3284494,0.00019811788,0.0002263009,0.0017534982,0.0008310093,0.29967245,0.27855328,0.004893321,0.0014649663,0.07952737],"study_design_scores_gemma":[0.00003813642,0.0005607661,0.65369326,0.00002938955,0.00015993924,0.00066870474,0.0004886193,0.3053511,0.035151865,0.002052801,0.0016707522,0.00013459579],"about_ca_topic_score_codex":0.0041570705,"about_ca_topic_score_gemma":0.003938343,"teacher_disagreement_score":0.0041570705,"about_ca_system_score_codex":0.00045319175,"about_ca_system_score_gemma":0.00028943422,"threshold_uncertainty_score":0.008265734},"labels":[],"label_agreement":null},{"id":"W2966995129","doi":"","title":"Response of Ore Masses to Stope Sequence Variations","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Geological and Geochemical Analysis","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":"Laurentian University","funders":"","keywords":"Sequence (biology); Geology; Mining engineering","score_opus":0.04335464923021675,"score_gpt":0.2680464783611601,"score_spread":0.22469182913094332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2966995129","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986105,0.000013380193,0.00021828862,0.00003218867,0.000005678642,0.0000054706516,0.00018729427,0.000021906453,0.0009051623],"genre_scores_gemma":[0.9988985,0.0000067740643,0.000070907045,0.0000088772495,0.0000032403927,0.0000024953374,0.00021283163,0.0000060591415,0.0007903391],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998596,0.000017529668,0.000009891437,0.00004519933,0.00003323503,0.000034484427],"domain_scores_gemma":[0.99918276,0.00022099675,0.00014337711,0.000061768966,0.00027204357,0.00011901762],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021566259,0.0001446141,0.00021060997,0.0005672713,0.00025476486,0.0004683995,0.00020603236,0.0005343538,0.0031282164],"category_scores_gemma":[0.002064621,0.00013951136,0.00018686468,0.00034738338,0.00015709376,0.0002489765,0.0003817751,0.00023782569,0.00082103256],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0026935542,0.00024392355,0.82760674,0.000048661575,0.00016216967,0.00059970835,0.00045249026,0.019135706,0.12491736,0.0004197201,0.0012278414,0.022492219],"study_design_scores_gemma":[0.000012257099,0.0001913661,0.97601104,0.000003729231,0.000014563413,0.00009652915,0.00033777836,0.017028973,0.0051597673,0.00016330024,0.00097174605,0.00000888028],"about_ca_topic_score_codex":0.005715684,"about_ca_topic_score_gemma":0.005336461,"teacher_disagreement_score":0.005715684,"about_ca_system_score_codex":0.00030135384,"about_ca_system_score_gemma":0.00017239853,"threshold_uncertainty_score":0.011364877},"labels":[],"label_agreement":null},{"id":"W3021058593","doi":"","title":"Triggered Rockbursts and Induced Rockbursts","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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":"Lakehead University","funders":"","keywords":"Geology","score_opus":0.035223406641889915,"score_gpt":0.2575425429432947,"score_spread":0.2223191363014048,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3021058593","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8582789,0.0017617329,0.0867709,0.00034882195,0.0007928592,0.00022113218,0.0013391384,0.0015908161,0.04889577],"genre_scores_gemma":[0.9934077,0.00024739484,0.0018486172,0.000046000958,0.00006120568,0.00003102265,0.0004031439,0.000086145345,0.003868737],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99963546,0.000034281027,0.000022265282,0.00009481729,0.000111681904,0.00010149183],"domain_scores_gemma":[0.9993224,0.00014076798,0.0001834018,0.00011251036,0.00008857043,0.00015241331],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030649253,0.00028379055,0.00035274617,0.0005512641,0.0003795848,0.0009968864,0.00090395403,0.0007927737,0.0060493886],"category_scores_gemma":[0.001808312,0.00023098194,0.0004385177,0.00033791419,0.00037816263,0.0006063756,0.0011614553,0.0008354802,0.0006795381],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0050499607,0.0007927951,0.08910652,0.0014563943,0.000517894,0.008365519,0.0016588958,0.2823572,0.2687185,0.1315605,0.017915297,0.19250053],"study_design_scores_gemma":[0.0004191127,0.0011683957,0.16892104,0.00028470485,0.00026909684,0.004121607,0.0010582674,0.682006,0.052878927,0.038152378,0.050489407,0.00023109937],"about_ca_topic_score_codex":0.00079332717,"about_ca_topic_score_gemma":0.0007751764,"teacher_disagreement_score":0.0060493886,"about_ca_system_score_codex":0.00041661662,"about_ca_system_score_gemma":0.0002683229,"threshold_uncertainty_score":0.020237267},"labels":[],"label_agreement":null},{"id":"W3022267737","doi":"","title":"In Situ Shear Testing of Simulated Dam Concrete-Rock Interfaces","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Dam Engineering and Safety","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":"Hydro-Québec; Université de Sherbrooke","funders":"","keywords":"Geotechnical engineering; Shear (geology); Geology; In situ; Geography; Petrology","score_opus":0.02617192952858079,"score_gpt":0.2564613502238058,"score_spread":0.23028942069522498,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022267737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99579227,0.000027155114,0.0029042559,0.000015889638,0.000017857485,0.00001445706,0.00013523709,0.00006351402,0.0010294183],"genre_scores_gemma":[0.9977964,0.00001925179,0.0011917113,0.00000765708,0.0000032191106,0.000011561262,0.00007830208,0.000012684128,0.00087921746],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994911,0.00006388754,0.000042259882,0.00009638014,0.00019832903,0.000107948465],"domain_scores_gemma":[0.9992974,0.00021663576,0.000090525034,0.00009311844,0.00022092348,0.00008134679],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048060593,0.00062384986,0.00036845964,0.00034939198,0.0005022369,0.00032213508,0.00064191385,0.00083382,0.0057176626],"category_scores_gemma":[0.00094513904,0.0004115816,0.00029112236,0.000285294,0.00055344054,0.00037667147,0.00068136683,0.000515999,0.00054130197],"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":[0.00072310603,0.00014683422,0.0017574929,0.0000508649,0.000011545253,0.00013773987,0.00028172,0.004514033,0.9890171,0.00015539727,0.00011536839,0.0030886773],"study_design_scores_gemma":[0.00008184293,0.0019909153,0.01082793,0.000015687267,0.000033073273,0.0001317757,0.00034013577,0.029239021,0.9562444,0.00014448292,0.00092486973,0.000025867626],"about_ca_topic_score_codex":0.00080280274,"about_ca_topic_score_gemma":0.0017596561,"teacher_disagreement_score":0.0057176626,"about_ca_system_score_codex":0.00026390675,"about_ca_system_score_gemma":0.00031240814,"threshold_uncertainty_score":0.019127488},"labels":[],"label_agreement":null},{"id":"W3035711279","doi":"","title":"An up and Downscaling Scheme for Multi-Scale Poroelastic Simulation in Laterally Drained, Layered Formations","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Seismic Imaging and Inversion Techniques","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":"Shell (Canada)","funders":"","keywords":"Poromechanics; Scale (ratio); Downscaling; Geology; Scheme (mathematics); Environmental science; Geotechnical engineering; Porosity; Mathematics; Porous medium; Geography; Climate change; Cartography; Mathematical analysis","score_opus":0.05008219199043172,"score_gpt":0.3063244524176032,"score_spread":0.25624226042717146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3035711279","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24054125,0.00015079493,0.7505366,0.0003267811,0.00013871412,0.00019479598,0.00025415735,0.0015686414,0.0062882593],"genre_scores_gemma":[0.73104084,0.000071846844,0.26617292,0.00012745308,0.00003338341,0.00020584435,0.00022468301,0.00027608033,0.0018469966],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998741,0.00003516595,0.000013868489,0.00002071855,0.000036218662,0.000019921054],"domain_scores_gemma":[0.9994375,0.00021420847,0.000052284904,0.00008093181,0.00014705956,0.00006796007],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00057994685,0.00046329375,0.0007679233,0.00037096278,0.0006547203,0.00078629615,0.0016030265,0.0012540228,0.00280081],"category_scores_gemma":[0.0022488805,0.00051144336,0.00046763217,0.00043567145,0.0005877836,0.0006652086,0.0012501815,0.0010785372,0.0003060793],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005869576,0.00006311511,0.0010316276,0.000028710458,0.000020162435,0.00006031372,0.00007776659,0.9779714,0.0031167765,0.0020624832,0.00033307433,0.015175882],"study_design_scores_gemma":[0.0000061783094,0.000005846293,0.000034407036,0.0000010304155,0.0000014196605,0.0000019981776,0.000004414975,0.9995757,0.00015662683,0.00013482466,0.000076182914,0.0000014540742],"about_ca_topic_score_codex":0.013603472,"about_ca_topic_score_gemma":0.012137064,"teacher_disagreement_score":0.013603472,"about_ca_system_score_codex":0.00051466364,"about_ca_system_score_gemma":0.0011274746,"threshold_uncertainty_score":0.027048588},"labels":[],"label_agreement":null},{"id":"W3166910344","doi":"","title":"Error Associated with the use of Triaxial Rock Strength Criteria when Assessing the Stability of Underground Openings","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","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":"University of Toronto","funders":"","keywords":"Stability (learning theory); Geotechnical engineering; Geology; Forensic engineering; Engineering; Computer science","score_opus":0.07541785566852158,"score_gpt":0.28060684280381715,"score_spread":0.20518898713529557,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3166910344","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6211475,0.0011696051,0.36999342,0.00026672386,0.00046951615,0.000098440054,0.00037943717,0.0013385247,0.0051367213],"genre_scores_gemma":[0.9218058,0.0001806702,0.07679714,0.000063197695,0.000023543114,0.000026898442,0.0001937486,0.0001739055,0.00073504495],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.98067,0.0058482457,0.00236123,0.002350233,0.00833286,0.0004374354],"domain_scores_gemma":[0.8631336,0.08304269,0.009526358,0.010200378,0.033193182,0.0009038042],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.016709669,0.00091795786,0.00093665085,0.0028668821,0.00086256093,0.002186528,0.0011809275,0.0011609923,0.0007781123],"category_scores_gemma":[0.096671276,0.0003990166,0.000503131,0.00236683,0.0009143227,0.0010284308,0.0015928806,0.0010972421,0.00062518753],"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":[0.0043448294,0.00047657354,0.18713018,0.00081912917,0.00075259694,0.00067727745,0.002300849,0.16582806,0.09724988,0.005148951,0.0029142955,0.53235745],"study_design_scores_gemma":[0.00013342757,0.0013473267,0.1685338,0.00047335954,0.0005351861,0.002268827,0.0010046436,0.6696939,0.14501978,0.004507512,0.006157244,0.000325005],"about_ca_topic_score_codex":0.0075620743,"about_ca_topic_score_gemma":0.012333758,"teacher_disagreement_score":0.016709669,"about_ca_system_score_codex":0.00086869666,"about_ca_system_score_gemma":0.0012131926,"threshold_uncertainty_score":0.08837026},"labels":[],"label_agreement":null}]}