{"meta":{"query_hash":"fc7e035f97b9","filters":{"venue":"ISRM Regional Symposium - EUROCK 2018"},"cohort_total":3,"direct_labels_cover":0,"predictions_cover":3,"exported":3,"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/fc7e035f97b9","api":"https://metacan.xera.ac/api/v1/cohort?venue=ISRM+Regional+Symposium+-+EUROCK+2018"},"results":[{"id":"W2993964163","doi":"10.1201/9780429449222-86","title":"Prediction of excavation damage zone depth variability in brittle rocks","year":2018,"lang":"en","type":"article","venue":"ISRM Regional Symposium - EUROCK 2018","topic":"Geoscience and Mining Technology","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":"Geology; Excavation; Brittleness; Geotechnical engineering; Mining engineering; Seismology; Forensic engineering; Engineering","score_opus":0.021792871376097464,"score_gpt":0.21861918920726464,"score_spread":0.19682631783116716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2993964163","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":[0.9982673,0.000022887823,0.001363921,0.000011346632,0.0000018183894,0.0000028255317,0.00015224151,0.000037184844,0.00014047312],"genre_scores_gemma":[0.99919754,0.000012925956,0.0005030762,9.449408e-7,0.0000016357551,0.0000016669042,0.00018935178,0.0000035095584,0.00008931115],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998808,0.000016729451,0.000006806622,0.000045574616,0.000021511793,0.000028588925],"domain_scores_gemma":[0.99916446,0.00046096975,0.00013605166,0.000074905845,0.00009031329,0.000073399126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037506406,0.00034396304,0.00028867275,0.0008362983,0.00014733536,0.00052099774,0.00046034384,0.000408884,0.00041832984],"category_scores_gemma":[0.001240191,0.00024697772,0.0003655161,0.0005358255,0.00016919976,0.00033248856,0.00035583935,0.00029846368,0.00014207687],"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":[0.00045672452,0.00017659718,0.4676732,0.000037055666,0.00009065839,0.00018920164,0.000081417,0.50332457,0.0077255983,0.00020551331,0.00022711289,0.019812303],"study_design_scores_gemma":[0.000007711202,0.00005216653,0.1777467,0.000004005921,0.000013465849,0.00002877721,0.000041264757,0.82100564,0.0009276646,0.00010011117,0.00006513103,0.0000073816677],"about_ca_topic_score_codex":0.008775064,"about_ca_topic_score_gemma":0.010366204,"teacher_disagreement_score":0.008775064,"about_ca_system_score_codex":0.00035162913,"about_ca_system_score_gemma":0.00023600571,"threshold_uncertainty_score":0.017447948},"labels":[],"label_agreement":null},{"id":"W3036764974","doi":"10.1201/9780429462078-91","title":"Numerical Simulation of Stress Distribution Within a Rock Discontinuity Asperity","year":2018,"lang":"en","type":"article","venue":"ISRM Regional Symposium - EUROCK 2018","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":"McGill University","funders":"","keywords":"Discontinuity (linguistics); Geology; Stress (linguistics); Asperity (geotechnical engineering); Computer simulation; Geotechnical engineering; Mechanics; Mathematics; Mathematical analysis; Physics","score_opus":0.011955711060795467,"score_gpt":0.22291339589169146,"score_spread":0.210957684830896,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3036764974","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":[0.97737724,0.00007340006,0.011431567,0.00019156198,0.00003922304,0.000031019936,0.00028439998,0.00024778311,0.0103236865],"genre_scores_gemma":[0.9967765,0.000024861843,0.0018446159,0.00001159896,0.000004081524,0.000011048896,0.000065295535,0.000012581959,0.0012494557],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998752,0.000016400529,0.000008611355,0.000024691779,0.000037338592,0.000037788308],"domain_scores_gemma":[0.9993999,0.00027092165,0.00007417105,0.000068325004,0.00010210607,0.000084516934],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022062339,0.00029627443,0.0005478781,0.0006718151,0.0006967504,0.0008770123,0.001132746,0.001446219,0.0040003713],"category_scores_gemma":[0.0011943444,0.0004014336,0.00034624056,0.0008040384,0.0009838763,0.00041309238,0.0005007121,0.00053654046,0.00024765258],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012003898,0.00013692914,0.003083231,0.000032284548,0.000018266797,0.00023840475,0.00008714634,0.9868707,0.005055102,0.0015048545,0.00024187035,0.002611135],"study_design_scores_gemma":[0.0000111304535,0.000028169785,0.0006878886,0.0000024758187,0.0000029093565,0.000012905151,0.000029222605,0.99849916,0.0005025451,0.00012161255,0.00009762211,0.000004279219],"about_ca_topic_score_codex":0.015725644,"about_ca_topic_score_gemma":0.009395515,"teacher_disagreement_score":0.015725644,"about_ca_system_score_codex":0.0008727612,"about_ca_system_score_gemma":0.00093027216,"threshold_uncertainty_score":0.03126824},"labels":[],"label_agreement":null},{"id":"W3045612317","doi":"10.1201/9780429462078-152","title":"DEM Modeling of the Ore Discharge from Blocks","year":2018,"lang":"en","type":"article","venue":"ISRM Regional Symposium - EUROCK 2018","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":"Nickel Institute","funders":"","keywords":"Geology","score_opus":0.012992553869799556,"score_gpt":0.1912244756434844,"score_spread":0.17823192177368485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3045612317","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":[0.90597206,0.0003071825,0.030436415,0.0007230153,0.00013269257,0.00010320566,0.010875132,0.0021925587,0.04925772],"genre_scores_gemma":[0.99106467,0.00012273075,0.0027757857,0.000028127839,0.000019018638,0.000028460187,0.0016106312,0.00008295592,0.0042675873],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999236,0.000010968167,0.000006177448,0.000016481035,0.000020440546,0.000022334725],"domain_scores_gemma":[0.99983275,0.000043550175,0.000014875335,0.00002345581,0.00006436605,0.000020926334],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012872217,0.0003882243,0.0004465107,0.0004913765,0.0005242989,0.00070053485,0.0007564537,0.0012489931,0.0046680355],"category_scores_gemma":[0.0006201927,0.00034813848,0.00052940025,0.0009636589,0.000380488,0.0004891684,0.00034306067,0.0004935584,0.00069516257],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000436381,0.00002464991,0.001933,0.000026169067,0.000012390178,0.0000953722,0.00002983083,0.9933802,0.00089935766,0.0006810376,0.0006622537,0.0022121358],"study_design_scores_gemma":[0.000017188462,0.000008338091,0.002083931,0.0000059686963,0.000005489787,0.000017627513,0.000027428967,0.9963819,0.0004127442,0.00034563922,0.00068516436,0.000008551972],"about_ca_topic_score_codex":0.06912153,"about_ca_topic_score_gemma":0.035866242,"teacher_disagreement_score":0.06912153,"about_ca_system_score_codex":0.0011117745,"about_ca_system_score_gemma":0.0010399895,"threshold_uncertainty_score":0.13743842},"labels":[],"label_agreement":null}]}