{"meta":{"query_hash":"a7a3c0f05a4e","filters":{"venue":"10th ISRM Congress"},"cohort_total":6,"direct_labels_cover":0,"predictions_cover":6,"exported":6,"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/a7a3c0f05a4e","api":"https://metacan.xera.ac/api/v1/cohort?venue=10th+ISRM+Congress"},"results":[{"id":"W2474932375","doi":"","title":"Evaluation of the Importance of Thermo-hydro-mechanical Couplings On the Performance Assessment of a Deep Underground Storage Design","year":2003,"lang":"en","type":"article","venue":"10th ISRM Congress","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Atomic Energy (Canada)","funders":"","keywords":"Saturation (graph theory); Moisture; Shrinkage; Geotechnical engineering; Allowance (engineering); Pore water pressure; Environmental science; Water content; Stress (linguistics); Thermal; Porous medium; Porosity; Materials science; Engineering; Mechanical engineering; Composite material; Thermodynamics","score_opus":0.03372021895263736,"score_gpt":0.26548359588377685,"score_spread":0.2317633769311395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2474932375","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":[0.99434644,0.000047806905,0.0046433094,0.000018213017,0.0000030626877,0.000011532776,0.00004724277,0.000045867368,0.0008365588],"genre_scores_gemma":[0.99885046,0.000013364506,0.00095101085,0.0000020786501,6.6461604e-7,0.0000043228483,0.00001749797,0.0000061271603,0.00015447526],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998054,0.000063797175,0.000010573646,0.000023409426,0.00006326938,0.000033566786],"domain_scores_gemma":[0.9992449,0.00038338406,0.00013724215,0.00006705861,0.00010113263,0.00006627293],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006719384,0.00048965804,0.00044307712,0.0003882802,0.00021929103,0.0004506052,0.00040157157,0.00047238008,0.0008651723],"category_scores_gemma":[0.0011895632,0.0002580374,0.00031748638,0.00025873433,0.0002963103,0.00036580235,0.00041410132,0.00023362205,0.00012394611],"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":[0.00044450283,0.000084748935,0.008674439,0.00008160647,0.000046092533,0.00010987531,0.000036339756,0.91106015,0.068245865,0.00023394241,0.000054652883,0.0109278],"study_design_scores_gemma":[0.000052922856,0.0026004666,0.013683772,0.000014737636,0.0001120706,0.00009509848,0.00008718567,0.90056604,0.08214635,0.00019362051,0.00041902074,0.000028739818],"about_ca_topic_score_codex":0.0016005863,"about_ca_topic_score_gemma":0.0016285162,"teacher_disagreement_score":0.0016005863,"about_ca_system_score_codex":0.00048471463,"about_ca_system_score_gemma":0.00036659164,"threshold_uncertainty_score":0.0035535693},"labels":[],"label_agreement":null},{"id":"W2621132786","doi":"","title":"Assessment of Mass Modulus of a Weathered Argillaceous Rock","year":2003,"lang":"en","type":"article","venue":"10th ISRM Congress","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":"Golder Associates (Canada)","funders":"","keywords":"Geology; Rock mass classification; Weathering; Geochemistry; Mineralogy; Geotechnical engineering; Mining engineering","score_opus":0.006260421401593602,"score_gpt":0.21048063332112552,"score_spread":0.2042202119195319,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2621132786","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":[0.9977635,0.00005328336,0.00070473854,0.000011698763,0.0000036364777,0.000005178483,0.00011229168,0.000015486581,0.0013300815],"genre_scores_gemma":[0.99911183,0.000026049467,0.00029096572,0.00000264371,0.0000015779253,0.0000020135142,0.00007098255,0.0000048053726,0.0004891786],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989045,0.000008884183,0.000006625092,0.000027149978,0.00005429387,0.000012541115],"domain_scores_gemma":[0.99984205,0.000034818106,0.000035742374,0.000014564763,0.00004635904,0.000026390286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025835028,0.00020836451,0.00019142126,0.000740308,0.000285362,0.0003186657,0.00025202424,0.00036768577,0.0011869221],"category_scores_gemma":[0.0004028353,0.0001234791,0.00015131698,0.00037296236,0.00027037473,0.0003191333,0.00029109043,0.00020609543,0.00022554857],"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":[0.0014845238,0.000097821576,0.09649631,0.0001379003,0.000040792456,0.00095081545,0.00036775164,0.012267487,0.8628545,0.0004776511,0.00020551356,0.024618983],"study_design_scores_gemma":[0.00004553673,0.0009837984,0.76789516,0.000020793688,0.00007682407,0.0008932366,0.0006652429,0.05049483,0.17601986,0.0003264925,0.0025423237,0.000035911587],"about_ca_topic_score_codex":0.0021407572,"about_ca_topic_score_gemma":0.0028177008,"teacher_disagreement_score":0.0021407572,"about_ca_system_score_codex":0.00016748034,"about_ca_system_score_gemma":0.00018452521,"threshold_uncertainty_score":0.004256606},"labels":[],"label_agreement":null},{"id":"W2802364636","doi":"","title":"Modeling Rock Mass Bulking Around Underground Excavations","year":2003,"lang":"en","type":"article","venue":"10th ISRM Congress","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":"Excavation; Mining engineering; Geology; Rock mass classification; Geotechnical engineering","score_opus":0.014637717517712444,"score_gpt":0.20620543143012315,"score_spread":0.1915677139124107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802364636","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":[0.8643074,0.0002208604,0.121668346,0.00030249794,0.0000875288,0.00009035517,0.00028776712,0.0005009784,0.012534271],"genre_scores_gemma":[0.98748803,0.00007263711,0.00794591,0.0000148255795,0.000012726022,0.000029522342,0.00013353881,0.000078493984,0.0042242752],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998704,0.000025001262,0.000008228078,0.000031809268,0.00003192865,0.000032555465],"domain_scores_gemma":[0.9993749,0.00038471335,0.00006505481,0.000042237403,0.00007485528,0.000058325313],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042892504,0.00071679265,0.0008563595,0.00045904596,0.0006628793,0.0010494441,0.0012519587,0.0016437976,0.0024356327],"category_scores_gemma":[0.001512301,0.0008126856,0.000646401,0.00034656023,0.00074651506,0.0007150726,0.00093436457,0.00063358445,0.00024222706],"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":[0.00003541504,0.000015874015,0.0006802058,0.000008682479,0.0000041562876,0.000038699152,0.000014748268,0.99668866,0.00058406737,0.00027833963,0.000068064954,0.0015830733],"study_design_scores_gemma":[0.000004140348,0.0000112373455,0.00014842261,9.173285e-7,0.000002281458,0.000003629503,0.000010860077,0.9995443,0.00013661628,0.000087489374,0.000048882215,0.000001280214],"about_ca_topic_score_codex":0.024222821,"about_ca_topic_score_gemma":0.015825378,"teacher_disagreement_score":0.024222821,"about_ca_system_score_codex":0.00068802683,"about_ca_system_score_gemma":0.000991122,"threshold_uncertainty_score":0.048163652},"labels":[],"label_agreement":null},{"id":"W2905816716","doi":"","title":"Dynamic Support Rationale And Systems","year":2003,"lang":"en","type":"article","venue":"10th ISRM Congress","topic":"Complex Systems and Decision Making","field":"Decision 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":"Golder Associates (Canada)","funders":"","keywords":"Computer science","score_opus":0.11723434887883763,"score_gpt":0.3877455934378293,"score_spread":0.27051124455899167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905816716","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":[0.012840892,0.0036594376,0.5969008,0.033110842,0.0010438013,0.00032034933,0.0003706914,0.00028046203,0.35147268],"genre_scores_gemma":[0.7239855,0.001967905,0.2129118,0.0024297675,0.0006433425,0.0006935831,0.0005367503,0.00014387653,0.056687426],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9890609,0.0048252367,0.0006418184,0.0011082762,0.0037225534,0.00064120296],"domain_scores_gemma":[0.9853989,0.009438768,0.0005457847,0.0017950373,0.0024777728,0.00034380873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.01069948,0.0011121539,0.0008706428,0.004609524,0.002866638,0.010349166,0.0020233393,0.006627126,0.019013375],"category_scores_gemma":[0.025058001,0.0010994332,0.0012650682,0.002529281,0.00910935,0.010558442,0.003814329,0.004815094,0.0026454206],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000054357924,0.0000074863856,0.00004000093,0.00001751579,0.0000037937168,0.00001534376,0.000082180035,0.000438627,0.000027862023,0.99293077,0.001088374,0.0053424905],"study_design_scores_gemma":[0.000012049241,0.0000064555315,0.000041327243,0.000044125944,0.000007920291,0.000025577134,0.00007447599,0.0024915494,0.0000994183,0.9829558,0.01423531,0.000006011103],"about_ca_topic_score_codex":0.0027529895,"about_ca_topic_score_gemma":0.0022385323,"teacher_disagreement_score":0.019013375,"about_ca_system_score_codex":0.0042037484,"about_ca_system_score_gemma":0.0048892484,"threshold_uncertainty_score":0.06360608},"labels":[],"label_agreement":null},{"id":"W2906313410","doi":"","title":"Laboratory Simulation of the Behaviour of Highly Stressed Mining Fronts","year":2003,"lang":"en","type":"article","venue":"10th ISRM Congress","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; Natural Resources Canada","funders":"","keywords":"Computer science; Environmental science","score_opus":0.007188542633545398,"score_gpt":0.2007412750391818,"score_spread":0.1935527324056364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2906313410","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":[0.9847222,0.000072521376,0.007566019,0.00016056905,0.000038782,0.00003495202,0.00017257984,0.0001869724,0.007045472],"genre_scores_gemma":[0.9974903,0.00003064215,0.0013068111,0.000014348214,0.0000042197717,0.000018866416,0.00007972656,0.000011381177,0.0010438435],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998604,0.000021313197,0.000006763467,0.00001930293,0.000044612156,0.00004756132],"domain_scores_gemma":[0.9992411,0.00043207651,0.00006864971,0.000075756114,0.000103966864,0.00007849537],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025627334,0.00039445172,0.0005642093,0.0003803665,0.00045802354,0.0007839798,0.0009432786,0.0013027553,0.0030154267],"category_scores_gemma":[0.0012274582,0.000355711,0.00047512865,0.00028008252,0.00067482464,0.0004804772,0.00051887217,0.0007222793,0.0002816447],"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":[0.00033476288,0.0005386626,0.0032492825,0.00006325584,0.000028122662,0.00029178604,0.00011332309,0.96390027,0.02456709,0.0016506845,0.000625417,0.0046372977],"study_design_scores_gemma":[0.000042742668,0.00016163947,0.00078250555,0.0000037694363,0.0000053558197,0.000016683114,0.000032971948,0.99538773,0.0031590797,0.00024997586,0.00015005612,0.0000076228043],"about_ca_topic_score_codex":0.0044392957,"about_ca_topic_score_gemma":0.0032126936,"teacher_disagreement_score":0.0044392957,"about_ca_system_score_codex":0.0006160379,"about_ca_system_score_gemma":0.00076674967,"threshold_uncertainty_score":0.010087609},"labels":[],"label_agreement":null},{"id":"W3021117606","doi":"","title":"Utilizing Strain Criteria to Predict Highwall Stability Performance","year":2003,"lang":"en","type":"article","venue":"10th ISRM Congress","topic":"Network Packet Processing and Optimization","field":"Computer Science","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hatch (Canada)","funders":"","keywords":"Stability (learning theory); Strain (injury); Computer science; Biology","score_opus":0.028677000321328562,"score_gpt":0.26533158721976946,"score_spread":0.2366545868984409,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3021117606","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":[0.891844,0.00012783482,0.10286169,0.000096128395,0.000050082417,0.00003993006,0.00015162963,0.00036009168,0.0044686887],"genre_scores_gemma":[0.9940439,0.000038186332,0.005275929,0.0000058709043,0.000005816235,0.000010749727,0.00009469585,0.000024858535,0.0005000578],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997379,0.00004066718,0.000014988237,0.000023112247,0.0001412987,0.000041925734],"domain_scores_gemma":[0.9989278,0.0004066037,0.00016268592,0.00008677906,0.00033621048,0.00007994127],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007947664,0.00081955903,0.0004200099,0.0015282881,0.0004012218,0.0012354366,0.0004166887,0.00084828323,0.0009112582],"category_scores_gemma":[0.0027741047,0.00023462389,0.00035329274,0.0006601605,0.00034271905,0.00077560236,0.00035668592,0.0004943466,0.00038539787],"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":[0.00015782841,0.00019966305,0.017466227,0.000020255358,0.00002435871,0.00004528005,0.000025737912,0.93852437,0.017558504,0.0013919153,0.00033965605,0.024246283],"study_design_scores_gemma":[0.0000018178919,0.000030305278,0.0016770741,0.000001322639,0.0000021815947,0.000005672491,0.0000039961956,0.9948649,0.003191472,0.00017982163,0.00003751922,0.0000039373144],"about_ca_topic_score_codex":0.002996549,"about_ca_topic_score_gemma":0.002839608,"teacher_disagreement_score":0.002996549,"about_ca_system_score_codex":0.0006466764,"about_ca_system_score_gemma":0.00042733963,"threshold_uncertainty_score":0.005958259},"labels":[],"label_agreement":null}]}