{"meta":{"query_hash":"112682edc5a8","filters":{"venue":"11th 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/112682edc5a8","api":"https://metacan.xera.ac/api/v1/cohort?venue=11th+ISRM+Congress"},"results":[{"id":"W2622806122","doi":"","title":"An Investigation On the Dynamic Testing, Properties And Responses of Support Systems","year":2007,"lang":"en","type":"article","venue":"11th ISRM Congress","topic":"Transportation Safety and Impact Analysis","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":"McGill University","funders":"","keywords":"Computer science","score_opus":0.046185044688052575,"score_gpt":0.24961526293370745,"score_spread":0.20343021824565488,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2622806122","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99859077,0.00017212248,0.00046292527,0.000051223633,0.00011356523,0.00011650116,0.000016272117,0.000088946,0.00038764995],"genre_scores_gemma":[0.9997068,0.000018859862,0.00006135596,0.00003102048,0.00001584274,0.000005306937,0.000009434356,0.000013095959,0.00013828871],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9994045,0.00003215386,0.00022918246,0.00008027424,0.00013629673,0.00011758176],"domain_scores_gemma":[0.9995145,0.00014739954,0.000052907882,0.00015840455,0.000070189846,0.000056606077],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041913582,0.00008661234,0.00011806119,0.00009274306,0.000053404146,0.000026476708,0.000073530726,0.00004126495,0.000009489889],"category_scores_gemma":[0.000055461,0.000059013702,0.00001788504,0.0001784118,0.00008775476,0.00013146584,0.000002236924,0.00007052523,0.0000034031777],"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":[0.00056902354,0.00010745137,0.48190156,0.0012844926,0.0005230144,0.00004521599,0.019454716,0.09227458,0.3784175,0.0065326095,0.00047606605,0.018413795],"study_design_scores_gemma":[0.00042993226,0.00034442378,0.8156784,0.00034941733,0.00012099074,0.000014758521,0.003483085,0.12623453,0.05225182,0.00007639894,0.00065894914,0.00035727845],"about_ca_topic_score_codex":0.000069362904,"about_ca_topic_score_gemma":0.0000990334,"teacher_disagreement_score":0.33377686,"about_ca_system_score_codex":0.000014305415,"about_ca_system_score_gemma":0.000017625147,"threshold_uncertainty_score":0.24065089},"labels":[],"label_agreement":null},{"id":"W2899916394","doi":"","title":"Numerical Modeling And Shear Strength Estimates of Bi-planar Dip Slope Failures","year":2007,"lang":"en","type":"article","venue":"11th ISRM Congress","topic":"Geotechnical Engineering and Soil Stabilization","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":"University of British Columbia","funders":"","keywords":"Geology; Shear (geology); Shear strength (soil); Numerical modeling; Geotechnical engineering; Planar; Geometry; Mathematics; Computer science; Geophysics; Soil science","score_opus":0.009028865963642607,"score_gpt":0.2225167831627022,"score_spread":0.2134879171990596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2899916394","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6071898,0.0011084176,0.38950437,0.000051352396,0.0002996088,0.00013161052,0.0000123302125,0.00055845955,0.0011440961],"genre_scores_gemma":[0.9963732,0.00006282002,0.0034744812,0.0000051826883,0.000033250286,0.0000034188774,0.00001032448,0.000028249155,0.0000090958665],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992195,0.0000057677457,0.00025326962,0.00014119227,0.00014016553,0.00024010074],"domain_scores_gemma":[0.9995834,0.0001052628,0.000020034106,0.00015074975,0.00004242469,0.000098129734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015763489,0.00014051743,0.00020670157,0.00008430213,0.000032747495,0.000020055924,0.00008788115,0.00010606849,0.000011881446],"category_scores_gemma":[0.000089903675,0.0001339974,0.000029444074,0.00015384678,0.000035369947,0.00007554683,0.000015163157,0.00014478591,0.0000029602602],"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":[0.000008525511,0.000016354104,0.00082244526,0.00017589386,0.000024832862,0.000005796689,0.0001289033,0.98783034,0.0010597773,0.0012818413,0.00003998032,0.008605325],"study_design_scores_gemma":[0.00018287635,0.000028923487,0.0011029765,0.00006635032,0.000013912522,0.0000051913935,0.00004978258,0.9954272,0.002273272,0.00016245435,0.0005255883,0.00016150302],"about_ca_topic_score_codex":0.00008171903,"about_ca_topic_score_gemma":0.000012292361,"teacher_disagreement_score":0.38918343,"about_ca_system_score_codex":0.000018204946,"about_ca_system_score_gemma":0.0000058014657,"threshold_uncertainty_score":0.5464255},"labels":[],"label_agreement":null},{"id":"W2949089036","doi":"","title":"Rock Mechanics - the Basic Mining Science: Challenges In Underground Mass Mining","year":2007,"lang":"en","type":"article","venue":"11th ISRM Congress","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Underground mining (soft rock); Rock mass classification; Mining engineering; Mining industry; Geology; Engineering; Coal mining; Geotechnical engineering; Waste management","score_opus":0.026860491441515463,"score_gpt":0.23748858910911014,"score_spread":0.21062809766759466,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2949089036","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23273836,0.012536809,0.72276574,0.0016886465,0.006088156,0.00083181186,0.000009291616,0.0017694723,0.021571722],"genre_scores_gemma":[0.9984001,0.00029694932,0.0009939551,0.000061328064,0.00009857007,0.000018042303,0.0000011409908,0.000042165397,0.000087782784],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979742,0.000014698491,0.0003835812,0.00035409973,0.00042942408,0.0008439595],"domain_scores_gemma":[0.9990299,0.00032559954,0.00003976313,0.00041181748,0.00005344799,0.00013951797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014727256,0.00024875696,0.00025577526,0.00024377077,0.00014185275,0.00008172641,0.00061611977,0.00016181979,0.000031464413],"category_scores_gemma":[0.0001738605,0.00020141677,0.00006137551,0.0007974108,0.000039963008,0.00023153373,0.00013458122,0.00040215274,0.000027608956],"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":[0.000033077566,0.00007545336,0.00016434898,0.00036906253,0.00008220318,0.00021518383,0.001790679,0.6916624,0.016707826,0.054458946,0.00016358109,0.2342773],"study_design_scores_gemma":[0.0011542501,0.00013302044,0.0012219083,0.00048734818,0.000037563983,0.00006400295,0.005278473,0.93216145,0.008512202,0.0052753263,0.04448875,0.0011857204],"about_ca_topic_score_codex":0.000008914807,"about_ca_topic_score_gemma":0.000111627676,"teacher_disagreement_score":0.7656617,"about_ca_system_score_codex":0.00014312526,"about_ca_system_score_gemma":0.000029641253,"threshold_uncertainty_score":0.8213538},"labels":[],"label_agreement":null},{"id":"W3021712833","doi":"","title":"Obtaining Modeling Parameters For Engineering Design By Rock Mass Characterization","year":2007,"lang":"en","type":"article","venue":"11th 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":"Characterization (materials science); Rock mass classification; Geology; Computer science; Geotechnical engineering; Materials science","score_opus":0.016745542133719322,"score_gpt":0.20488844591367752,"score_spread":0.1881429037799582,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3021712833","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.019395847,0.00013308381,0.9782981,0.000030379506,0.0007754245,0.00039628122,0.00002486922,0.0009141241,0.000031871758],"genre_scores_gemma":[0.9645526,0.000031027903,0.034949683,0.000049128506,0.00010911828,0.00008452605,0.00006397159,0.00009742758,0.00006253545],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985074,0.0000067555725,0.00040753555,0.0002638784,0.00016893992,0.0006455168],"domain_scores_gemma":[0.9993204,0.00023313404,0.00003461717,0.00019930486,0.000059551174,0.00015299661],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00043769638,0.00027418873,0.00027794752,0.00012345066,0.00006222602,0.000061537496,0.0002049882,0.00020074307,0.000009893357],"category_scores_gemma":[0.000147025,0.00029693046,0.00009007089,0.00022428055,0.0000052852865,0.00019702525,0.000024788624,0.0002372357,0.000012745077],"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":[0.000013840595,0.0000062433132,0.000002757055,0.00008387485,0.000030429846,0.0000029294447,0.000026116004,0.8569784,0.13574676,0.0001589319,0.000051052277,0.0068986425],"study_design_scores_gemma":[0.00028181833,0.00004170826,0.000002597877,0.00008912935,0.000018914994,0.0000030548833,0.000015514028,0.96006554,0.03433106,0.000088356086,0.004697227,0.00036510022],"about_ca_topic_score_codex":0.000002424997,"about_ca_topic_score_gemma":3.6567386e-7,"teacher_disagreement_score":0.94515675,"about_ca_system_score_codex":0.00007547135,"about_ca_system_score_gemma":0.0000067873525,"threshold_uncertainty_score":0.99994826},"labels":[],"label_agreement":null},{"id":"W3023178692","doi":"","title":"Step-path Characterization In Rock Slopes: An Integrated Digital Imaging- Numerical Modeling Approach","year":2007,"lang":"en","type":"article","venue":"11th ISRM Congress","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University","funders":"","keywords":"Geology; Path (computing); Remote sensing; Digital imaging; Digital elevation model; Characterization (materials science); Mineralogy; Computer vision; Computer science; Artificial intelligence; Computer graphics (images); Digital image; Image processing; Image (mathematics); Materials science","score_opus":0.008647018231486581,"score_gpt":0.22391466775273,"score_spread":0.21526764952124341,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3023178692","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6644601,0.000018956156,0.32910305,0.000036826616,0.00021899656,0.00019851589,0.00002520212,0.000082077604,0.0058562723],"genre_scores_gemma":[0.998048,0.000012634453,0.001046166,0.00010719184,0.00005000292,0.0000065834515,0.00031023717,0.000026006266,0.00039318536],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985702,0.00003029847,0.00032474476,0.00039588645,0.00027720456,0.00040168056],"domain_scores_gemma":[0.9995278,0.000013113511,0.00007507316,0.00021014332,0.000016659336,0.00015720582],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026903133,0.00018098133,0.00018294682,0.00006357944,0.00008306212,0.00014133597,0.00023580808,0.00010722959,0.00017898386],"category_scores_gemma":[0.000019586107,0.00013844755,0.00004038748,0.00035993988,0.00004242526,0.0007825995,0.000110176756,0.00025601842,0.00011098826],"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":[0.0003283646,0.0008894356,0.65313584,0.00002644226,0.00003074084,0.0001902814,0.00244082,0.065241195,0.0035812575,0.00016043379,0.00014802006,0.27382717],"study_design_scores_gemma":[0.00051230664,0.000037320347,0.018857552,0.000030944746,0.000007405726,0.000025396275,0.00045802642,0.9745818,0.00008348827,0.000019116123,0.005116702,0.0002699357],"about_ca_topic_score_codex":0.00018273313,"about_ca_topic_score_gemma":0.000018861949,"teacher_disagreement_score":0.9093406,"about_ca_system_score_codex":0.00014846148,"about_ca_system_score_gemma":0.000014139089,"threshold_uncertainty_score":0.5645727},"labels":[],"label_agreement":null},{"id":"W3187521218","doi":"","title":"The Synthetic Rock Mass Approach - A Step Forward In the Characterization of Jointed Rock Masses","year":2007,"lang":"en","type":"article","venue":"11th ISRM Congress","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":20,"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":"Rock mass classification; Geology; Characterization (materials science); Geotechnical engineering; Physics","score_opus":0.01274372749341876,"score_gpt":0.21868115195235366,"score_spread":0.2059374244589349,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3187521218","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36066258,0.00020546842,0.6366331,0.000058289625,0.00045316722,0.00037359193,0.00000908785,0.000065962544,0.0015387562],"genre_scores_gemma":[0.9992809,0.00013527062,0.00031316697,0.00002980654,0.000056164674,0.00003003632,0.000013371039,0.000030060151,0.00011119513],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99895763,0.00003668404,0.00035024475,0.0001393589,0.00021937094,0.00029667802],"domain_scores_gemma":[0.9994023,0.00013073039,0.000074428564,0.00030305737,0.00006122934,0.000028268098],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005648485,0.00014113427,0.00017169926,0.00008108902,0.00009258055,0.000052111653,0.00029664705,0.00007777567,0.0000048392085],"category_scores_gemma":[0.000048113045,0.00009103016,0.000056239205,0.00020677465,0.000006026148,0.000083726896,0.000031331114,0.00017370551,0.000004933445],"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":[0.00030631322,0.00034227825,0.0013795092,0.0013119574,0.00041793706,0.000049931852,0.00818098,0.27362198,0.63510907,0.033389293,0.0006239561,0.045266777],"study_design_scores_gemma":[0.00022769049,0.000023888793,0.0003211172,0.00009768996,0.000020087478,0.000008178704,0.0008814355,0.9720824,0.022658626,0.00016625901,0.0033591476,0.00015347805],"about_ca_topic_score_codex":0.000008704183,"about_ca_topic_score_gemma":0.00002207831,"teacher_disagreement_score":0.6984604,"about_ca_system_score_codex":0.00003139949,"about_ca_system_score_gemma":0.000012231819,"threshold_uncertainty_score":0.37121022},"labels":[],"label_agreement":null}]}