{"meta":{"query_hash":"8868215e6545","filters":{"venue":"Underground Space"},"cohort_total":9,"direct_labels_cover":0,"predictions_cover":9,"exported":9,"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/8868215e6545","api":"https://metacan.xera.ac/api/v1/cohort?venue=Underground+Space"},"results":[{"id":"W2909242700","doi":"10.1016/j.undsp.2018.12.002","title":"Wetting effects and strength degradation of swelling shale evaluated from multistage triaxial test","year":2019,"lang":"en","type":"article","venue":"Underground Space","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Western University","keywords":"Oil shale; Swelling; Wetting; Geotechnical engineering; Bentonite; Water content; Compressive strength; Degradation (telecommunications); Triaxial shear test; Composite material; Materials science; Geology; Engineering","score_opus":0.00830677854629602,"score_gpt":0.2083540006783704,"score_spread":0.20004722213207438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2909242700","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":[0.9079541,0.00050041184,0.09051132,0.0000159334,0.00031411732,0.00021666056,0.000009488789,0.00009453604,0.00038345903],"genre_scores_gemma":[0.9954468,0.000103486644,0.004080131,0.0000060780812,0.00006152364,0.0000036791535,0.000031589498,0.000034429897,0.00023225612],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992571,0.000022714976,0.00019184902,0.00019384075,0.00015978486,0.00017473564],"domain_scores_gemma":[0.9992338,0.00046152365,0.00005789183,0.00016414674,0.000032436084,0.000050248414],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015452823,0.00013935863,0.00020159318,0.000064369066,0.000047745623,0.000041547086,0.000064538086,0.00008622218,0.000019128944],"category_scores_gemma":[0.00008377575,0.00014622616,0.000034385364,0.00008743121,0.0000053006256,0.00013082493,0.000027551776,0.00012924064,0.000010319756],"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":[0.000025631878,0.000055601435,0.00226216,0.0003864888,0.000104057726,0.0000042825886,0.0006649388,0.09887701,0.8882583,0.0018743514,0.000056466364,0.0074307183],"study_design_scores_gemma":[0.0010641707,0.000054552307,0.00029924692,0.00013386902,0.00003370165,9.0815007e-7,0.00019499818,0.9562825,0.041101553,0.00058570923,0.00008316178,0.00016565631],"about_ca_topic_score_codex":0.00020987808,"about_ca_topic_score_gemma":0.00006615744,"teacher_disagreement_score":0.8574055,"about_ca_system_score_codex":0.000048748785,"about_ca_system_score_gemma":0.0000134936945,"threshold_uncertainty_score":0.596293},"labels":[],"label_agreement":null},{"id":"W2930935562","doi":"10.1016/j.undsp.2018.12.005","title":"Modeling hydraulic fracture in heterogeneous rock materials using permeability-based hydraulic fracture model","year":2019,"lang":"en","type":"article","venue":"Underground Space","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Fundamental Research Funds for the Central Universities; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Hydraulic fracturing; Permeability (electromagnetism); Finite element method; Discretization; Geology; Fracture (geology); Geotechnical engineering; Mechanics; Structural engineering; Engineering; Mathematics","score_opus":0.01224911998788313,"score_gpt":0.22830296024063407,"score_spread":0.21605384025275093,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2930935562","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":[0.6770268,0.00046191696,0.32033214,0.0007800105,0.00021370655,0.00032495192,0.0000093590015,0.0003220404,0.00052904943],"genre_scores_gemma":[0.99635464,0.000054520384,0.0015507021,0.001320101,0.00017685212,0.000020608506,0.00006447705,0.00017648017,0.00028160439],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9969454,0.00012855565,0.0006567543,0.0007713423,0.0005619538,0.0009360401],"domain_scores_gemma":[0.9984436,0.00010605693,0.00009293661,0.0010507548,0.00006719939,0.00023943635],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00032848946,0.0006646578,0.00085838,0.0004424541,0.00015390756,0.0002483999,0.00047316312,0.0006082207,0.00036873604],"category_scores_gemma":[0.00003844968,0.00062516914,0.00029580953,0.00044182732,0.000028053204,0.00039264292,0.000074188465,0.0007514271,0.00015944602],"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":[0.00003368666,0.00008610812,0.00020245787,0.0002695845,0.00010110687,0.000026630292,0.00038138565,0.99027085,0.008501928,0.0000059845697,0.00010346073,0.000016823782],"study_design_scores_gemma":[0.0007180073,0.000031679087,0.00003109494,0.0001390361,0.00007196661,0.000017020431,0.00011806585,0.98673815,0.009453032,0.00077632966,0.0011904004,0.0007151952],"about_ca_topic_score_codex":0.00198707,"about_ca_topic_score_gemma":0.00037114247,"teacher_disagreement_score":0.31932783,"about_ca_system_score_codex":0.0006499896,"about_ca_system_score_gemma":0.000122046804,"threshold_uncertainty_score":0.99961996},"labels":[],"label_agreement":null},{"id":"W3018783777","doi":"10.1016/j.undsp.2020.03.005","title":"Field experience and numerical investigations of minifrac tests with flowback in low-permeability formations","year":2020,"lang":"en","type":"article","venue":"Underground Space","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; Geomechanica (Canada)","funders":"","keywords":"Closure (psychology); Fracture (geology); Petroleum engineering; Permeability (electromagnetism); Geology; Oil shale; Geotechnical engineering; Chemistry","score_opus":0.01084983122237196,"score_gpt":0.2231189839764872,"score_spread":0.21226915275411523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3018783777","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":[0.9335175,0.00005986496,0.061783142,0.0031828848,0.000015423724,0.000073857685,0.0000019142803,0.000056977577,0.0013084385],"genre_scores_gemma":[0.99727255,0.000018414145,0.0025200457,0.00012205343,0.000016833,0.000010427819,0.0000031323439,0.0000082015895,0.000028335788],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99944824,0.000017511988,0.00016776324,0.00012598668,0.000112642265,0.00012783585],"domain_scores_gemma":[0.9995674,0.00013474048,0.000022521857,0.00014394995,0.000019650535,0.0001117684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000036212045,0.00009125272,0.00015466195,0.000044727043,0.000038443006,0.000022163349,0.00007808162,0.000049932245,0.00003354705],"category_scores_gemma":[0.00013619909,0.00007719031,0.000024583544,0.00035110983,0.00006542346,0.00018102028,0.000020781847,0.0001365848,0.0000040982545],"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":[0.00002990675,0.000114860246,0.12419385,0.0005753258,0.000081143044,0.000011995376,0.019438874,0.85225433,0.001622026,0.00035184104,0.0008942808,0.0004315927],"study_design_scores_gemma":[0.000638847,0.00023572445,0.04153099,0.00015728889,0.00003611818,0.0000067599713,0.0043308777,0.9429686,0.007527531,0.0005434476,0.0016225363,0.00040128944],"about_ca_topic_score_codex":0.0001410224,"about_ca_topic_score_gemma":0.00034163543,"teacher_disagreement_score":0.09071428,"about_ca_system_score_codex":0.000023952198,"about_ca_system_score_gemma":0.000020372148,"threshold_uncertainty_score":0.31477293},"labels":[],"label_agreement":null},{"id":"W4283793459","doi":"10.1016/j.undsp.2022.02.005","title":"Experimental investigation on the deformation characteristics of locking-steel- pipe (LSP) pile retaining structure during excavation in sand","year":2022,"lang":"en","type":"article","venue":"Underground Space","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"China Scholarship Council; China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Pile; Excavation; Deflection (physics); Lateral earth pressure; Geotechnical engineering; Bending moment; Engineering; Structural engineering; Retaining wall; Deformation (meteorology); Geology","score_opus":0.010166946592295518,"score_gpt":0.1885409115316937,"score_spread":0.17837396493939817,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283793459","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":[0.99696887,0.00010192605,0.0016260578,0.00022873968,0.00033639697,0.00019082788,0.000014787135,0.000148955,0.00038347198],"genre_scores_gemma":[0.9996165,0.0000063260222,0.00012534155,0.000036752153,0.000059824553,0.00003030905,0.000053539115,0.000033257573,0.000038136735],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99886864,0.00006299099,0.00033808683,0.0001647029,0.00033357053,0.00023202135],"domain_scores_gemma":[0.9994617,0.00013186468,0.000103589446,0.00024282311,0.0000199546,0.000040074254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017246316,0.0001888167,0.0001889707,0.00017700407,0.00020382929,0.000049324863,0.00017043613,0.0000796539,0.00007729425],"category_scores_gemma":[0.00006430234,0.00017109165,0.00004448528,0.00036093325,0.000039326045,0.00016112385,0.000058831047,0.00048208426,0.0000011290776],"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":[0.000044109845,0.000023693909,0.0009056453,0.00011061762,0.000028162027,0.0000040051814,0.0030484758,0.6959038,0.28709266,0.012483373,0.00008170008,0.00027376946],"study_design_scores_gemma":[0.0026224281,0.000592696,0.12569375,0.00032582905,0.000050943265,0.00016438875,0.0115513485,0.33156675,0.5126414,0.011874393,0.0014136385,0.0015024786],"about_ca_topic_score_codex":0.000033372966,"about_ca_topic_score_gemma":0.000011042036,"teacher_disagreement_score":0.36433703,"about_ca_system_score_codex":0.00037699647,"about_ca_system_score_gemma":0.00001949616,"threshold_uncertainty_score":0.6976915},"labels":[],"label_agreement":null},{"id":"W4366779690","doi":"10.1016/j.undsp.2022.12.004","title":"CFD simulations of a semi-transverse ventilation system in a long tunnel","year":2023,"lang":"en","type":"article","venue":"Underground Space","topic":"Fire dynamics and safety research","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Ceiling (cloud); Computational fluid dynamics; Duct (anatomy); Engineering; Transverse plane; Marine engineering; Ventilation (architecture); Airflow; Jet (fluid); Mechanics; Simulation; Structural engineering; Mechanical engineering; Aerospace engineering; Physics","score_opus":0.011913377798645436,"score_gpt":0.24118862887870518,"score_spread":0.22927525108005975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366779690","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":[0.9684295,0.000074359195,0.02778194,0.00011951228,0.00017861354,0.0002085755,0.000023203216,0.00024838615,0.002935916],"genre_scores_gemma":[0.9992068,0.00003856335,0.00007324644,0.0000010430601,0.000019154491,0.0000058437736,0.00004275212,0.000022722366,0.0005898955],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931806,0.000019839457,0.00017256688,0.00010414351,0.00018136311,0.00020400873],"domain_scores_gemma":[0.9996549,0.000105732295,0.00001631733,0.00015756572,0.000027870004,0.000037605078],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015539557,0.000077901124,0.00012447224,0.00023428017,0.000034389774,0.00001924598,0.000076289245,0.00006748319,0.000014682436],"category_scores_gemma":[0.000013048357,0.000088491644,0.000044355045,0.00072242,0.000017107044,0.000097403805,0.00001680797,0.000111981484,0.000039795406],"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":[0.000011203933,0.000014767073,0.0037806823,0.00037708975,0.000023748951,0.000021682412,0.00049494463,0.9843938,0.0038498193,0.006733389,0.0001002414,0.00019863235],"study_design_scores_gemma":[0.00028323656,0.000010295838,0.031193245,0.00010551353,0.0000050163408,0.0000018674034,0.00045762572,0.96735585,0.000076321754,0.00022662507,0.00020130852,0.000083111416],"about_ca_topic_score_codex":0.00012504774,"about_ca_topic_score_gemma":0.0013842866,"teacher_disagreement_score":0.030777283,"about_ca_system_score_codex":0.0001554034,"about_ca_system_score_gemma":0.000019998784,"threshold_uncertainty_score":0.36085844},"labels":[],"label_agreement":null},{"id":"W4380988108","doi":"10.1016/j.undsp.2023.04.002","title":"Reliability assessment of deep excavations in spatially random cohesion weakening friction strengthening massive rocks: Application to nuclear repositories","year":2023,"lang":"en","type":"article","venue":"Underground Space","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Indian Institute of Technology Kanpur","keywords":"Parametric statistics; Sobol sequence; Spatial variability; Geotechnical engineering; Monte Carlo method; Cohesion (chemistry); Random variable; Excavation; Geology; Structural engineering; Engineering; Mathematics; Statistics; Physics","score_opus":0.004716907842181696,"score_gpt":0.22383214673293253,"score_spread":0.21911523889075082,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380988108","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":[0.2924306,0.000012911417,0.7061354,0.0002450268,0.00011531276,0.00016743958,0.0000018420352,0.00043350624,0.0004579328],"genre_scores_gemma":[0.99336946,0.000032274358,0.0063844617,0.0000039285546,0.000049571296,0.000048626254,0.000022266506,0.000028813518,0.000060586335],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99896955,0.000032125117,0.0003564938,0.0002224016,0.00022758177,0.00019186306],"domain_scores_gemma":[0.99932843,0.00020100614,0.00006137129,0.00028169676,0.000066921646,0.000060543476],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029044662,0.00013186107,0.00023317046,0.00026521078,0.000085983214,0.000036784393,0.00010315866,0.00009752139,0.0000071007576],"category_scores_gemma":[0.00016881264,0.0001415141,0.00006765263,0.0010817536,0.000012819071,0.0001229994,0.00004009952,0.00018410648,0.000009406963],"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":[0.0000067155115,0.000017416261,0.0010160423,0.000047334837,0.000019817935,0.0000011455855,0.00030579916,0.96844816,0.028332777,0.0008226429,0.00004499481,0.0009371802],"study_design_scores_gemma":[0.00029621992,0.000030961015,0.016196216,0.00005546648,0.000025578443,4.908863e-7,0.0005124725,0.981039,0.00065549446,0.0004037096,0.0006384086,0.00014597441],"about_ca_topic_score_codex":0.00031574583,"about_ca_topic_score_gemma":0.00013665573,"teacher_disagreement_score":0.7009389,"about_ca_system_score_codex":0.00022143104,"about_ca_system_score_gemma":0.000012956091,"threshold_uncertainty_score":0.57707775},"labels":[],"label_agreement":null},{"id":"W4406741946","doi":"10.1016/j.undsp.2024.11.003","title":"Experimental study on the modulus of soil reaction for plastic pipes buried in lightweight cellular concrete backfill","year":2025,"lang":"en","type":"article","venue":"Underground Space","topic":"Geotechnical Engineering and Soil Stabilization","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":"Nexen (Canada)","funders":"University of Kansas","keywords":"Geotechnical engineering; Modulus; Geology; Materials science; Composite material","score_opus":0.010214817630867628,"score_gpt":0.21917560311298992,"score_spread":0.2089607854821223,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406741946","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":[0.9483064,0.00015119226,0.048547354,0.00017479446,0.00046720635,0.00047194888,0.0000030627332,0.00013864061,0.001739424],"genre_scores_gemma":[0.99950653,0.000005753562,0.000040637024,0.000008515855,0.000028517958,0.00009006094,0.0000055736905,0.000019827676,0.0002946067],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993311,0.000026857615,0.00020503675,0.00015720616,0.000119059,0.00016075105],"domain_scores_gemma":[0.99936277,0.0003486102,0.000024792216,0.0002171466,0.000023927847,0.000022785882],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001467046,0.00013716661,0.00017295283,0.00010357914,0.00004719839,0.000019678379,0.00009961264,0.000078895755,0.0000047285616],"category_scores_gemma":[0.00010041022,0.00011262147,0.000046481855,0.00023726281,0.000023732866,0.00005049971,0.000016876973,0.00012775358,0.0000025246218],"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":[0.00009657281,0.00020114229,0.00013910135,0.00014180428,0.000101036225,0.0000024910544,0.0012423219,0.70118386,0.2602545,0.035934497,0.0006391882,0.00006348714],"study_design_scores_gemma":[0.001963616,0.00057758146,0.002094044,0.00016539055,0.000048662037,4.6710235e-7,0.004061632,0.75627923,0.23105317,0.0012755117,0.0021340076,0.00034666012],"about_ca_topic_score_codex":0.00007966741,"about_ca_topic_score_gemma":0.000037879545,"teacher_disagreement_score":0.05509539,"about_ca_system_score_codex":0.00013880206,"about_ca_system_score_gemma":0.000012761064,"threshold_uncertainty_score":0.459257},"labels":[],"label_agreement":null},{"id":"W4410946350","doi":"10.1016/j.undsp.2025.02.008","title":"Heterogeneity of field cemented rockfill at a Canadian hard-rock mine","year":2025,"lang":"en","type":"article","venue":"Underground Space","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geology; Geotechnical engineering; Field (mathematics); Mining engineering; Mathematics","score_opus":0.011926516910025069,"score_gpt":0.20456774547295803,"score_spread":0.19264122856293295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410946350","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":[0.8604094,0.0016116953,0.008827479,0.0024827686,0.0006567725,0.00026678725,0.000011485138,0.00020035745,0.12553328],"genre_scores_gemma":[0.9687155,0.00008962787,0.00020310919,0.0002533825,0.000021447015,0.0000075237267,0.000010285122,0.00001294621,0.030686183],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993899,0.000010613966,0.00014440177,0.00012978619,0.00008521181,0.00024012315],"domain_scores_gemma":[0.9996349,0.000032783595,0.000020089217,0.0002171928,0.000027650916,0.00006738162],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000049101414,0.00012420716,0.00014365985,0.00016513819,0.00007672072,0.000027430804,0.00013743201,0.00006379161,0.00017648369],"category_scores_gemma":[0.000021866075,0.00012462518,0.000053349817,0.00018055993,0.000009675426,0.00007129595,0.00005538206,0.000070713286,0.0000352105],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023478402,0.00013606461,0.115002945,0.0025385355,0.0021311874,0.00006149033,0.0013180834,0.07819507,0.049007524,0.028025666,0.7181598,0.0051888237],"study_design_scores_gemma":[0.0011583212,0.00014495674,0.0062303967,0.0002154597,0.0001423496,0.0000033803492,0.00071564317,0.027832292,0.07851217,0.00080614374,0.8836062,0.00063271885],"about_ca_topic_score_codex":0.025581742,"about_ca_topic_score_gemma":0.31015024,"teacher_disagreement_score":0.2845685,"about_ca_system_score_codex":0.00017552507,"about_ca_system_score_gemma":0.000026229209,"threshold_uncertainty_score":0.980907},"labels":[],"label_agreement":null},{"id":"W4416186692","doi":"10.1016/j.undsp.2025.07.002","title":"Excavation-induced fracturing mechanisms in deep hard rock: A hierarchical block model","year":2025,"lang":"en","type":"article","venue":"Underground Space","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Spall; Block (permutation group theory); Excavation; Fracture (geology); Discrete element method; Block model; Rock mass classification; Computer simulation","score_opus":0.013654881968632003,"score_gpt":0.22865605761189794,"score_spread":0.21500117564326593,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416186692","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":[0.2073591,0.000119976066,0.7881007,0.0004409335,0.0002919125,0.00015787133,9.02158e-7,0.00021445887,0.0033141302],"genre_scores_gemma":[0.986447,0.000063384,0.012333625,0.00020242855,0.000049338807,0.00003246838,0.0000046673936,0.000042379175,0.00082471845],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988181,0.000017901586,0.00027575606,0.00029919797,0.00019145451,0.00039760166],"domain_scores_gemma":[0.9995079,0.00006509801,0.000024688356,0.000291105,0.000032286087,0.00007892981],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015130687,0.00021903643,0.00023111847,0.0003007459,0.000115165305,0.00008437487,0.00019097318,0.00018628349,0.000009932034],"category_scores_gemma":[0.000035251036,0.00024490175,0.0000679997,0.00028871812,0.000002758321,0.00016442024,0.0000794038,0.00042178787,0.000014424888],"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":[0.000007031191,0.000022487122,0.0000040098957,0.000039893246,0.000025669595,0.000004896586,0.0002502886,0.86261094,0.044917732,0.09147818,0.00008237185,0.00055653026],"study_design_scores_gemma":[0.00038422647,0.000010432161,0.000017045211,0.00007048787,0.00001095174,0.0000021052876,0.0001228532,0.8807645,0.011473151,0.106757335,0.00017633243,0.00021060003],"about_ca_topic_score_codex":0.000045002478,"about_ca_topic_score_gemma":0.00029876918,"teacher_disagreement_score":0.7790879,"about_ca_system_score_codex":0.00023408177,"about_ca_system_score_gemma":0.000062536616,"threshold_uncertainty_score":0.9986804},"labels":[],"label_agreement":null}]}