{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":4,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":4,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"8068e8cc4a41","filters":{"venue":"International Journal of Geotechnical Earthquake Engineering"}},"results":[{"id":"W2014035058","doi":"10.4018/jgee.2010070103","title":"Dynamic Tensile Test of Coal, Shale and Sandstone Using Split Hopkinson Pressure Bar","year":2010,"lang":"en","type":"article","venue":"International Journal of Geotechnical Earthquake Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Ultimate tensile strength; Split-Hopkinson pressure bar; Coal; Oil shale; Geotechnical engineering; Compressive strength; Geology; Coal mining; Dynamic loading; Materials science; Mining engineering; Composite material; Engineering; Strain rate","authors":[{"name":"Kaiwen Xia","is_ca":true},{"name":"Sheng Huang","is_ca":true},{"name":"Ajay Kumar Jha","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006123068686595719,"gpt":0.2215915907680707,"spread":0.215468522081475,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002001854,0.0002166486,0.0001630556,0.0004333695,0.0002762746,0.0001362396,0.0002911093,0.0002795596,0.002547821],"category_scores_gemma":[0.0003339476,0.0001731935,0.0001616346,0.0004245714,0.0001915087,0.0002908449,0.00023371,0.0002456827,0.0002767752],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008534194,"about_ca_system_score_gemma":0.0001500128,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001324981,"about_ca_topic_score_gemma":0.006770803,"domain_scores_codex":[0.9997626,0.00001476525,0.00001665139,0.00004235469,0.00014185,0.00002182665],"domain_scores_gemma":[0.9995613,0.00009245116,0.00006321919,0.00002661664,0.0001994937,0.00005696989],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001242977,0.00004671594,0.01050805,0.00006021556,0.00001600723,0.0003112771,0.0001762786,0.0002318332,0.9804199,0.0001230766,0.0001327989,0.007849494],"study_design_scores_gemma":[0.00001686573,0.001689326,0.2176763,0.00002157909,0.00005511653,0.0009908135,0.0009052085,0.003902662,0.7718548,0.0001817215,0.002676493,0.00002906493],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9921111,0.0001407335,0.004635963,0.00002983616,0.00002071359,0.00001958735,0.0003211587,0.00003404808,0.002686827],"genre_scores_gemma":[0.992525,0.000163908,0.003574594,0.00003096527,0.00000595771,0.00001891265,0.00030317,0.000008676125,0.00336888],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002547821,"threshold_uncertainty_score":0.008523345,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2052868693","doi":"10.4018/jgee.2010070101","title":"Production Blast-Induced Vibrations in Longhole Open Stoping","year":2010,"lang":"en","type":"article","venue":"International Journal of Geotechnical Earthquake Engineering","topic":"Mineral Processing and Grinding","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"McGill University","funders":"","keywords":"Stoping; Rock blasting; Transverse plane; Engineering; Explosive material; Mining engineering; Geotechnical engineering; Vibration; Attenuation; Structural engineering; Geology; Acoustics","authors":[{"name":"John G. Henning","is_ca":false},{"name":"Hani S. Mitri","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01294932092860511,"gpt":0.2596895043535866,"spread":0.2467401834249815,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002308626,0.0001742693,0.0001328098,0.0002258787,0.0002846875,0.0002180985,0.0001781659,0.0001998255,0.001167772],"category_scores_gemma":[0.000451878,0.0001400561,0.0001024744,0.0001497153,0.0004224779,0.0001526409,0.0002753873,0.0001340101,0.000197607],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002478288,"about_ca_system_score_gemma":0.0002141657,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001348235,"about_ca_topic_score_gemma":0.004614783,"domain_scores_codex":[0.9997879,0.00001993364,0.000006200116,0.00001962412,0.0001276808,0.00003869057],"domain_scores_gemma":[0.9997516,0.00007144696,0.00004798626,0.00001830299,0.00008305282,0.00002756547],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0007342475,0.00008945289,0.0207394,0.0001242148,0.00001085349,0.0008307801,0.0007010783,0.007552769,0.9262099,0.0006005546,0.0002043076,0.04220249],"study_design_scores_gemma":[0.0001603764,0.003357328,0.4610507,0.00004657509,0.00004602163,0.001297571,0.002363106,0.02998532,0.4924282,0.0009950418,0.008217543,0.00005228858],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9899159,0.00005321242,0.007890547,0.000009521319,0.000005282267,0.00001639678,0.00001549161,0.00003717378,0.002056374],"genre_scores_gemma":[0.9975576,0.00002192233,0.001356967,0.000003351143,0.000001420783,0.000004918064,0.00002401705,0.000008385592,0.001021342],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001348235,"threshold_uncertainty_score":0.003906608,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2047727097","doi":"10.4018/jgee.2010090807","title":"Blast Induced Damage Due to Repeated Vibrations in Jointed Gneiss Rock Formation","year":2010,"lang":"en","type":"article","venue":"International Journal of Geotechnical Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"CSIR-Central Institute of Mining and Fuel Research; University of Waterloo; Indian Institute of Science","keywords":"Rock mass classification; Extensometer; Joint (building); Borehole; Geology; Excavation; Rock blasting; Vibration; Geotechnical engineering; Rock bolt; Geophone; Structural engineering; Mining engineering; Engineering; Seismology","authors":[{"name":"M. Ramulu","is_ca":false},{"name":"T. G. Sitharam","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006031457446606248,"gpt":0.2145330254029569,"spread":0.2085015679563506,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001348151,0.0001664182,0.0001843634,0.000382291,0.0001509638,0.0001302925,0.0001159867,0.0002560064,0.000713144],"category_scores_gemma":[0.000546835,0.0001440386,0.0001723221,0.000184394,0.0003780476,0.0001547858,0.0003868264,0.0001132227,0.0001073538],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001286306,"about_ca_system_score_gemma":0.00005952745,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009254775,"about_ca_topic_score_gemma":0.001459889,"domain_scores_codex":[0.9998304,0.00002742099,0.00001124512,0.00002968752,0.00006759662,0.00003376218],"domain_scores_gemma":[0.9996806,0.00008167703,0.0001118041,0.00004114081,0.0000507221,0.00003395553],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0007206014,0.0001759055,0.1760097,0.0002024733,0.0001043303,0.004227167,0.001002794,0.03257241,0.7498185,0.0001358742,0.0001909968,0.03483921],"study_design_scores_gemma":[0.00002270671,0.001923126,0.8882318,0.00002262457,0.00007553054,0.003315258,0.0008803327,0.01284927,0.09195323,0.0002068117,0.0004961898,0.00002309466],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993258,0.00004069851,0.0004609782,0.000002847775,8.639151e-7,0.000002965606,0.00001203512,0.000007317901,0.0001465157],"genre_scores_gemma":[0.9997665,0.00002386347,0.0001006541,0.000001564358,4.067187e-7,0.000001158469,0.00001140069,9.280311e-7,0.0000935333],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0009254775,"threshold_uncertainty_score":0.002385676,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2116267264","doi":"10.4018/jgee.2010070104","title":"A Numerical Approach for Simulation of Rock Fracturing in Engineering Blasting","year":2010,"lang":"en","type":"article","venue":"International Journal of Geotechnical Earthquake Engineering","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"","keywords":"Rock blasting; Isotropy; Finite element method; Geomechanics; Brittleness; Engineering; Structural engineering; Fracture (geology); Computer simulation; Geotechnical engineering; Computer science; Materials science; Simulation","authors":[{"name":"Mani Ram Saharan","is_ca":false},{"name":"Hani S. Mitri","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006559765518873609,"gpt":0.2180551602815241,"spread":0.2114953947626505,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002786315,0.0003909697,0.0005670627,0.0003900106,0.0005525608,0.0005353063,0.0009734918,0.0010645,0.001999938],"category_scores_gemma":[0.0006178783,0.0003675,0.0006650453,0.0003795542,0.0004621155,0.0004402095,0.0006438823,0.000804979,0.000483447],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003235691,"about_ca_system_score_gemma":0.0006514622,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001955116,"about_ca_topic_score_gemma":0.001475458,"domain_scores_codex":[0.9998128,0.00003548308,0.00001304227,0.00002124534,0.0001015136,0.00001595531],"domain_scores_gemma":[0.9998353,0.0000649065,0.00001536795,0.00002238683,0.00004718978,0.00001482095],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002630225,0.00004613477,0.0003584271,0.00009165306,0.00002235775,0.000115073,0.00008344675,0.9443682,0.01941314,0.01871811,0.0004138767,0.01634333],"study_design_scores_gemma":[0.000009761202,0.00002838217,0.00008790664,0.000007899399,0.000006587863,0.00004986788,0.00000830175,0.9924481,0.001961642,0.002301102,0.003083931,0.000006553542],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01260388,0.0001116736,0.9829162,0.00005930346,0.00005058161,0.00007155963,0.0000622079,0.0003414472,0.003783088],"genre_scores_gemma":[0.2576367,0.000646782,0.7350389,0.00006645654,0.00004408666,0.0005195691,0.0002257783,0.000180505,0.005641279],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001999938,"threshold_uncertainty_score":0.006690502,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}