{"id":"W3166734687","doi":"10.1007/s11440-021-01239-0","title":"Evolution of granular media under constant-volume multidirectional cyclic shearing","year":2021,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shearing (physics); Liquefaction; Anisotropy; Materials science; Solid mechanics; Granular material; Mechanics; Stress path; Shear stress; Shear (geology); Cauchy stress tensor; Geotechnical engineering; Composite material; Classical mechanics; Physics; Geology; Optics","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001652265,0.000382764,0.0003431616,0.0009606603,0.0006024362,0.002179481,0.0004400707,0.0009469453,0.001430259],"category_scores_gemma":[0.001095602,0.0002744081,0.0002491765,0.000548062,0.001392301,0.0009094805,0.0008260022,0.0003878731,0.0001567407],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007805783,"about_ca_system_score_gemma":0.0005090726,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00491881,"about_ca_topic_score_gemma":0.002357366,"domain_scores_codex":[0.9998877,0.00001491277,0.000005601438,0.00002417721,0.00002660176,0.0000410123],"domain_scores_gemma":[0.9995041,0.0001111907,0.0001350957,0.00003719404,0.00007881311,0.0001336956],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.001845968,0.0005979007,0.02552614,0.0002585949,0.0001274645,0.00497839,0.000939618,0.56067,0.3148526,0.06506822,0.001906252,0.02322882],"study_design_scores_gemma":[0.00009580104,0.000156765,0.02467454,0.00002562286,0.00003263644,0.0004871014,0.0005355258,0.9373493,0.02196699,0.01366621,0.0009205996,0.00008893698],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9864693,0.0001971145,0.00725766,0.0002308725,0.00004441114,0.00002256852,0.0002081551,0.0001290378,0.005440801],"genre_scores_gemma":[0.9981667,0.00005396415,0.0005897934,0.00002117757,0.000006645168,0.000003753639,0.00005546411,0.0000181353,0.001084308],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00491881,"threshold_uncertainty_score":0.009780347,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007803691973042748,"score_gpt":0.1884631846737067,"score_spread":0.180659492700664,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}