{"id":"W2186549493","doi":"10.4231/d3h12v80t","title":"Application of discrete element modeling for simulation of cyclic direct simple shear response of granular materials","year":2014,"lang":"en","type":"article","venue":"Texas Advanced Computing Center","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Discrete element method; Simple (philosophy); Direct shear test; Shear (geology); Granular material; Simple shear; Biological system; Response analysis; Computer science; Materials science; Geotechnical engineering; Geology; Structural engineering; Engineering; Mechanics; Composite material; Physics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"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":[0.0003392174,0.0004347579,0.0004760923,0.0005020016,0.0003690545,0.000680627,0.0008175712,0.001004483,0.001848762],"category_scores_gemma":[0.0007007321,0.0003314843,0.0005395408,0.0004478249,0.0003523056,0.0003054829,0.0005007784,0.0005046302,0.0002586145],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004687662,"about_ca_system_score_gemma":0.0006496215,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00621466,"about_ca_topic_score_gemma":0.004251963,"domain_scores_codex":[0.9998728,0.00003031057,0.000009896964,0.00001552274,0.00005452599,0.00001699144],"domain_scores_gemma":[0.9996873,0.0001717097,0.00002712816,0.00003196423,0.00005937303,0.00002248325],"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":[0.00002442331,0.00003049133,0.0009524646,0.00004004251,0.00001006604,0.00007095137,0.00005026525,0.9893885,0.00360659,0.001717715,0.0001591251,0.003949317],"study_design_scores_gemma":[0.000003085237,0.000005835223,0.00008760548,0.000002997423,0.000001516988,0.000006515936,0.000007298372,0.9986798,0.0006741445,0.0002062745,0.0003226062,0.000002368644],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3461902,0.0004301831,0.629989,0.0003489691,0.0001315435,0.0002839476,0.001100032,0.001832109,0.01969404],"genre_scores_gemma":[0.8736572,0.0002703751,0.1222946,0.00005394181,0.00001425618,0.0003174554,0.0005044161,0.000132203,0.002755525],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00621466,"threshold_uncertainty_score":0.01235694,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00843407367291518,"score_gpt":0.249379599427425,"score_spread":0.2409455257545098,"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."}}