{"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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004544402,0.0001146832,0.0002993869,0.00006869202,0.00001656075,0.000003236961,0.0001046625,0.00005273962,0.000001408173],"category_scores_gemma":[0.0001085617,0.000118474,0.00006651147,0.00008521739,0.000009288998,0.00003309189,0.00003027481,0.00004336674,4.614091e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002043153,"about_ca_system_score_gemma":0.000002791205,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005570878,"about_ca_topic_score_gemma":2.325074e-7,"domain_scores_codex":[0.9990579,0.00003149562,0.0004939389,0.0001357505,0.0001147111,0.0001662098],"domain_scores_gemma":[0.9993582,0.0001856473,0.000108265,0.0002483549,0.00007182505,0.00002770728],"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":[0.00008787723,0.00001437513,0.0000142251,0.0002358067,0.00001014135,1.627217e-8,0.00003185821,0.8762982,0.1192879,0.0001886666,7.88194e-7,0.00383022],"study_design_scores_gemma":[0.0004473381,0.00007744753,0.00009208491,0.00007870412,0.00001102583,1.202306e-7,0.00000500833,0.8669949,0.1316791,0.0003905949,0.0001372014,0.00008657895],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4500066,0.00001473982,0.5496752,0.00000275054,0.0000497356,0.0001591957,0.00001641011,0.00006652467,0.00000884205],"genre_scores_gemma":[0.9902506,0.000003781638,0.009652135,0.000003887705,0.00002221291,0.000006182562,0.00002921542,0.00003058329,0.000001359259],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5402441,"threshold_uncertainty_score":0.4831229,"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."}}