{"id":"W4412456791","doi":"10.1016/j.sandf.2025.101635","title":"Behaviour of a sandy silt gold tailings under drained simple shear loading in a torsional shear hollow cylinder apparatus","year":2025,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"ca_institutions":"WSP (Canada)","funders":"","keywords":"Geotechnical engineering; Silt; Geology; Tailings; Simple shear; Shear (geology); Direct shear test; Materials science; Geomorphology; Petrology; Metallurgy","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001178864,0.000114217,0.0001720391,0.0001748593,0.00005786742,0.00003621528,0.00006061839,0.0001137724,0.00004833386],"category_scores_gemma":[0.00005881509,0.0001210959,0.00004641354,0.0004200918,0.00004268592,0.0001017706,0.00002603263,0.0001598773,0.000003723161],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004927291,"about_ca_system_score_gemma":0.00003666888,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001613268,"about_ca_topic_score_gemma":0.00009360481,"domain_scores_codex":[0.9992887,0.00001134931,0.0002684417,0.0001524333,0.00009730618,0.0001817873],"domain_scores_gemma":[0.9996821,0.00007522379,0.00001864532,0.0001333862,0.00004088784,0.00004972377],"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":[0.000009786172,0.00008854107,0.00187297,0.0001460194,0.00003568828,0.000001212503,0.0004094836,0.9715726,0.00399772,0.01958078,0.0003523659,0.001932832],"study_design_scores_gemma":[0.001763893,0.00007808812,0.06029192,0.0002655217,0.00007938826,0.000003931247,0.0008312907,0.919965,0.0008131253,0.01187712,0.00351318,0.000517559],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9402181,0.0003112161,0.05566453,0.0001970209,0.0001862471,0.0002075614,0.00001535048,0.0001794613,0.003020552],"genre_scores_gemma":[0.999209,0.0000336146,0.0004491358,0.00002370194,0.00001771223,0.00002428747,0.00005004341,0.00001383627,0.0001786607],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05899094,"threshold_uncertainty_score":0.4938145,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01088905936939745,"score_gpt":0.2472597362438246,"score_spread":0.2363706768744272,"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."}}