{"id":"W2617266763","doi":"10.1139/cgj-2017-0209","title":"Interpretation of vane shear tests for geotechnical stability calculations","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Slip (aerodynamics); Levee; Direct shear test; Geology; Hoek–Brown failure criterion; Slope stability; Shear strength (soil); Shear (geology); Structural engineering; Engineering; Soil water; Rock mass classification","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044151,0.0002011243,0.0003318817,0.000201687,0.0004313804,0.0001485932,0.000628274,0.0003589755,0.00006644925],"category_scores_gemma":[0.001224005,0.0001978289,0.0002355087,0.00008920287,0.0001913825,0.0002938345,0.00003537195,0.0007196995,0.000003419717],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003101741,"about_ca_system_score_gemma":0.0001969859,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001309642,"about_ca_topic_score_gemma":0.001847145,"domain_scores_codex":[0.9985605,0.0000186966,0.0005292699,0.0001950617,0.0002018372,0.0004946581],"domain_scores_gemma":[0.9983078,0.0001493514,0.0001103876,0.0006587602,0.0001727866,0.0006008758],"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":[0.00002151214,0.00001850834,0.00007685169,0.00008731659,0.00006613196,0.00001471584,0.00002888341,0.973644,0.002668037,0.005061925,0.00127773,0.01703437],"study_design_scores_gemma":[0.000565142,0.0001502916,0.02693389,0.0001220051,0.00006240973,0.000190021,0.00001706641,0.9407856,0.0008182753,0.009951481,0.02000496,0.0003988631],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1475507,0.0003840404,0.846305,0.00211097,0.001223022,0.0006513379,0.0002059244,0.0004315177,0.001137516],"genre_scores_gemma":[0.9960189,0.00003326012,0.003663636,0.00003995248,0.0001586248,0.00001938785,0.000009591404,0.00003874037,0.0000178846],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8484682,"threshold_uncertainty_score":0.8067229,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01644151474016835,"score_gpt":0.24858328233063,"score_spread":0.2321417675904617,"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."}}