{"id":"W2169365165","doi":"10.1139/t03-082","title":"Influence of loading path on the undrained behaviour of a medium loose sand","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Liquefaction; Geotechnical engineering; Stress path; Monotonic function; Geology; Triaxial shear test; Isotropy; Anisotropy; Dilatant; Instability; Compression (physics); Materials science; Plasticity; Mathematics; Shear (geology); Mechanics; Composite material","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002104905,0.0003079929,0.0002383496,0.0003048823,0.0002546051,0.0002716794,0.0002454876,0.0002145825,0.001495514],"category_scores_gemma":[0.0005788391,0.0001776882,0.0001240193,0.0002564151,0.000475696,0.0002447575,0.0003037644,0.0002155929,0.000115115],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001708715,"about_ca_system_score_gemma":0.0001449724,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00131698,"about_ca_topic_score_gemma":0.00307746,"domain_scores_codex":[0.9998003,0.00003313008,0.00001722455,0.00003699518,0.00006896105,0.00004331606],"domain_scores_gemma":[0.9995962,0.0001790172,0.0000732434,0.00004543568,0.00005738051,0.00004868799],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0006993355,0.00009873146,0.003909854,0.00006095979,0.00001318625,0.0002008475,0.0001916102,0.001185633,0.9895187,0.00003131753,0.00001047041,0.004079248],"study_design_scores_gemma":[0.00001789153,0.002137626,0.04693867,0.00001102746,0.00003398183,0.0001629738,0.000259587,0.003865341,0.9460027,0.00003213336,0.0005144193,0.00002358407],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995769,0.00002934487,0.0002366987,0.000002006556,0.000001080607,0.000004326001,0.00002041065,0.000005029215,0.0001242134],"genre_scores_gemma":[0.9991622,0.00003991896,0.0004136907,0.000003436073,8.745092e-7,0.000006173763,0.0000465446,0.000005411942,0.0003218783],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001495514,"threshold_uncertainty_score":0.005002975,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007008529153443209,"score_gpt":0.18631013006776,"score_spread":0.1793016009143168,"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."}}