{"id":"W1994127154","doi":"10.1139/t05-014","title":"A critical-state constitutive model for liquefiable sand","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Void ratio; Geotechnical engineering; Constitutive equation; Dilatant; Stress path; Liquefaction; Anisotropy; Critical state soil mechanics; Consolidation (business); Effective stress; Overburden pressure; Pore water pressure; Yield surface; Triaxial shear test; Plane stress; Mechanics; Stress space; Materials science; Plasticity; Geology; Structural engineering; Engineering; Finite element method; Shear (geology); 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":[0.0003203022,0.0005869981,0.0004968866,0.0009676919,0.000495162,0.00117546,0.001270647,0.001083621,0.001611657],"category_scores_gemma":[0.0006045048,0.0003691381,0.0005296312,0.0006202095,0.001009274,0.001077714,0.0005315086,0.0007771027,0.0004071716],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001339871,"about_ca_system_score_gemma":0.001441357,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01751045,"about_ca_topic_score_gemma":0.01120902,"domain_scores_codex":[0.999781,0.00002509476,0.00001424342,0.00004609615,0.0001022002,0.00003135837],"domain_scores_gemma":[0.9998575,0.00003605103,0.00002632323,0.00001445745,0.00005333508,0.00001226895],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0000196855,0.00003364154,0.0006412102,0.00004807989,0.0000115102,0.0001645825,0.0001532954,0.8604191,0.01408161,0.1144417,0.0009704106,0.009015174],"study_design_scores_gemma":[0.000003931508,0.000008271544,0.0001757987,0.000005502863,0.00000491898,0.00003450795,0.00002002815,0.9879152,0.0008830081,0.007975436,0.002965147,0.000008316472],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07819539,0.0008417847,0.8879276,0.0004527201,0.00008164531,0.0001765117,0.0006840607,0.0004239415,0.03121642],"genre_scores_gemma":[0.9130349,0.001246481,0.05803951,0.0001161144,0.00006867245,0.0003567258,0.0005018851,0.0001253387,0.02651052],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01751045,"threshold_uncertainty_score":0.03481704,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01176453146533568,"score_gpt":0.2198502967142097,"score_spread":0.2080857652488741,"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."}}