{"id":"W4392125316","doi":"10.1007/978-3-031-48821-4_17","title":"LEAP-ASIA-2019 Centrifuge Test Simulations of Liquefiable Sloping Ground","year":2024,"lang":"en","type":"book-chapter","venue":"","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Centrifuge; Liquefaction; Geotechnical engineering; Dilatant; Geology; Constitutive equation; Shear (geology); Triaxial shear test; Shear stress; Pore water pressure; Deformation (meteorology); Mechanics; Engineering; Structural engineering; Finite element method; Physics","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"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":[0.0003404298,0.0005248889,0.0005372497,0.0003732008,0.0004331378,0.0006643628,0.001151149,0.001316935,0.003729872],"category_scores_gemma":[0.0009476534,0.0002661836,0.0004817107,0.0005795559,0.000714875,0.0003405443,0.0004990639,0.0005355814,0.0003812359],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009919022,"about_ca_system_score_gemma":0.0009711634,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02752064,"about_ca_topic_score_gemma":0.02375706,"domain_scores_codex":[0.999851,0.00003411503,0.000007484905,0.00001692909,0.00004496472,0.00004551393],"domain_scores_gemma":[0.9994411,0.0002921105,0.000054078,0.00003883346,0.0001204232,0.00005337228],"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":[0.00007151603,0.00006483444,0.002442339,0.00003211519,0.00001096094,0.0002403649,0.00003991753,0.9923604,0.002022104,0.000586736,0.0004647789,0.001663896],"study_design_scores_gemma":[0.00001460417,0.00006530221,0.001134145,0.000008469514,0.000004762871,0.00002564865,0.0000649339,0.9971884,0.001035302,0.0001553631,0.0002961339,0.000006984594],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9791697,0.00006728123,0.004680318,0.0001750292,0.000025211,0.00004370364,0.0008849489,0.0001767729,0.01477693],"genre_scores_gemma":[0.9941635,0.00004329617,0.002373908,0.00003799577,0.00000315027,0.0000546358,0.0005133941,0.0000337399,0.00277631],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02752064,"threshold_uncertainty_score":0,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008825032458447464,"score_gpt":0.1918555985125614,"score_spread":0.1830305660541139,"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."}}