{"id":"W3130898920","doi":"10.1016/j.soildyn.2021.106613","title":"Numerical modeling of soil liquefaction and lateral spreading using the SANISAND-Sf model in the LEAP experiments","year":2021,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Centrifuge; Liquefaction; Geotechnical engineering; Constitutive equation; Earthquake shaking table; Pore water pressure; Geology; Dilatant; Deformation (meteorology); Calibration; Shear stress; Finite element method; Shear (geology); Overburden pressure; Structural engineering; Engineering; Mechanics; Mathematics","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003013193,0.0004608989,0.000597308,0.0004224635,0.0005478669,0.000666715,0.001031034,0.001150131,0.002146374],"category_scores_gemma":[0.0009891621,0.0003341062,0.0004391699,0.0005612179,0.0006806438,0.0007903444,0.0004316659,0.0007609124,0.0001964844],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008164564,"about_ca_system_score_gemma":0.0006877584,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03361836,"about_ca_topic_score_gemma":0.01842563,"domain_scores_codex":[0.9999007,0.00002134367,0.000008097823,0.00002036159,0.00002094381,0.00002854152],"domain_scores_gemma":[0.9995674,0.0001973769,0.00003926003,0.00003979433,0.0001050865,0.00005112842],"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":[0.0001195089,0.0001003225,0.003838219,0.00002520285,0.00001147898,0.0001855893,0.00007205826,0.9880226,0.004316391,0.0007054327,0.0002060885,0.002397092],"study_design_scores_gemma":[0.00001050591,0.00002344155,0.001002446,0.000001768245,0.000003560357,0.000006933361,0.00002403276,0.9981619,0.0006182069,0.00007822923,0.00006351064,0.000005517397],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9914976,0.00005507541,0.002795123,0.000108733,0.00001264229,0.00001566704,0.0002109853,0.0001073775,0.005196876],"genre_scores_gemma":[0.9979191,0.00003926608,0.001042513,0.000006035285,0.000002341189,0.00001251818,0.00008462026,0.00001314865,0.0008803313],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03361836,"threshold_uncertainty_score":0.06684536,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01489627224667287,"score_gpt":0.2150060544302351,"score_spread":0.2001097821835622,"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."}}