{"id":"W4377143021","doi":"10.1016/j.istruc.2023.05.048","title":"Seismic response and instability analysis of the liquefiable soil-piles-superstructure interaction system","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"ca_institutions":"Western University","funders":"Natural Science Foundation of Beijing Municipality; National Natural Science Foundation of China","keywords":"Geotechnical engineering; Liquefaction; Earthquake shaking table; Pile; Instability; Geology; Superstructure; Soil liquefaction; Discontinuity (linguistics); Pore water pressure; Soil structure interaction; Finite element method; Engineering; Structural engineering; Mechanics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001952066,0.0001894838,0.0003122736,0.0003009347,0.0001003513,0.00003485446,0.000194753,0.0001657709,0.00001753578],"category_scores_gemma":[0.0001084638,0.000132729,0.0001568159,0.001280875,0.00008455485,0.000071589,0.00006929936,0.0003056635,8.389104e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008846181,"about_ca_system_score_gemma":0.00001679596,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000090266,"about_ca_topic_score_gemma":0.00004393029,"domain_scores_codex":[0.9990342,0.0000797942,0.0002675786,0.0002091354,0.000188151,0.0002210896],"domain_scores_gemma":[0.9992675,0.0001681276,0.00004207739,0.0004340047,0.00003234308,0.00005593901],"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":[0.00004823104,7.768583e-7,0.0006807551,0.0001712496,0.000301017,0.000001024863,0.0002752398,0.9817618,0.01515597,0.0009913504,0.0001550809,0.0004575655],"study_design_scores_gemma":[0.0001733661,0.00002314486,0.4853472,0.00003643559,0.0003101869,0.00001874914,0.0006871945,0.5023695,0.007775336,0.002023316,0.001014241,0.0002213507],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9974902,0.0001112356,0.0008416551,0.00006456276,0.0005479539,0.0001173966,0.00006186872,0.0005647579,0.000200341],"genre_scores_gemma":[0.9997615,0.00001465507,0.0001086211,0.000011212,0.00003191105,0.00000724522,0.00001151143,0.00002195747,0.00003141756],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4846664,"threshold_uncertainty_score":0.5412531,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006245327238076643,"score_gpt":0.2091475929900561,"score_spread":0.2029022657519794,"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."}}