{"id":"W2945505409","doi":"10.1139/cgj-2018-0485","title":"Dynamic response of soil–pile–structure system subjected to lateral spreading: shaking table test and parallel finite element simulation","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Alberta","funders":"Natural Science Foundation of Shandong Province; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China; National Science Foundation","keywords":"Earthquake shaking table; Pile; Geotechnical engineering; Finite element method; Nonlinear system; Structural engineering; Liquefaction; Engineering; OpenSees; Geology; Physics","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"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":[0.0004261632,0.0002273438,0.0003397343,0.0003955147,0.00008594284,0.00007752696,0.0002367196,0.0002882226,0.00004646276],"category_scores_gemma":[0.0003186409,0.0002311923,0.00006533798,0.0003653613,0.0000155061,0.00009925071,0.00003730182,0.0006446335,0.0000137935],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005536732,"about_ca_system_score_gemma":0.0001295781,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005677357,"about_ca_topic_score_gemma":0.0007700628,"domain_scores_codex":[0.9984884,0.0000379735,0.0004899191,0.000209468,0.0002227455,0.0005515136],"domain_scores_gemma":[0.998657,0.000251609,0.0000669391,0.0002821244,0.0000949214,0.000647406],"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":[0.00003613891,0.00000377277,0.000107876,0.0000809831,0.00002113897,0.00003308293,0.00004439252,0.9899734,0.009010791,0.00008903825,0.00004250092,0.0005569176],"study_design_scores_gemma":[0.0003771912,0.0001676194,0.004352525,0.0003033297,0.0000202994,0.0001270505,0.00003544827,0.9926247,0.0003528004,0.00006260409,0.001314094,0.0002623294],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9629117,0.0001211316,0.03583266,0.0001250186,0.0003555703,0.0003034972,0.00009010839,0.0002229715,0.00003732133],"genre_scores_gemma":[0.9987985,0.00001027984,0.0009852296,0.00004732161,0.00003899029,0.000004920794,0.000008436997,0.00005081443,0.00005547215],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03588682,"threshold_uncertainty_score":0.942775,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004278593083589461,"score_gpt":0.1888689943835798,"score_spread":0.1845904012999904,"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."}}