{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000230641,0.0005162681,0.0005295335,0.0004378541,0.0003834928,0.0003922896,0.0004720899,0.000781489,0.001658366],"category_scores_gemma":[0.0005480212,0.0002326148,0.0005668154,0.0003089242,0.0006258069,0.000317811,0.000430168,0.0003332981,0.0001690545],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004307763,"about_ca_system_score_gemma":0.0004766699,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01341633,"about_ca_topic_score_gemma":0.007260021,"domain_scores_codex":[0.9998548,0.00001896639,0.000009265907,0.00002169552,0.00005629318,0.00003900497],"domain_scores_gemma":[0.9997548,0.00009600655,0.00003769271,0.00002957102,0.00005326535,0.00002865761],"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":[0.0001896946,0.00008500855,0.004833573,0.00006638606,0.00002361131,0.0003880506,0.0001312898,0.9569673,0.03211651,0.0003388896,0.0001492238,0.004710445],"study_design_scores_gemma":[0.000007988776,0.00009525387,0.002807276,0.000003512249,0.000007435047,0.00002870631,0.00009285371,0.9914647,0.005286013,0.00007806035,0.0001176309,0.00001062479],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9899974,0.00003035037,0.006855235,0.00004295669,0.00001030599,0.00002377353,0.0001302578,0.00007620222,0.002833637],"genre_scores_gemma":[0.9984296,0.00001950881,0.0009257531,0.000006272659,0.000001070722,0.0000105071,0.00006242568,0.00000462341,0.0005402335],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01341633,"threshold_uncertainty_score":0.02667648,"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."}}