{"id":"W4388921282","doi":"10.1016/j.oceaneng.2023.116370","title":"Quasi-static tests and numerical simulations of ductile seismic behavior for scoured bridge pile group foundations considering pile uplift","year":2023,"lang":"en","type":"article","venue":"Ocean Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Tongji University; National Natural Science Foundation of China","keywords":"Pile; Geotechnical engineering; Pier; Foundation (evidence); Geology; Ductility (Earth science); Structural engineering; Displacement (psychology); Finite element method; Bridge (graph theory); Deformation (meteorology); Engineering; Materials science; Creep","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002534145,0.0004504598,0.0004542681,0.0007347164,0.0005602882,0.0005802745,0.0008433661,0.001095502,0.004727362],"category_scores_gemma":[0.001503194,0.0003632954,0.0005765622,0.0007114103,0.0008528527,0.0005234887,0.00052119,0.0004449386,0.0003847151],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000491208,"about_ca_system_score_gemma":0.0005608642,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007714102,"about_ca_topic_score_gemma":0.007400004,"domain_scores_codex":[0.9998017,0.00003545731,0.00001010138,0.00001937516,0.00006525736,0.00006801578],"domain_scores_gemma":[0.9992519,0.0003464212,0.00009174425,0.00008294427,0.0001337799,0.00009320003],"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":[0.0002425794,0.0001812217,0.003886063,0.00007041906,0.00002848323,0.0006211012,0.0001405197,0.9762633,0.0127349,0.00152851,0.0004317222,0.003871171],"study_design_scores_gemma":[0.00002055716,0.0001917753,0.004962345,0.000008132401,0.0000126869,0.00004338855,0.0001108908,0.9917978,0.002422913,0.0002815271,0.0001313579,0.00001668473],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9903482,0.00005596288,0.003752811,0.00006747946,0.0000278412,0.00001161904,0.0002338153,0.00007102987,0.005431166],"genre_scores_gemma":[0.9984717,0.00002787805,0.0004499689,0.000005902411,0.000003813021,0.000006904726,0.00007637134,0.0000121902,0.0009453153],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007714102,"threshold_uncertainty_score":0.0158146,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01780983061087847,"score_gpt":0.2529941277826644,"score_spread":0.2351842971717859,"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."}}