{"id":"W4362575436","doi":"10.1016/j.soildyn.2023.107937","title":"Roles of pre- and post-liquefaction stages in dynamic system response of liquefiable sand retained by a sheet-pile wall","year":2023,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Liquefaction; Centrifuge; Geotechnical engineering; Acceleration; Soil liquefaction; Geology; Pile; Wave loading; Plasticity; Response analysis; Structural engineering; Engineering; Submarine pipeline; Materials science","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":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005284261,0.0002240032,0.0003862138,0.0003417426,0.00002339307,0.00002001134,0.00008564883,0.0002013452,0.000001155867],"category_scores_gemma":[0.000119867,0.0002491734,0.00004824317,0.0003856668,0.00002173492,0.00009867678,0.00004631137,0.000252199,7.119369e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007478736,"about_ca_system_score_gemma":0.00001841522,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001031506,"about_ca_topic_score_gemma":0.0000728345,"domain_scores_codex":[0.9988929,0.00002527107,0.0004081587,0.0002084802,0.0001479898,0.000317178],"domain_scores_gemma":[0.9994353,0.0001596634,0.0000453738,0.0002081476,0.00004229193,0.0001092385],"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":[0.00007922299,0.000009163427,0.00008182132,0.001227899,0.00003501789,0.000006638549,0.0003197065,0.9561697,0.03884436,0.0005971282,0.000005512823,0.002623893],"study_design_scores_gemma":[0.0003476303,0.0001229203,0.02205569,0.0003358389,0.00001324304,0.000009158995,0.0002374272,0.9748935,0.00173468,0.00001516304,0.00001786495,0.0002169575],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9954004,0.000674817,0.003053765,0.0000344295,0.0001058087,0.00015835,0.0000964773,0.0004543348,0.00002157691],"genre_scores_gemma":[0.999065,0.0005735905,0.0001564068,0.000001941381,0.000005708502,0.00001723569,0.00004032745,0.00005807195,0.00008172298],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03710968,"threshold_uncertainty_score":0.9999961,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.002409054570365991,"score_gpt":0.1750442917745901,"score_spread":0.1726352372042241,"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."}}