{"id":"W4416375494","doi":"10.1016/j.soildyn.2025.109932","title":"Nonlinear site response of soil columns with normally consolidated clay layers exhibiting strength loss","year":2025,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Toronto","funders":"","keywords":"Parametric statistics; Nonlinear system; Ground motion; Strength reduction; Acceleration; Spectral shape analysis; Strength of materials; Spectral acceleration; Magnitude (astronomy)","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":[0.0001516994,0.0002422277,0.0002039331,0.0002996144,0.0001480011,0.0003092074,0.0002901982,0.0003811573,0.0009054111],"category_scores_gemma":[0.0007533869,0.0001587535,0.0002808748,0.0001936285,0.0003137929,0.0002346521,0.0002603961,0.0002047697,0.0001101913],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000268541,"about_ca_system_score_gemma":0.0001840957,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006005502,"about_ca_topic_score_gemma":0.006441397,"domain_scores_codex":[0.9999311,0.00001075324,0.00000456464,0.00001628887,0.00001764431,0.00001962861],"domain_scores_gemma":[0.9996864,0.0001466496,0.00005173445,0.0000350792,0.00004184572,0.00003837431],"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":[0.000268476,0.0001686339,0.05387892,0.00006937506,0.00005073555,0.0004981696,0.0001333669,0.8706414,0.06449556,0.0002550955,0.0002053579,0.009335048],"study_design_scores_gemma":[0.0000134345,0.0001328994,0.02776438,0.000003598025,0.000009933839,0.00007877505,0.0001226683,0.9651253,0.006531376,0.00008651457,0.0001165297,0.00001446328],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980484,0.000008873164,0.001460677,0.000009627403,0.000001681497,0.000005178835,0.00007783245,0.00003387934,0.0003538007],"genre_scores_gemma":[0.9991209,0.000008793473,0.000577433,0.000004294,7.302678e-7,0.000003425578,0.00008308143,0.000005828428,0.0001954803],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006005502,"threshold_uncertainty_score":0.01194108,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.002402741644329065,"score_gpt":0.1774455906634234,"score_spread":0.1750428490190944,"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."}}