{"id":"W2072041128","doi":"10.1007/s10706-011-9471-4","title":"Physical and Numerical Modeling of Seismic Soil-Structure Interaction in Layered Soils","year":2011,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"ca_institutions":"Western University; Carleton University","funders":"","keywords":"Centrifuge; Earthquake shaking table; Geotechnical engineering; Foundation (evidence); Soil structure interaction; Geology; Stiffness; Nonlinear system; Interaction model; Hydrogeology; Seismic loading; Soil water; Seismic wave; Seismic analysis; Numerical modeling; Structural engineering; Finite element method; Seismology; Soil science; Engineering; Geophysics; Computer science","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009958963,0.0002687717,0.0004563772,0.0001348416,0.00002092556,0.00000971878,0.0001323509,0.0002658536,0.00001230562],"category_scores_gemma":[0.0001072599,0.000236936,0.00006495427,0.0002348294,0.00004248218,0.0001036844,0.0001236219,0.00072417,0.000001660424],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002347909,"about_ca_system_score_gemma":0.000004348169,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006208482,"about_ca_topic_score_gemma":0.000002636117,"domain_scores_codex":[0.9988258,0.00001366314,0.0003631941,0.0002915578,0.0001243479,0.0003814058],"domain_scores_gemma":[0.9995537,0.00007777059,0.00002380608,0.0001761331,0.00001938414,0.0001491662],"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":[0.00001508511,0.00003314444,0.00001956513,0.00009481201,0.00001392656,0.0000113412,0.0001074658,0.9920881,0.003430616,0.001420079,0.000001248051,0.002764646],"study_design_scores_gemma":[0.0002550989,0.00009444178,0.0009344226,0.00006673314,0.00001286117,0.00004733014,0.00002134369,0.994068,0.001790767,0.002412995,0.00003193844,0.0002640662],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8935199,0.0002262307,0.1055088,0.00002159184,0.00009054173,0.0001029028,0.000004818149,0.0004175789,0.0001076794],"genre_scores_gemma":[0.9985887,0.00009287927,0.001214687,0.00001365288,0.00004091067,0.00001607461,0.000003043084,0.00002740639,0.000002590104],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1050689,"threshold_uncertainty_score":0.966197,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01299708184239331,"score_gpt":0.1902773145226373,"score_spread":0.177280232680244,"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."}}