{"id":"W1993941136","doi":"10.1007/s10518-007-9047-0","title":"Centrifuge modeling of seismic response of layered soft clay","year":2007,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"ca_institutions":"Western University","funders":"","keywords":"Centrifuge; Geotechnical engineering; Geology; Shear modulus; Damping ratio; Response analysis; Hydrogeology; Acceleration; Spectral acceleration; Seismic loading; Shear (geology); Settlement (finance); Seismic analysis; Peak ground acceleration; Seismology; Structural engineering; Materials science; Engineering; Composite material; Vibration","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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006743243,0.0002446491,0.0004605953,0.0002866446,0.00001605495,0.000005535282,0.0002940731,0.0001665609,0.00006089198],"category_scores_gemma":[0.0004011505,0.0002679862,0.0001712361,0.0002495346,0.00003313752,0.00002304978,0.00005143815,0.0002781641,0.000004013161],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002687709,"about_ca_system_score_gemma":0.00001566484,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003658418,"about_ca_topic_score_gemma":0.000001157174,"domain_scores_codex":[0.9983872,0.00001565178,0.0007448577,0.0001699071,0.0002788906,0.0004035063],"domain_scores_gemma":[0.9989356,0.0003357421,0.00007664724,0.0004567021,0.00008542332,0.0001098609],"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":[0.0001016707,0.00001602605,0.00002321369,0.0003247313,0.00005289423,0.000005054218,0.00007562613,0.9317931,0.06630813,0.0002932705,0.00008401767,0.000922241],"study_design_scores_gemma":[0.0006452916,0.00009594428,0.003524231,0.0002817371,0.00002607241,0.00001744947,0.00004516097,0.9099962,0.07742187,0.00005702221,0.007536157,0.0003528456],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6790261,0.0006083414,0.3194957,0.00002695291,0.0002005656,0.00009312881,0.00001227392,0.0002116165,0.0003252488],"genre_scores_gemma":[0.9899267,0.00003404716,0.009874771,0.000005529419,0.00004828217,0.00000240994,0.000003523468,0.00006219828,0.0000425593],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3109006,"threshold_uncertainty_score":0.9999772,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006385051467601297,"score_gpt":0.1886454496731586,"score_spread":0.1822603982055573,"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."}}