{"id":"W2054486485","doi":"10.1007/s10706-010-9311-y","title":"Seismic Response Analysis of Pile Foundations","year":2010,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"ca_institutions":"BC Hydro (Canada); University of British Columbia; Klohn Crippen Berger (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada; University of California, Davis","keywords":"Pile; Centrifuge; Geotechnical engineering; Foundation (evidence); Hydrogeology; Response analysis; Geology; Seismic analysis; Pile cap; Structural engineering; Nonlinear system; Engineering","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000076204,0.000218033,0.000177373,0.0003171125,0.0001403413,0.0002096529,0.0002207185,0.000403071,0.002632255],"category_scores_gemma":[0.0004614044,0.0001366211,0.0001914278,0.0002495861,0.0002171633,0.0001705705,0.0002622596,0.0002274583,0.0004576609],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001729231,"about_ca_system_score_gemma":0.000153521,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001530304,"about_ca_topic_score_gemma":0.001346157,"domain_scores_codex":[0.9999268,0.00001704088,0.000001415434,0.000005567805,0.00002882872,0.00002032464],"domain_scores_gemma":[0.9998981,0.00004556089,0.000009497385,0.000008676032,0.00002628326,0.00001180189],"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":[0.0004736333,0.0001138677,0.003522926,0.0001058725,0.00003980887,0.0005511629,0.0001395737,0.7626859,0.1887277,0.005895432,0.00125766,0.03648648],"study_design_scores_gemma":[0.000004801636,0.00005155107,0.003246029,0.000003891782,0.000005924747,0.00008531876,0.00008815031,0.9882278,0.007442046,0.0005371345,0.0003007568,0.000006745913],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9019942,0.00009216606,0.08283132,0.0001275407,0.00001412115,0.00001687399,0.0001094321,0.0002245347,0.01458989],"genre_scores_gemma":[0.9961687,0.00003025865,0.001632737,0.000007414147,0.000003010079,0.000002940988,0.00004221334,0.00001104059,0.002101628],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002632255,"threshold_uncertainty_score":0.008805811,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005932359224659979,"score_gpt":0.2032226532753016,"score_spread":0.1972902940506416,"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."}}