{"id":"W2060298397","doi":"10.1002/gete.201000019","title":"The behavior of a spread footing over reinforced ground with gravel interface during a strong earthquake","year":2011,"lang":"en","type":"article","venue":"geotechnik","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Pile; Geotechnical engineering; Bending moment; Geology; Foundation (evidence); Pier; Structural engineering; Finite element method; Pile cap; Engineering","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000120275,0.0002365707,0.0002133437,0.00008143449,0.0001287667,0.00003677684,0.0003078634,0.0001352735,0.00002330251],"category_scores_gemma":[0.00002298925,0.0001704535,0.00008275107,0.0001993111,0.00009771145,0.0001057286,0.00007061518,0.0004001463,0.000003356905],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000410706,"about_ca_system_score_gemma":0.0000108355,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001743811,"about_ca_topic_score_gemma":0.00004612476,"domain_scores_codex":[0.9988518,0.000008483577,0.0003305931,0.0001776591,0.0002116606,0.0004198448],"domain_scores_gemma":[0.9993296,0.00003859448,0.00006494731,0.0004591973,0.00003510383,0.00007257974],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0004038434,0.00007727611,0.0008006991,0.0007994164,0.0005968199,0.0001013887,0.002378617,0.7302834,0.1910603,0.03558218,0.0001106564,0.03780531],"study_design_scores_gemma":[0.004628042,0.00148202,0.4621623,0.001272274,0.0005144719,0.0006985752,0.002105607,0.1077788,0.4093023,0.001625818,0.005088102,0.00334169],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9616446,0.0001490634,0.03577332,0.000004298688,0.0001257451,0.0003017993,0.000005037352,0.0006236768,0.001372469],"genre_scores_gemma":[0.9982033,0.00001809828,0.001403239,0.000001831723,0.00002785925,0.00008023209,0.000001465544,0.00005152296,0.0002123861],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6225047,"threshold_uncertainty_score":0.6950891,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009629457334415415,"score_gpt":0.1949348816349475,"score_spread":0.1853054243005321,"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."}}