{"id":"W4307299173","doi":"10.1002/eqe.3758","title":"Flexible support of a pile embedded in unsaturated soil under Rayleigh waves","year":2022,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University","funders":"Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; National Natural Science Foundation of China","keywords":"Pile; Bending moment; Geotechnical engineering; Structural engineering; Mechanics; Rayleigh wave; Engineering; Geology; Wave propagation; Physics; Optics","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":[0.0002037445,0.0003706997,0.000472236,0.0003597117,0.00006903311,0.00002625,0.0003607685,0.0001460327,0.0001546341],"category_scores_gemma":[0.00004131874,0.0004205135,0.0001394959,0.0009041611,0.00002413392,0.000125341,0.0001305402,0.0009021613,0.000005818216],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002759319,"about_ca_system_score_gemma":0.000042527,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004201851,"about_ca_topic_score_gemma":0.00003927303,"domain_scores_codex":[0.9981309,0.00002601078,0.0005693245,0.0002939781,0.0003796892,0.0006000873],"domain_scores_gemma":[0.9993072,0.00007385055,0.00005507214,0.0004090028,0.00003710302,0.0001177539],"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":[0.00001191399,0.00001061445,0.00002878493,0.0001085279,0.00003880976,0.00001907377,0.0001574752,0.9837525,0.00129747,0.004533918,0.00004495324,0.009995953],"study_design_scores_gemma":[0.000567815,0.0001146264,0.03800524,0.00002367736,0.00001520249,0.00005763259,0.0001369102,0.9588982,0.0008823009,0.0004272336,0.0003707217,0.0005004238],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9890018,0.0001461037,0.008189524,0.00003349843,0.001171197,0.0002064047,0.0001181952,0.0009274189,0.0002058291],"genre_scores_gemma":[0.9984768,0.00002041678,0.0009159589,0.00001835081,0.00004181319,0.0000402917,0.0001730626,0.0001066782,0.0002066013],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03797645,"threshold_uncertainty_score":0.9998246,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004345317144236779,"score_gpt":0.1806895071011988,"score_spread":0.176344189956962,"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."}}