{"id":"W2011929450","doi":"10.1139/t08-050","title":"A numerical study into lateral cyclic nonlinear soil–pile response","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":75,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia; Western University","funders":"University of California, Davis; Università degli Studi di Pavia","keywords":"Pile; Geotechnical engineering; Foundation (evidence); Stiffness; Geology; Nonlinear system; Structural engineering; Engineering","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"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":[0.0002247264,0.0002280031,0.0002833709,0.0003469328,0.0003787343,0.0002983339,0.0003993581,0.0007623691,0.002398049],"category_scores_gemma":[0.001528821,0.000150206,0.0002477702,0.0004188302,0.0006590579,0.0003536732,0.0004132091,0.000279359,0.0001429027],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003859422,"about_ca_system_score_gemma":0.0003718373,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006548261,"about_ca_topic_score_gemma":0.005573751,"domain_scores_codex":[0.9998958,0.00002410769,0.000004822306,0.0000125742,0.00003440903,0.0000282311],"domain_scores_gemma":[0.9993136,0.0004062577,0.00008741648,0.0000548262,0.00009442037,0.00004338161],"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":[0.0001357628,0.0001143812,0.005535232,0.0001015321,0.00002011281,0.0006343942,0.0001706151,0.9610041,0.02209597,0.002518819,0.0004463423,0.007222665],"study_design_scores_gemma":[0.000008075694,0.00005038585,0.001370062,0.000004014867,0.000003570822,0.00005408216,0.00007015404,0.9965008,0.001549194,0.0001944895,0.0001875262,0.000007531647],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9748511,0.00008655566,0.01385226,0.0001708557,0.00001983255,0.00003128572,0.0001039976,0.00009290646,0.0107912],"genre_scores_gemma":[0.9962764,0.00003229264,0.002873038,0.00001627726,0.000003454634,0.00001008439,0.00002662338,0.000008097795,0.0007536751],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006548261,"threshold_uncertainty_score":0.01302028,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008208886012168817,"score_gpt":0.2095351966200227,"score_spread":0.2013263106078539,"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."}}