{"id":"W4316170930","doi":"10.1139/cgj-2021-0014","title":"Development of unified <i>p–y</i> curve model for clays using finite element analysis of laterally loaded piles","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Tangent; Geotechnical engineering; Finite element method; Parametric statistics; Pile; Stiffness; Nonlinear system; Mathematics; Structural engineering; Geology; Geometry; Engineering; Physics; Statistics","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002567503,0.0007723689,0.0007036462,0.0009019855,0.0004001184,0.0009420216,0.001572019,0.001454876,0.001580928],"category_scores_gemma":[0.0006007164,0.0005610075,0.001040112,0.0005767211,0.0004321326,0.000850067,0.0006001624,0.0004959674,0.0008306828],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006109378,"about_ca_system_score_gemma":0.0009677965,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01233094,"about_ca_topic_score_gemma":0.00951442,"domain_scores_codex":[0.9998097,0.00002770636,0.00001489075,0.00003679483,0.00008065984,0.00003027145],"domain_scores_gemma":[0.9997856,0.00004881802,0.00003857796,0.0000229505,0.00009075913,0.00001326699],"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":[0.00001232904,0.00001989765,0.0006849478,0.00005000522,0.000009699152,0.0001134096,0.00007719866,0.9799181,0.008301887,0.002125326,0.0002553044,0.008431966],"study_design_scores_gemma":[0.000001323303,0.000007244174,0.0001386108,0.000005474785,0.000003256718,0.00002092035,0.00001488628,0.9980296,0.0008830999,0.0002015763,0.0006885772,0.000005396207],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.05237778,0.0002004436,0.93688,0.00007262716,0.00003131547,0.00009732759,0.0002517864,0.0009034114,0.009185422],"genre_scores_gemma":[0.8854355,0.0005482429,0.1027421,0.00005706184,0.0000212406,0.0003434244,0.0005130533,0.0003633563,0.009975898],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01233094,"threshold_uncertainty_score":0.02451837,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03493862507071094,"score_gpt":0.2363821962215813,"score_spread":0.2014435711508704,"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."}}