{"id":"W2949610692","doi":"10.1139/cgj-2018-0593","title":"Theoretical solutions of laterally loaded fixed-head piles in elastoplastic soil considering pile-head flexural yielding","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Pile; Geotechnical engineering; Bending moment; Head (geology); Nonlinear system; Curvature; Flexural strength; Structural engineering; Moment (physics); Beam (structure); Stiffness; Yield (engineering); Displacement (psychology); Geology; Flexural rigidity; Mechanics; Engineering; Materials science; Mathematics; Geometry; Physics; Composite material; Classical mechanics","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":[0.000268914,0.0008477616,0.0004623155,0.001122028,0.0005809792,0.001001536,0.0009715785,0.001789685,0.004893487],"category_scores_gemma":[0.00122522,0.0004029828,0.0006746479,0.0007489917,0.001345871,0.0007008892,0.0009561058,0.0005448294,0.0008568738],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008701779,"about_ca_system_score_gemma":0.001034382,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007717189,"about_ca_topic_score_gemma":0.006691897,"domain_scores_codex":[0.9998746,0.00002474636,0.000005314064,0.00001693414,0.00004591076,0.00003242713],"domain_scores_gemma":[0.999745,0.0000812655,0.00004379566,0.00001618841,0.00009495673,0.00001885229],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0000215848,0.00001964592,0.0004521697,0.0001208567,0.000008068937,0.0004482764,0.0002037129,0.9434962,0.004842383,0.04379117,0.0007452348,0.00585069],"study_design_scores_gemma":[0.000004950376,0.00001328797,0.0002117489,0.00002992982,0.00000477749,0.00007429088,0.0001619694,0.9897346,0.0008859379,0.007936678,0.0009280584,0.00001362493],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2676391,0.001260737,0.5463374,0.001103087,0.0001325394,0.0001825818,0.0006648125,0.0004640666,0.1822157],"genre_scores_gemma":[0.9454162,0.0009936163,0.01890112,0.0001538548,0.00004410396,0.0001542958,0.0001976785,0.0001254481,0.03401374],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.007717189,"threshold_uncertainty_score":0.01637036,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01146694527105602,"score_gpt":0.2004986267659858,"score_spread":0.1890316814949298,"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."}}