{"id":"W4385012467","doi":"10.1016/j.oceaneng.2023.115411","title":"Nonlinear analysis of horizontal bearing capacity of large-diameter rigid piles based on double conical strain wedge model","year":2023,"lang":"en","type":"article","venue":"Ocean Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"ca_institutions":"Western University","funders":"","keywords":"Bending moment; Pile; Geotechnical engineering; Conical surface; Structural engineering; Bearing capacity; Shear stress; Wedge (geometry); Shear force; Nonlinear system; Shear (geology); Geology; Mechanics; Materials science; Engineering; Geometry; Physics; Mathematics","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001537778,0.0003914721,0.000539789,0.000377745,0.0002781081,0.0004641805,0.0005992237,0.000632114,0.001278075],"category_scores_gemma":[0.0005040759,0.0002672814,0.0004699586,0.0003616211,0.000615366,0.0007698764,0.0004976815,0.0003338655,0.0001435926],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004102362,"about_ca_system_score_gemma":0.0004587848,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008235561,"about_ca_topic_score_gemma":0.004909451,"domain_scores_codex":[0.9999064,0.00001884877,0.000003550385,0.00001910665,0.0000313412,0.00002064126],"domain_scores_gemma":[0.999813,0.00006933366,0.00003310104,0.00001644831,0.00004860492,0.00001951215],"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":[0.00002869721,0.00002318362,0.000774687,0.00004298708,0.00001316816,0.0001679067,0.00002979824,0.9861223,0.00537212,0.004874188,0.0002352935,0.002315597],"study_design_scores_gemma":[5.505028e-7,0.000002749175,0.0002293959,7.657566e-7,9.489927e-7,0.000005984602,0.00000415551,0.9994069,0.000105081,0.0002153278,0.00002632989,0.000001776398],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6775609,0.0008044987,0.2933321,0.0004627723,0.0001062841,0.00004162992,0.0002430491,0.0002480107,0.02720078],"genre_scores_gemma":[0.9961221,0.0001083603,0.001052666,0.00001091088,0.00001196631,0.000007919619,0.00003892641,0.00001570259,0.00263144],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008235561,"threshold_uncertainty_score":0.0163753,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0176548536782281,"score_gpt":0.21986990353533,"score_spread":0.2022150498571019,"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."}}