{"id":"W7108214370","doi":"10.1016/j.soildyn.2025.109996","title":"Simplified analysis and determination of M–y curves for large-diameter monopile in sand","year":2025,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"ca_institutions":"Western University","funders":"National Science Fund for Distinguished Young Scholars","keywords":"Stiffness; Tangent; Offshore wind power; Foundation (evidence); Displacement (psychology); Bending moment; Nonlinear system","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":[0.0002082189,0.0004554262,0.0005914785,0.0007170472,0.0004480236,0.0006332582,0.0008573682,0.0008311681,0.004106349],"category_scores_gemma":[0.001057887,0.0003038635,0.0006023363,0.0005847873,0.0004688934,0.0005699193,0.0004876769,0.000389477,0.0008329529],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007011589,"about_ca_system_score_gemma":0.0005353143,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00999938,"about_ca_topic_score_gemma":0.006831207,"domain_scores_codex":[0.9999046,0.00002457373,0.000003770114,0.00001282517,0.00003473614,0.00001949103],"domain_scores_gemma":[0.9997693,0.0001063983,0.00002022591,0.0000342795,0.00005914117,0.00001064366],"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":[0.00006593503,0.00002790987,0.001513136,0.000141343,0.00002255025,0.0006514211,0.0002143107,0.9063883,0.01927261,0.04494694,0.001875573,0.02488012],"study_design_scores_gemma":[0.000003645039,0.000006708486,0.0006263707,0.000005607641,0.000003773995,0.00005582406,0.00002550416,0.9946916,0.001060671,0.002333816,0.001180053,0.000006523765],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1668805,0.0009316246,0.7901185,0.0002393892,0.00007098141,0.00009854229,0.0003468374,0.001136554,0.04017712],"genre_scores_gemma":[0.9433859,0.0005126593,0.0416835,0.00004634833,0.0000372376,0.00006077581,0.0001470836,0.0002440326,0.01388255],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00999938,"threshold_uncertainty_score":0.01988238,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.003185825834502254,"score_gpt":0.1960454250691744,"score_spread":0.1928595992346722,"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."}}