{"id":"W4411617975","doi":"10.1016/j.oceaneng.2025.121941","title":"Predicting the lateral capacity of short step-tapered and straight piles in cohesionless soils using an FE-AI hybrid technique","year":2025,"lang":"en","type":"article","venue":"Ocean Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Soil water; Bearing capacity; Geology; Pile; Structural engineering; Engineering; Soil science","routes":{"ca_aff":true,"ca_fund":true,"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":[0.0001424046,0.0003637369,0.0001849608,0.0005745101,0.0001946848,0.0003002214,0.000382546,0.0005768008,0.0007098659],"category_scores_gemma":[0.0005133337,0.0002444718,0.0002729295,0.0002687074,0.0002837218,0.000302215,0.0002301099,0.0002000997,0.0001576995],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002152562,"about_ca_system_score_gemma":0.0003768478,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004311096,"about_ca_topic_score_gemma":0.006864285,"domain_scores_codex":[0.9999474,0.00001015194,0.000003973919,0.00000911853,0.00001998781,0.000009335224],"domain_scores_gemma":[0.9997843,0.0001133883,0.0000370788,0.00002320208,0.00003115007,0.00001090282],"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":[0.0000275411,0.00002660358,0.002925467,0.0000244032,0.00000790732,0.00009991582,0.00003070311,0.978255,0.01032962,0.0001586325,0.00003687481,0.008077333],"study_design_scores_gemma":[0.000001294929,0.0000157367,0.001008495,0.000002076758,0.000002051796,0.00001618704,0.00001328866,0.9968055,0.002031617,0.00005320459,0.00004756551,0.000003060918],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9141921,0.00006518373,0.08285218,0.00003884785,0.000006063344,0.00003066722,0.0001104095,0.0002872703,0.002417334],"genre_scores_gemma":[0.9924246,0.00002404335,0.007126506,0.000003437833,8.095251e-7,0.00001289105,0.00003911313,0.00000794708,0.00036068],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004311096,"threshold_uncertainty_score":0.008571982,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01100576318154695,"score_gpt":0.2090965525377509,"score_spread":0.1980907893562039,"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."}}