{"id":"W2169643723","doi":"10.1139/t09-008","title":"Studies on the behaviour of screw piles by the finite element method","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Pile; Finite element method; Structural engineering; Parametric statistics; Foundation (evidence); Nonlinear system; Geotechnical engineering; Ultimate tensile strength; Engineering; Materials science; Mathematics; Physics; Composite material","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001141421,0.0001917546,0.000247455,0.0001066685,0.0002118014,0.00004295551,0.0005454049,0.0001430238,0.00003766458],"category_scores_gemma":[0.0004178399,0.0001123587,0.0001461535,0.0002476726,0.00004994624,0.00003273034,0.00001862424,0.001110987,0.000009762274],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001998376,"about_ca_system_score_gemma":0.00007391856,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002189295,"about_ca_topic_score_gemma":0.0002492245,"domain_scores_codex":[0.9986565,0.00007014082,0.0004326527,0.0001197523,0.0002837867,0.0004372186],"domain_scores_gemma":[0.9988737,0.0003239878,0.00006212209,0.0003580114,0.00007836065,0.0003038505],"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":[0.00000474022,0.00002280794,0.000001568431,0.000009424631,0.00009828861,0.00003107342,0.0001055233,0.9242234,0.0006503143,0.0111148,0.03994972,0.02378836],"study_design_scores_gemma":[0.0009618216,0.001483295,0.0007967682,0.000695953,0.0003277253,0.0005426461,0.001373704,0.8046507,0.01823409,0.01982472,0.14984,0.001268586],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2094617,0.03163497,0.6016324,0.1411857,0.005549158,0.003060002,0.0006043786,0.001964217,0.004907387],"genre_scores_gemma":[0.9979043,0.0003540267,0.0005176305,0.00103459,0.00009807087,0.00001022685,0.000001744063,0.00002200317,0.00005743524],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7884426,"threshold_uncertainty_score":0.4826745,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02062992756017159,"score_gpt":0.2498710339564716,"score_spread":0.2292411063963,"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."}}