{"id":"W4376129888","doi":"10.1139/cgj-2022-0020","title":"New design equations for corrugated steel culverts responding to live loads","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Culvert; Thrust; Structural engineering; Bending moment; Finite element method; Parametric statistics; Engineering; Bending; Moment (physics); Geotechnical engineering; Mathematics; Mechanical engineering; Physics","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"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":[0.0009280029,0.0009123133,0.0005389981,0.000743129,0.0004123627,0.001081164,0.001692598,0.001342238,0.006660834],"category_scores_gemma":[0.002121894,0.0006449742,0.0006752296,0.0003698762,0.0004387627,0.001064211,0.0005966517,0.001218688,0.002157096],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001313228,"about_ca_system_score_gemma":0.001830596,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008172965,"about_ca_topic_score_gemma":0.01735855,"domain_scores_codex":[0.9991824,0.0001013501,0.00007860192,0.0001099847,0.0004624086,0.00006529902],"domain_scores_gemma":[0.9991321,0.0001604689,0.0001047041,0.00005061283,0.0005333938,0.00001879854],"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":[0.00003388513,0.00007036197,0.002295764,0.000258181,0.00001309052,0.0001855255,0.0003681967,0.8313454,0.02306873,0.05456093,0.006662434,0.08113743],"study_design_scores_gemma":[0.00001782194,0.00005715435,0.0005986021,0.00003604102,0.00001589782,0.00009275351,0.0000614692,0.9682497,0.00341641,0.003998645,0.02343542,0.00001993467],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.009285014,0.0002226633,0.9699991,0.0002318712,0.0001516769,0.0002364986,0.0003605522,0.0004649426,0.01904761],"genre_scores_gemma":[0.4482487,0.00136405,0.4711228,0.0003303794,0.0001066499,0.001390681,0.0006954235,0.0004561079,0.07628514],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.008172965,"threshold_uncertainty_score":0.02228278,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02387674944549038,"score_gpt":0.2386590577175122,"score_spread":0.2147823082720218,"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."}}