{"id":"W636679090","doi":"","title":"Use of CANDE and Design Codes to Assess Stability of Deteriorated Metal Culverts","year":2012,"lang":"en","type":"article","venue":"Transportation Research Board 91st Annual MeetingTransportation Research Board","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Culvert; Thrust; Finite element method; Structural engineering; Engineering; Compression (physics); Geotechnical engineering; Design load; Numerical analysis; Geology; Materials science; Mathematics; Mechanical engineering; Composite material","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001962145,0.0006442742,0.0004308315,0.001628581,0.0004501149,0.0007096694,0.0009932427,0.0006213821,0.003515109],"category_scores_gemma":[0.005879979,0.0004024745,0.0004081898,0.0006281545,0.0006260808,0.0006097474,0.0006249035,0.0004709732,0.0003847606],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001287242,"about_ca_system_score_gemma":0.001243322,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005406467,"about_ca_topic_score_gemma":0.009857686,"domain_scores_codex":[0.9989367,0.0001222242,0.00006080575,0.0001477114,0.0006833084,0.00004915219],"domain_scores_gemma":[0.9961721,0.001547612,0.0003692875,0.0005669419,0.001222423,0.0001215194],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0005063029,0.0002223166,0.04308492,0.0002150972,0.00004230349,0.0002101229,0.0002119299,0.7756695,0.03322707,0.004570058,0.002695305,0.139345],"study_design_scores_gemma":[0.00005601384,0.0003041431,0.009555753,0.00002542358,0.00001137756,0.0001048053,0.000061108,0.9692699,0.01788349,0.000466853,0.002217358,0.00004374385],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"other","genre_scores_codex":[0.7456326,0.0001751773,0.2231964,0.0002088422,0.00007577689,0.0003787969,0.00158754,0.004075191,0.02466961],"genre_scores_gemma":[0.8679548,0.0000627337,0.1277585,0.00003840207,0.000004316201,0.0001891116,0.0007694087,0.0001648629,0.003057818],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.005406467,"threshold_uncertainty_score":0.01175916,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.1408358233529041,"score_gpt":0.3539686987651376,"score_spread":0.2131328754122335,"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."}}