{"id":"W2068842465","doi":"10.1061/9780784412480.090","title":"Reinforced Concrete Pipe Design under Extreme Loading Conditions Using ASCE Standard 15-98 and Beyond","year":2012,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"Aecom (Canada)","funders":"","keywords":"Precast concrete; Reinforced concrete; Sanitary sewer; Drainage; Civil engineering; Tension (geology); Culvert; Engineering; Geotechnical engineering; Structural engineering; Environmental science; Compression (physics); Materials science","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"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":[0.0004703756,0.0005720938,0.000255645,0.0004728682,0.0004095569,0.00092072,0.0005634382,0.0004758641,0.003939112],"category_scores_gemma":[0.0006369192,0.0002738882,0.0002725296,0.0003333903,0.0004997453,0.0003689664,0.0006652498,0.0003582279,0.001260797],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009559445,"about_ca_system_score_gemma":0.002062103,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01428872,"about_ca_topic_score_gemma":0.04476984,"domain_scores_codex":[0.9994178,0.00007229639,0.00003355908,0.0000745766,0.0003118899,0.00008981622],"domain_scores_gemma":[0.9995611,0.00004392655,0.0000576874,0.00005643454,0.0002451704,0.00003557388],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0003365685,0.0002515442,0.03041243,0.0003429903,0.0000367854,0.001305631,0.000937364,0.4920708,0.2845367,0.009533925,0.005577743,0.1746574],"study_design_scores_gemma":[0.0001047354,0.002124691,0.06575763,0.00021865,0.0001076119,0.001146521,0.001410251,0.6208553,0.2235405,0.004585681,0.07994308,0.0002054676],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6392193,0.0001704316,0.2771079,0.0001723964,0.00006267252,0.0006314958,0.0007995183,0.003687069,0.0781493],"genre_scores_gemma":[0.9228625,0.0001494698,0.06229128,0.00003680627,0.000004653905,0.0002192213,0.0004502339,0.0001780897,0.01380774],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01428872,"threshold_uncertainty_score":0.02841109,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02671394205904522,"score_gpt":0.2333313236558692,"score_spread":0.2066173815968239,"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."}}