{"id":"W2333184816","doi":"10.1139/cgj-2012-0256","title":"Full-scale physical testing of a buried reinforced concrete pipe under axle load","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Serviceability (structure); Geotechnical engineering; Axle load; Axle; Bending moment; Cracking; Structural engineering; Ultimate tensile strength; Geology; Truck; Materials science; Composite material; Engineering","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":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001821082,0.0002814831,0.0004130425,0.0001929333,0.0001397335,0.0001124235,0.0004248249,0.0002928078,0.0001995436],"category_scores_gemma":[0.0002557811,0.0002630435,0.0001809712,0.0004093801,0.0001416478,0.000189512,0.00003436097,0.001117903,0.00005033314],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004129093,"about_ca_system_score_gemma":0.0003349958,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005477105,"about_ca_topic_score_gemma":0.0003166421,"domain_scores_codex":[0.998176,0.00002210438,0.0004955247,0.000191493,0.0003621444,0.0007527655],"domain_scores_gemma":[0.9982007,0.0001523713,0.00007424357,0.0003432282,0.0002284717,0.001000958],"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":[0.000007086924,0.000001889957,0.000007480478,0.00004406793,0.00006251532,0.00002734778,0.00005875425,0.8775181,0.1149978,0.0008896858,0.003377039,0.003008334],"study_design_scores_gemma":[0.0007510709,0.0002966587,0.002111944,0.0001703486,0.0000577588,0.0008342788,0.0001045735,0.9795361,0.004202701,0.00478217,0.00644061,0.0007118331],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9361518,0.0002696445,0.05678895,0.000873327,0.0005153158,0.0003622498,0.00002259682,0.0006407088,0.004375407],"genre_scores_gemma":[0.9969948,0.0000100277,0.002318091,0.0001304562,0.0003533382,0.00001297343,0.00000308236,0.00005429726,0.000122929],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1107951,"threshold_uncertainty_score":0.9999822,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007607841586188254,"score_gpt":0.187471813945752,"score_spread":0.1798639723595637,"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."}}