{"id":"W1980734421","doi":"10.1139/t08-043","title":"Mobilization of soil loads on buried, polyethylene natural gas pipelines subject to relative axial displacements","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Pipeline transport; Geotechnical engineering; Soil structure interaction; Canalisation; Polyethylene; Full scale; Structural engineering; Geology; Engineering; Materials science; Finite element method; Composite material; Mechanical engineering","routes":{"ca_aff":true,"ca_fund":false,"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":[0.0002817172,0.0003612209,0.0003207117,0.0003295172,0.0002240976,0.0002706094,0.0003408999,0.0004121158,0.0009096676],"category_scores_gemma":[0.001333782,0.0002172215,0.0001865151,0.0002388464,0.0006616722,0.0003816974,0.000505785,0.0001645877,0.0001209008],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002979758,"about_ca_system_score_gemma":0.0002626324,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002117165,"about_ca_topic_score_gemma":0.002711635,"domain_scores_codex":[0.9998603,0.00002859859,0.00000889051,0.00002002499,0.00004778186,0.00003438593],"domain_scores_gemma":[0.9996462,0.0001931486,0.0000616434,0.00003022906,0.00004245283,0.00002637168],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.001818263,0.0002663292,0.01522699,0.000324999,0.00003480447,0.001637201,0.0009691868,0.3958733,0.5457589,0.0006026893,0.0003399765,0.03714735],"study_design_scores_gemma":[0.00008216395,0.002264376,0.04021662,0.00003668107,0.00003020602,0.0002888421,0.0007312682,0.8237454,0.1316971,0.0004409584,0.0004259502,0.00004048416],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9983205,0.00001374619,0.001356507,0.000009704557,0.00000148526,0.000006645989,0.00002521709,0.000019439,0.0002468422],"genre_scores_gemma":[0.9993746,0.00002351822,0.0003088128,0.000002018412,8.505036e-7,0.000004921828,0.00001965216,0.000003772128,0.0002619316],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002117165,"threshold_uncertainty_score":0.004209697,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00778091009410673,"score_gpt":0.2066218815156844,"score_spread":0.1988409714215777,"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."}}