{"id":"W2566918744","doi":"10.1115/ipc2016-64249","title":"Physical Modelling on Buried Pipeline Response in Elasto-Viscoplastic Soils","year":2016,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"TransCanada (Canada); University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Soil water; Displacement (psychology); Pipeline transport; Geology; Pipeline (software); Viscoplasticity; Work (physics); Traverse; Engineering; Structural engineering; Soil science; Finite element method; Mechanical engineering","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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":[0.0002206119,0.0005170139,0.000384542,0.0004625549,0.000341405,0.0008326223,0.0007398215,0.001614915,0.002515399],"category_scores_gemma":[0.0007086323,0.0003324042,0.0005122276,0.0004964027,0.0006960017,0.0006125272,0.0004585316,0.0004866713,0.000399933],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005649916,"about_ca_system_score_gemma":0.0006890534,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01104666,"about_ca_topic_score_gemma":0.006091118,"domain_scores_codex":[0.9998521,0.00002839285,0.000009464362,0.00002989078,0.00004075134,0.00003944278],"domain_scores_gemma":[0.999727,0.0001369883,0.0000464009,0.00001958878,0.00005078428,0.00001937464],"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":[0.00003645963,0.00003237796,0.0007523946,0.00003042675,0.000003953715,0.0001373685,0.00005327833,0.9901801,0.0063964,0.0005450487,0.000091879,0.001740247],"study_design_scores_gemma":[0.000007157718,0.00003090102,0.0006771704,0.000006247164,0.000003312229,0.00001940712,0.00003087963,0.998053,0.0007622172,0.0001705476,0.0002328627,0.000006410969],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8287451,0.0003969103,0.1391789,0.00041536,0.00007648399,0.0001850938,0.0006841761,0.0005048576,0.02981312],"genre_scores_gemma":[0.9905918,0.0002520138,0.003510904,0.00002500364,0.000007404002,0.0000653774,0.00009455897,0.00002991723,0.005422921],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01104666,"threshold_uncertainty_score":0.02196473,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008205634714114068,"score_gpt":0.205804695738577,"score_spread":0.1975990610244629,"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."}}