{"id":"W2516143570","doi":"10.1139/cgj-2016-0059","title":"Multi-directional force–displacement response of underground pipe in sand","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":89,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Division of Civil, Mechanical and Manufacturing Innovation; National Science Foundation","keywords":"Geotechnical engineering; Geology; Dimensionless quantity; Displacement (psychology); Pipeline transport; Slip (aerodynamics); Mechanics; Engineering","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005270403,0.0001875561,0.0002460543,0.0004809716,0.00007003748,0.00003081798,0.0002533274,0.0002448921,0.0001499054],"category_scores_gemma":[0.0002714169,0.0001459119,0.0001115772,0.000261655,0.00008577245,0.0001190101,0.00001825351,0.0004602908,0.000007628299],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008061043,"about_ca_system_score_gemma":0.0002452746,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001157787,"about_ca_topic_score_gemma":0.004058072,"domain_scores_codex":[0.9985936,0.00004589276,0.0004620425,0.0001594811,0.0002204757,0.0005184607],"domain_scores_gemma":[0.9989778,0.0002075055,0.00004208253,0.0002096244,0.00004947047,0.0005134507],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0003290114,0.00006052113,0.0007901432,0.00006009317,0.0001389285,0.000285509,0.00006279535,0.7181163,0.2613821,0.001154167,0.004199775,0.01342058],"study_design_scores_gemma":[0.01919053,0.001463199,0.4373009,0.002825817,0.0001661561,0.005703,0.0004027907,0.3125213,0.03560896,0.02460116,0.1558195,0.004396712],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6202896,0.0008932492,0.3748074,0.001880335,0.001048146,0.0002536699,0.00006152751,0.0002647443,0.0005013149],"genre_scores_gemma":[0.9977849,0.0001044753,0.001594698,0.00004833379,0.00007318543,0.000007503953,0.000001125194,0.00003138365,0.0003544404],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4365108,"threshold_uncertainty_score":0.5950116,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00911764447729855,"score_gpt":0.2122965293362956,"score_spread":0.2031788848589971,"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."}}