{"id":"W2013806270","doi":"10.1115/omae2007-29376","title":"Continuum FE Modeling of Lateral Buckling: Study of Soil Effects","year":2007,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"ca_institutions":"Geological Survey of Canada","funders":"Natural Resources Canada","keywords":"Buckling; Finite element method; Geotechnical engineering; Pipeline transport; Seabed; Structural engineering; Soil water; Soil structure interaction; Geology; Materials science; Engineering; Soil science; 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":[0.0001388847,0.0003365645,0.0003120218,0.0003548438,0.0002361838,0.0004379174,0.0005907256,0.0006877443,0.001407653],"category_scores_gemma":[0.0006906971,0.0002236043,0.0002310665,0.0002479285,0.0003607264,0.0004496304,0.0003504341,0.0003141153,0.0003090862],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003152755,"about_ca_system_score_gemma":0.0003360195,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002592715,"about_ca_topic_score_gemma":0.002821318,"domain_scores_codex":[0.9999052,0.00002023117,0.000004539422,0.0000125938,0.00004343561,0.0000139864],"domain_scores_gemma":[0.9997229,0.0001164278,0.00004366278,0.000040404,0.00005081513,0.00002592306],"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":[0.00001796858,0.00003722476,0.001228307,0.00003626223,0.00001070118,0.0001362509,0.0000652203,0.97178,0.01590946,0.002679271,0.0001733261,0.007925984],"study_design_scores_gemma":[8.632257e-7,0.000005595552,0.0002040431,0.00000199713,9.283689e-7,0.0000151786,0.000005454761,0.9986112,0.0007624773,0.0001981416,0.0001922022,0.000001935834],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3909467,0.0003654812,0.5910193,0.0001495363,0.00004099977,0.00004001679,0.0002014147,0.0006228953,0.01661368],"genre_scores_gemma":[0.9707457,0.0001772538,0.02501303,0.00002988381,0.000008166,0.00004391471,0.00007941846,0.00006982675,0.003832758],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002592715,"threshold_uncertainty_score":0.005155325,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006175906425377708,"score_gpt":0.206560609645219,"score_spread":0.2003847032198413,"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."}}