{"id":"W2323772693","doi":"10.1115/ipc2004-0144","title":"Combined Axial and Lateral Pipe-Soil Interaction Relationships","year":2004,"lang":"en","type":"article","venue":"2004 International Pipeline Conference, Volumes 1, 2, and 3","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"ca_institutions":"TransCanada (Canada); Centre For Cold Ocean Resources Engineering","funders":"","keywords":"Parametric statistics; Structural engineering; Displacement (psychology); Finite element method; Pipeline (software); Soil structure interaction; Geology; Engineering; Materials science; Geotechnical engineering; Mechanics; Physics; Mechanical engineering; Mathematics","routes":{"ca_aff":true,"ca_fund":false,"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":[0.0008166677,0.0006708595,0.0005441321,0.001128708,0.0002011504,0.0007229053,0.0007012098,0.0005546832,0.00768964],"category_scores_gemma":[0.0033256,0.0003760477,0.0005310435,0.0006895889,0.0003758943,0.001328265,0.001232553,0.0004293063,0.001681177],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002922868,"about_ca_system_score_gemma":0.0002174403,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004927727,"about_ca_topic_score_gemma":0.001198559,"domain_scores_codex":[0.998206,0.0003457515,0.00008968209,0.0002062608,0.001045096,0.0001071053],"domain_scores_gemma":[0.997627,0.001291736,0.0004653997,0.0001367777,0.0004506111,0.00002861985],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0005078216,0.0001933462,0.02201835,0.001114094,0.0001260732,0.0009297265,0.0006744686,0.4603787,0.2366532,0.01650092,0.001951798,0.2589515],"study_design_scores_gemma":[0.00002849039,0.001114045,0.02334013,0.00007766161,0.0001272727,0.001972141,0.0002559037,0.849057,0.0995262,0.009650651,0.01471706,0.0001333766],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2524353,0.0004585884,0.7068178,0.0001187675,0.00002030334,0.0001303774,0.0005069092,0.0009790214,0.03853287],"genre_scores_gemma":[0.9693947,0.0001920372,0.02287314,0.00002876063,0.000007713625,0.00009036061,0.0002006719,0.00008236236,0.007130241],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00768964,"threshold_uncertainty_score":0.02572447,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01308975447259857,"score_gpt":0.216699009344881,"score_spread":0.2036092548722824,"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."}}