{"id":"W2099289255","doi":"10.1061/(asce)1090-0241(2005)131:2(260)","title":"Numerical Modeling of Pipe–Soil Interaction under Oblique Loading","year":2005,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Oblique case; Geotechnical engineering; Finite element method; Geology; Pipeline transport; Hardening (computing); Displacement (psychology); Soil structure interaction; Plasticity; Structural engineering; Engineering; Materials science","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":[0.0002073522,0.0003698734,0.000418628,0.0003625578,0.0003649486,0.0006100057,0.0005501164,0.0009479035,0.001587628],"category_scores_gemma":[0.001008645,0.0003223827,0.0002984861,0.0003988877,0.0007194843,0.0005297877,0.0007564058,0.0003399064,0.000276429],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003735668,"about_ca_system_score_gemma":0.000502655,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004251376,"about_ca_topic_score_gemma":0.0022277,"domain_scores_codex":[0.9998255,0.00003360225,0.000008826873,0.00002371055,0.00006385136,0.00004451243],"domain_scores_gemma":[0.9997213,0.0001122033,0.00006618216,0.00002713974,0.00004385614,0.00002934288],"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":[0.00003268542,0.00002022169,0.001188225,0.00001884524,0.000005358329,0.0001529206,0.00004932787,0.9875578,0.006911873,0.001667193,0.00007764116,0.002317973],"study_design_scores_gemma":[0.000003068225,0.0000117978,0.0004279242,0.000001855929,0.00000196791,0.00001487218,0.00001399544,0.9986982,0.0004637534,0.0002473575,0.0001119156,0.000003169835],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8323826,0.0001849194,0.1475966,0.0001647248,0.00003999303,0.00004556345,0.0001629207,0.0002132592,0.01920941],"genre_scores_gemma":[0.9943889,0.00007795896,0.003516648,0.000009886022,0.000006501969,0.00001836372,0.00003527406,0.00001702768,0.001929395],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004251376,"threshold_uncertainty_score":0.00845331,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00510723220670466,"score_gpt":0.1856746617574147,"score_spread":0.18056742955071,"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."}}