{"id":"W4412533762","doi":"10.1139/cgj-2025-0101","title":"Soil pressure and structural response of large-diameter buried flexible pipes considering internal pressure effects","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Geotechnical engineering; Lateral earth pressure; Internal pressure; Geology; Environmental science; Materials science; Composite material","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001697045,0.0004153126,0.0002278742,0.0003759226,0.0001776662,0.0002969537,0.0003721891,0.00048664,0.0007132232],"category_scores_gemma":[0.0006793539,0.0002172793,0.0002557973,0.0003542995,0.0004423234,0.0006260984,0.0003768853,0.0002406413,0.0001254156],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002226334,"about_ca_system_score_gemma":0.0003034845,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003522826,"about_ca_topic_score_gemma":0.002417292,"domain_scores_codex":[0.9998873,0.00001499105,0.000003705559,0.00002245154,0.00004387936,0.00002762482],"domain_scores_gemma":[0.9997993,0.00008787079,0.00003508708,0.00001960522,0.00004303118,0.00001520432],"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":[0.0002140672,0.000101664,0.0219165,0.0001197266,0.00002655236,0.0008279915,0.0003099294,0.7956399,0.1374596,0.001408258,0.0003395037,0.0416363],"study_design_scores_gemma":[0.000003897628,0.00008069957,0.01356664,0.000006185176,0.000009950219,0.00006680519,0.0001231983,0.9757938,0.009857629,0.0003325987,0.0001448694,0.00001367901],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9627419,0.00007153486,0.03522867,0.00004475543,0.000009236209,0.000008482633,0.00005997316,0.0001584016,0.001677121],"genre_scores_gemma":[0.999117,0.00003148022,0.0006167967,0.000002244741,0.000001375975,0.00000230129,0.00001575242,0.000005717903,0.0002074062],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003522826,"threshold_uncertainty_score":0.007004619,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004046624966390158,"score_gpt":0.2103004111673991,"score_spread":0.206253786201009,"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."}}