{"id":"W3145655139","doi":"10.1016/j.engstruct.2021.112226","title":"Earth pressure distribution around flexible arch pipes","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Culvert; Lateral earth pressure; Trench; Arch; Finite element method; Engineering; Geotechnical engineering; Structural engineering; Stiffness; Parametric statistics; Excavation; Compaction; Bridge (graph theory); Geology; Civil 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":[0.00007193212,0.0001479273,0.0002388225,0.0005361928,0.0003099869,0.0004033616,0.0002591286,0.000356283,0.002826863],"category_scores_gemma":[0.0004746902,0.0001223821,0.0001253652,0.0004664733,0.0004983287,0.0003966635,0.0003273121,0.0002784809,0.0002280322],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000203342,"about_ca_system_score_gemma":0.0001214183,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00152805,"about_ca_topic_score_gemma":0.0006976461,"domain_scores_codex":[0.9999231,0.000009036372,0.000002000173,0.00001761468,0.00002258321,0.00002562969],"domain_scores_gemma":[0.9997374,0.0001277928,0.00002927369,0.0000164719,0.0000568513,0.00003213167],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.006958585,0.0003936811,0.06341021,0.0002686872,0.0001079813,0.004964883,0.001473704,0.4310202,0.4381411,0.009460814,0.002071235,0.04172893],"study_design_scores_gemma":[0.0001792989,0.001321099,0.3589349,0.00002729091,0.0000820783,0.0006817105,0.001718363,0.5238584,0.1086203,0.002363315,0.002116062,0.00009715866],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.994836,0.00002878986,0.001513454,0.00002243845,0.000005391563,0.000003306506,0.00008109297,0.00004162784,0.00346808],"genre_scores_gemma":[0.9992726,0.00001374024,0.00007567683,0.000001538042,0.000002560983,9.488887e-7,0.00003895914,0.000003790924,0.0005902456],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002826863,"threshold_uncertainty_score":0.009456813,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004951745403096632,"score_gpt":0.1922941877808627,"score_spread":0.1873424423777661,"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."}}