{"id":"W3027236826","doi":"10.1139/cgj-2019-0625","title":"Numerical verification of the Concentric Arches model for geosynthetic-reinforced pile-supported embankments: applicability and limitations","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Subsoil; Stiffness; Geotechnical engineering; Arch; Structural engineering; Pile; Levee; Finite element method; Geology; Geosynthetics; Ultimate load; Engineering; Soil water","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":[0.000689955,0.0006393592,0.0008738934,0.0004194188,0.0004752403,0.0008137744,0.001923473,0.001495473,0.003311802],"category_scores_gemma":[0.002269704,0.0004107675,0.0005826359,0.0004344159,0.0005510356,0.0007297119,0.000681115,0.0007349657,0.0006623527],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004332692,"about_ca_system_score_gemma":0.001443496,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01582174,"about_ca_topic_score_gemma":0.008660002,"domain_scores_codex":[0.9996425,0.0001069584,0.00003156841,0.00004416405,0.0001339962,0.0000408603],"domain_scores_gemma":[0.9990375,0.0003949088,0.00009916465,0.0001659351,0.0002611562,0.00004128464],"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":[0.000080321,0.00007165986,0.002116815,0.0001420065,0.00002242796,0.0001387235,0.0000968446,0.9785957,0.007288642,0.002489108,0.0002050787,0.008752824],"study_design_scores_gemma":[0.000009097251,0.00002279741,0.0002070572,0.00001152129,0.00000407157,0.00001897653,0.00003148615,0.9979918,0.001062175,0.0002025897,0.00043368,0.000004813376],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5654002,0.0009024669,0.4027404,0.0006998712,0.0001815655,0.0003139887,0.0009441263,0.001103437,0.02771395],"genre_scores_gemma":[0.9578986,0.0002562384,0.03898362,0.00004493134,0.00001350631,0.0001410305,0.0002114028,0.00006229259,0.00238842],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01582174,"threshold_uncertainty_score":0.03145933,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0307758358768316,"score_gpt":0.2051686501047011,"score_spread":0.1743928142278695,"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."}}