{"id":"W4206692839","doi":"10.1002/nag.3333","title":"Shear strain dependent amplification function of earth dam‐flexible canyon system by the hybrid FEM‐SBFEM technique","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Canyon; Nonlinear system; Structural engineering; Crest; Boundary value problem; Engineering; Geology; Mathematics; Mathematical analysis; Physics","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":[0.0002001484,0.0003186271,0.0001728446,0.0003427137,0.0001578835,0.0002336492,0.0003113084,0.0003619665,0.002384957],"category_scores_gemma":[0.0002792328,0.000126709,0.0003164909,0.0001819537,0.0002705633,0.0002619267,0.0002720039,0.0002127382,0.0002422696],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001429706,"about_ca_system_score_gemma":0.0002306544,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001651529,"about_ca_topic_score_gemma":0.002104221,"domain_scores_codex":[0.9999328,0.00001849797,0.000002373016,0.00000882129,0.00002912571,0.000008439969],"domain_scores_gemma":[0.9999007,0.00004164121,0.00001519104,0.00001107971,0.00002600344,0.000005482032],"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":[0.00008096642,0.00006309714,0.004347591,0.0001622235,0.00003979863,0.0003789222,0.000296975,0.8233047,0.09936676,0.01234746,0.000840051,0.05877143],"study_design_scores_gemma":[0.000001715959,0.0000124758,0.0003966775,0.000005441918,0.000002152454,0.00002898217,0.00001387373,0.9968664,0.002060515,0.0002539874,0.0003544362,0.000003372146],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2303303,0.0002100607,0.7578922,0.000114983,0.00002945469,0.00003594489,0.00008217917,0.0003997768,0.01090505],"genre_scores_gemma":[0.9418256,0.0001469825,0.0547665,0.00001837141,0.000009126705,0.00003579747,0.00004434754,0.00002959321,0.003123671],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002384957,"threshold_uncertainty_score":0.007978499,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02160257845962258,"score_gpt":0.3142284762176141,"score_spread":0.2926258977579915,"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."}}