{"id":"W2186453093","doi":"10.1139/cgj-2015-0050","title":"A novel displacement-based rigorous limit equilibrium method for three-dimensional landslide stability analysis","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Landslide; Geotechnical engineering; Discretization; Nonlinear system; Displacement (psychology); Slope stability; Geology; Factor of safety; Shear (geology); Strength reduction; Safety factor; Slope stability analysis; Direct shear test; Mechanics; Structural engineering; Mathematics; Engineering; Mathematical analysis; Finite element method; Physics","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":[0.0007521997,0.0006687575,0.0006410943,0.0009417232,0.0004183654,0.0005665505,0.001217312,0.0006400925,0.002453946],"category_scores_gemma":[0.001325664,0.0002895725,0.0006703786,0.000454578,0.000660773,0.000873965,0.0009567851,0.0007731753,0.000667848],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000400571,"about_ca_system_score_gemma":0.000930915,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002370244,"about_ca_topic_score_gemma":0.002583379,"domain_scores_codex":[0.9996692,0.00009055474,0.00001883136,0.00004746528,0.0001530022,0.00002098594],"domain_scores_gemma":[0.9996136,0.000148233,0.0000395657,0.00003577103,0.0001440439,0.00001886267],"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":[0.00008281236,0.0001563799,0.001723528,0.0004371138,0.0001096344,0.0002987469,0.0003892861,0.4751711,0.06163277,0.2078045,0.00203249,0.2501616],"study_design_scores_gemma":[0.000007156094,0.00002841053,0.00009946929,0.000006621531,0.00000599155,0.00003343645,0.00001632488,0.9879703,0.001967544,0.00815246,0.001701205,0.00001106054],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.002686008,0.00005370591,0.9963228,0.00001389851,0.000008020666,0.00001598008,0.000009568394,0.00005486391,0.0008351447],"genre_scores_gemma":[0.264518,0.0004057669,0.7289364,0.00006700548,0.00003955983,0.0003792627,0.0001459132,0.0001697461,0.005338352],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.002453946,"threshold_uncertainty_score":0.008209288,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02805548202881549,"score_gpt":0.2468243810840084,"score_spread":0.2187688990551929,"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."}}