{"id":"W1847869713","doi":"10.1139/cgj-2012-0448","title":"Stability assessment of slopes with cracks using limit analysis","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":192,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Division of Civil, Mechanical and Manufacturing Innovation; University of Minnesota; National Science Foundation","keywords":"Geotechnical engineering; Limit analysis; Slope stability; Slope stability analysis; Geology; Stability (learning theory); Materials science; Structural engineering; Finite element method; Engineering","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":[0.0007693288,0.0003885616,0.0004343752,0.002201215,0.0003220049,0.0005987641,0.0004261425,0.000286214,0.001545349],"category_scores_gemma":[0.002536825,0.0002358067,0.000437653,0.0006741391,0.000376986,0.0005708429,0.0006502607,0.0002738736,0.0002608407],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003050001,"about_ca_system_score_gemma":0.0003028871,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002124346,"about_ca_topic_score_gemma":0.00202654,"domain_scores_codex":[0.9996198,0.00007878962,0.00002575227,0.00004270709,0.0002070946,0.0000258054],"domain_scores_gemma":[0.9987872,0.0005190782,0.000154441,0.00009632936,0.0004060184,0.00003696975],"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":[0.0003564819,0.0001131538,0.02935605,0.0003262377,0.00008174112,0.0003383108,0.0005019414,0.5366613,0.2295148,0.007477012,0.0008274249,0.1944456],"study_design_scores_gemma":[0.000006663875,0.0001304221,0.00976671,0.000022188,0.00002215036,0.0001619407,0.00005684641,0.965201,0.02030488,0.003283746,0.001005576,0.00003791629],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3838802,0.000276197,0.6093751,0.00002611772,0.000009203837,0.00009885096,0.0002466044,0.001175491,0.004912139],"genre_scores_gemma":[0.9192657,0.0001417426,0.07925245,0.00000532279,0.000005209578,0.00007772653,0.0001950312,0.00007395846,0.0009827378],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002201215,"threshold_uncertainty_score":0.00516969,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01081255284496763,"score_gpt":0.2106961722438675,"score_spread":0.1998836193988998,"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."}}