{"id":"W4403866685","doi":"10.1680/jgeen.24.00319","title":"Stability analysis of tailings dams using limit equilibrium and finite element methods","year":2024,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Geotechnical Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"Agnico Eagle (Canada); WSP (Canada)","funders":"","keywords":"Tailings; Finite element method; Limit (mathematics); Stability (learning theory); Tailings dam; Environmental science; Mathematics; Geology; Engineering; Structural engineering; Materials science; Computer science; Mathematical analysis; Metallurgy","routes":{"ca_aff":true,"ca_fund":false,"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":[0.0009179456,0.0005652738,0.0005248975,0.001454151,0.000421513,0.0006868955,0.0008225909,0.0008180696,0.002255318],"category_scores_gemma":[0.002203028,0.0004000731,0.0006370185,0.0004812704,0.0005397262,0.0006218677,0.000786942,0.0003852269,0.0003398483],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005071633,"about_ca_system_score_gemma":0.0007593359,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006205505,"about_ca_topic_score_gemma":0.006487418,"domain_scores_codex":[0.9995721,0.0001300567,0.00002894828,0.00004628407,0.000187899,0.00003467578],"domain_scores_gemma":[0.9990655,0.000576021,0.00008179742,0.00005122014,0.0002057164,0.00001975971],"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":[0.00007620776,0.00005276538,0.003508632,0.0001231076,0.00002790834,0.0001013492,0.0001894901,0.9429863,0.01318847,0.003537697,0.0001445341,0.03606351],"study_design_scores_gemma":[0.00000268738,0.00001913577,0.0003301744,0.000007848289,0.000002372906,0.00001105287,0.00002697511,0.9975461,0.001366008,0.0004260458,0.0002567025,0.000004781731],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2708228,0.000219959,0.7193376,0.00008534811,0.00001736572,0.0001226498,0.0001773047,0.0004878348,0.008729055],"genre_scores_gemma":[0.8749743,0.0001572033,0.1218753,0.00001974102,0.000008243261,0.0002055765,0.0001738259,0.00008015335,0.00250566],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.006205505,"threshold_uncertainty_score":0.01233876,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02201876246501669,"score_gpt":0.2547573438365691,"score_spread":0.2327385813715524,"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."}}