{"id":"W4391033679","doi":"10.1007/s10706-023-02724-x","title":"Effective Stress Analyses to Assess the Stability of Progressively Raised Upstream Dikes for Tailings Impoundments with Waste Rock Inclusions","year":2024,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Dike; Geotechnical engineering; Tailings; Geology; Consolidation (business); Hydrogeology; Instability; Slope stability; Pore water pressure; Factor of safety; Tailings dam; Safety factor; Mining engineering; Petrology; Materials science; Mechanics","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":[0.0003171225,0.000425461,0.0002418601,0.0009673692,0.0004396736,0.000429565,0.0006382086,0.0004196989,0.00105756],"category_scores_gemma":[0.0006714913,0.0001975499,0.0002725893,0.0004991895,0.0003644106,0.0004663315,0.0003923287,0.0003039264,0.0001396073],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004204928,"about_ca_system_score_gemma":0.0004367226,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004300151,"about_ca_topic_score_gemma":0.01358177,"domain_scores_codex":[0.9998212,0.00002036442,0.00001344998,0.00002812395,0.00008333407,0.00003355791],"domain_scores_gemma":[0.9994451,0.0001118399,0.00006635597,0.00004787165,0.0002761241,0.00005256729],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00114932,0.0005310514,0.1492526,0.0001446479,0.0001070006,0.0007297317,0.0007535866,0.1467248,0.6286657,0.001253395,0.0003397468,0.07034832],"study_design_scores_gemma":[0.00007074011,0.001720477,0.287978,0.000027506,0.0001080951,0.0002204496,0.001480233,0.5124469,0.1940156,0.001071291,0.0007831714,0.00007754506],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9913681,0.00002100467,0.008120275,0.000006754905,0.000003858528,0.00001093576,0.00004448674,0.0000295531,0.0003950401],"genre_scores_gemma":[0.9977647,0.00001358408,0.001809847,0.000002313282,0.000001241788,0.00000729142,0.00003816317,0.00000368018,0.0003592271],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004300151,"threshold_uncertainty_score":0.008550227,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02881098297567017,"score_gpt":0.2679286239175433,"score_spread":0.2391176409418731,"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."}}