{"id":"W3211341439","doi":"","title":"Settlement of tailings slurries by creep compression","year":2004,"lang":"en","type":"article","venue":"OSTI OAI (U.S. Department of Energy Office of Scientific and Technical Information)","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Tailings; Consolidation (business); Void ratio; Geotechnical engineering; Slurry; Pore water pressure; Silt; Creep; Geology; Permeability (electromagnetism); Hydraulic conductivity; Stress path; Compaction; Drainage; Levee; Soil water; Materials science; Soil science; Metallurgy; Composite material","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"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":[0.00007541127,0.0002552979,0.0001703257,0.0002496035,0.0002672689,0.0004389505,0.0003290727,0.0001968769,0.002726462],"category_scores_gemma":[0.0002222523,0.0001214975,0.000251251,0.0001657956,0.0002365493,0.0002057907,0.000235967,0.0001622677,0.0006609682],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000956797,"about_ca_system_score_gemma":0.0003274354,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02636596,"about_ca_topic_score_gemma":0.0331289,"domain_scores_codex":[0.9999455,0.000003280906,0.000002702683,0.00001293679,0.00002394455,0.00001153446],"domain_scores_gemma":[0.9999639,0.000004951065,0.000008375428,0.00000523186,0.00001062658,0.000006947845],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0005665189,0.0001472817,0.07418671,0.0002062382,0.0000447928,0.001764261,0.0004902902,0.1873931,0.6219992,0.004744844,0.002872724,0.1055841],"study_design_scores_gemma":[0.0002072296,0.001034271,0.1097226,0.00003834178,0.0000640394,0.001050367,0.0004822999,0.5917246,0.2795578,0.002824489,0.01323821,0.00005574929],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9840708,0.0001860324,0.005832872,0.00006551236,0.00001862489,0.00003715634,0.0002220486,0.0001308365,0.009436075],"genre_scores_gemma":[0.9936381,0.0001062074,0.0007014704,0.000009545606,0.000002974733,0.000006048768,0.0001749197,0.000008611394,0.005352076],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02636596,"threshold_uncertainty_score":0.05242503,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006279783779595161,"score_gpt":0.1946216948947796,"score_spread":0.1883419111151844,"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."}}