{"id":"W2810638378","doi":"10.22215/etd/2014-10929","title":"Shear behvaiour of oil sand fine tailings in simple shear and triaxial devices","year":2014,"lang":"en","type":"dissertation","venue":"","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Canada's Oil Sands Innovation Alliance; Shell Canada","keywords":"Tailings; Geotechnical engineering; Consolidation (business); Dewatering; Flocculation; Oil sands; Shear (geology); Geology; Hydraulic conductivity; Shear strength (soil); Materials science; Engineering; Composite material; Soil science; Asphalt; Metallurgy; Environmental engineering; Soil water","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"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":[0.0003734704,0.0003081503,0.0002438596,0.0005755366,0.0002631063,0.0005139724,0.0003304787,0.000303339,0.002208013],"category_scores_gemma":[0.0006468284,0.0001891079,0.0002490306,0.0004305844,0.0002558386,0.0004916359,0.0003748237,0.0003453785,0.0007965486],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002813822,"about_ca_system_score_gemma":0.0001868159,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009763747,"about_ca_topic_score_gemma":0.003328548,"domain_scores_codex":[0.9996743,0.00002028994,0.00003158881,0.00006173597,0.0001576085,0.00005446159],"domain_scores_gemma":[0.999262,0.0001782002,0.0001795429,0.0000946194,0.0002155439,0.00007014558],"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":[0.0003890315,0.00007429931,0.004832365,0.0001261363,0.00001252319,0.0001527949,0.000300998,0.0007499808,0.968728,0.000248297,0.0002568109,0.02412882],"study_design_scores_gemma":[0.00000787173,0.0009145546,0.01378338,0.00002146685,0.00002090274,0.00009487393,0.0002605976,0.003213038,0.9795431,0.00006641592,0.002058367,0.00001556346],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9903203,0.0002988238,0.006570091,0.00003591364,0.00003479767,0.00003389098,0.0002611889,0.0001464779,0.002298532],"genre_scores_gemma":[0.990508,0.0002070162,0.003584635,0.00002655018,0.00000525575,0.00001694388,0.0001787236,0.00002849125,0.005444355],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002208013,"threshold_uncertainty_score":0.007386565,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006252591987231817,"score_gpt":0.2144073002682846,"score_spread":0.2081547082810527,"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."}}