Effects of multiple freeze-Thaw cycles on oil sand tailings behaviour

被引:3
作者
Rima, Umme Salma [1 ]
Beier, Nicholas [2 ]
机构
[1] Univ Alberta, CNRL, Markin Nat Resources Engn Facil, Dept Civil & Environm Engn, Edmonton, AB T6G 2W2, Canada
[2] Univ Alberta, Donadeo Innovat Ctr Engn, Dept Civil & Environm Engn, 9211-116 St NW, Edmonton, AB T6G 1H9, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Freeze-thaw; Flocculated tailings; Electrical conductivity; Shear strength;
D O I
10.1016/j.coldregions.2021.103404
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Continuous deposition of flocculated tailings into a deep containment facility (known as deep deposits) is gradually becoming widely acceptable as an alternative to multiple thin layered deposits, due to its reduced footprint and material handling requirements for tailings disposal. However, capping deep tailings deposits remains challenging due to the extremely slow self-weight consolidation, uncertainty in the prediction of consolidation and low surficial strength. Consequently, the resulting tailings deposits remain very soft and need to be desiccated at the surface to support capping for reclamation. This paper evaluated the effects of natural dewatering processes such as multiple freeze-thaw cycles and evaporative drying on surface crust formation for a deep oil sands tailings deposit. This paper also explored how changes in temperature gradient, initial solids content and initial water chemistry or a change in treatment process can influence the freeze-thaw dewatering process. The results suggested that the tailings samples subjected to a lower temperature gradient resulted in overall higher gravimetric solids contents and subsequent higher shear strengths at the surface after five freeze-thaw cycles. When coupled with evaporative drying, the combined freeze-thaw-drying processes further contributed to surface crust formation (strength at the surface >100 kPa). The electrical conductivity measured at each cycle and after the drying-wetting phase predicted that the upward migration of the solute contributed to the overall volume reduction during the freeze-thaw process due to osmotic and osmotically induced consolidation.
引用
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页数:11
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[1]  
Alberta Energy Regulator, 2021, State of Fluid Tailings Management for Mineable oil Sands, 2020
[2]  
Alberta Energy Regulator (AER), 2018, STAT FLUID TAIL MAN
[3]  
Andersland O.B., 2004, FROZEN GROUND ENG AM
[4]  
[Anonymous], 2017, D4327 ASTM, P1, DOI [10.1520/D4327-17, DOI 10.1520/D4327-17]
[5]  
[Anonymous], 2014, Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer
[6]  
[Anonymous], 2010, ASTM D2216-10 Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass, West Conshohocken
[7]  
ASTM, 2019, C83709 ASTM INT, DOI 10.1520/C0837-09R19
[8]  
ASTM, 2014, D112514 ASTM, DOI [10.1520/D1125-14, DOI 10.1520/D1125-14]
[9]  
ASTM, 2017, ASTM International D2487-17
[10]  
ASTM, 2016, D4648 ASTM, DOI DOI 10.1520/D4648_D4648M-16