Oedometric compression and thermal volume behavior of compacted Gaomiaozi bentonite saturated with salt solution

被引:8
|
作者
Chen, Yong-Gui [1 ]
Dong, Xin-Xin [2 ]
Zhang, Xu-Dong [3 ]
Ye, Wei-Min [1 ]
Cui, Yu-Jun [4 ]
机构
[1] Tongji Univ, Dept Geotech Engn, Key Lab Geotech & Underground Engn, Minist Educ, Shanghai 200092, Peoples R China
[2] Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China
[3] Anhui Transport Consulting & Design Inst Co Ltd, Hefei 230088, Peoples R China
[4] Ecole Ponts ParisTech, Lab Navier CERMES, F-77455 Marne La Vallee, France
基金
中国国家自然科学基金;
关键词
Compacted bentonite; Compressibility; Thermal volume behavior; Saline effect; OCR; Vertical pressure; HYDRO-MECHANICAL BEHAVIOR; SWELLING BEHAVIOR; HYDROMECHANICAL BEHAVIOR; VERTICAL STRESS; CLAY; TEMPERATURE; PRESSURE; PREDICTION; SMECTITE; BARRIER;
D O I
10.1016/j.gete.2020.100186
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Saline solution has considerable influence on the thermo-hydro-mechanical behavior of compacted bentonite. In this study, the effects of NaCl solution on the swelling deformation, oedometric compression, and thermal volume behavior of compacted Gaomiaozi bentonite were investigated. Results show that compressibility of the specimens decreases with increasing NaCl concentration of the presaturation solution. At an overconsolidation ratio OCR = 1 with a vertical pressure sigma(v )= 0.1 MPa and at OCR = 3 with sigma(v) = 0.1 MPa, the specimens exhibited contraction during heating below the transition temperature, followed by dilation. A larger vertical pressure led to a higher transition temperature (at which the thermal strain turns from contraction to dilation). However, the specimens exhibited only thermal dilation at OCR=10 with sigma(v )= 0.1 MPa and at OCR = 2 with sigma(v )= 0.5MPa. Additionally, for a given vertical pressure and presaturation solution, the specimens with a higher OCR exhibited a larger irreversible dilation after a thermal cycle. Moreover, the influence of the presaturation solution on the thermal volume change is non-monotonic. A dilute solution (NaCl solution of 0.1 mol/L) and high salinity solution (NaCl solution of 1.0 mol/L) markedly promote the thermal expansion. These experimental trends can be attributed to the fact that attenuation of the diffused double layer repulsion and electrostatic interaction as well as the reduction of the free water at high saline conditions harden the soil. (C) 2020 Elsevier Ltd. All rights reserved.
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页数:7
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