Physical and Chemical Properties of Bentonite Modified by Electrochemical Treatment

被引:0
|
作者
Zhang, Lin [1 ]
Hu, Liming [1 ,2 ]
机构
[1] North China Elect Power Univ, Sch Water Resources & Hydropower Engn, Beijing 102206, Peoples R China
[2] Tsinghua Univ, Dept Hydraul Engn, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China
基金
中国国家自然科学基金;
关键词
Electrochemical treatment method; Bentonite; Free swelling ratio; Chemical composition; ELECTROOSMOTIC CONSOLIDATION; SOIL IMPROVEMENT; BEHAVIOR; ENHANCEMENT; INJECTION; MECHANISM; SLOPES;
D O I
10.1061/IJGNAI.GMENG-9420
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Expansive soils are characterized by significant swelling and shrinkage due to changes in water content, which could threaten the safety of buildings. In this study, an electrochemical treatment method was used to modify bentonite, with subsequent analysis focused on evaluating the alterations in its physical and chemical properties. The electrical resistance between the soil and the electrodes was significantly reduced by injecting a CaCl2 solution, leading to a substantial decrease in voltage loss at the anode. The thickness of the electrical double layer decreased as the Na+ cations adsorbed by smectite particles were exchanged by Ca2+ ions, which significantly decreased the water adsorption and free swelling ratio. The electrochemical treatment method removed more pore water from soil samples than the electroosmotic consolidation method. Furthermore, the results indicated that the injection of a CaCl2 solution could be effective in restraining the swelling potential of bentonite. The most suitable concentration for CaCl2 solution to modify bentonite by electrochemical treatment method might be 1 mol/L, and the injection volume could be 125 mL/L of soil. The results indicated that the electrochemical treatment method could be a promising in situ technique for modifying expansive soil.
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页数:9
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