The Effects of Salt-Lake Salt Solution on the Strength of Expansive Soil

被引:3
|
作者
Zhang, Shaowei [1 ,2 ,3 ]
Li, Dongdong [1 ,4 ]
机构
[1] Xian Univ Technol, Sch Civil Engn & Architecture, Xian 710048, Shanxi, Peoples R China
[2] Xian Technol Univ, Sch Civil & Architecture Engn, Xian 710021, Shanxi, Peoples R China
[3] Xian Key Lab Civil Engn Testing & Destruct Anal M, Xian, Peoples R China
[4] Xuchang Univ, Sch Civil Engn, Xuchang 461000, Henan, Peoples R China
基金
中国国家自然科学基金;
关键词
GEOTECHNICAL PROPERTIES; FLY-ASH; LIME; CLAYS; STABILIZATION; BEHAVIOR; CEMENT; WATER;
D O I
10.1155/2022/2798281
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Expansive soils are widely distributed and often cause serious damage to structures. Hanzhong expansive soil and Yulin salt-lake solution were adopted to investigate the effect of salt-lake salt solution on the strength of expansive soil. Expansive soils modified with salt-lake salt solutions with different concentrations (0.1, 0.5, and 1.0 mol/L) were evaluated by X-ray diffraction (XRD), Atterberg limit, free swelling, no load swelling ratio, and triaxial compression tests. The improved expansive soil research using salt-lake salt solution was carried out based on the macroscopic mechanical characteristics. Test results showed that the addition of salt-lake solution effectively inhibited the expansibility of soil. With the increase of the concentration of salt-lake solution, liquid limit, plastic limit, plastic index, free expansion rate, no load swelling, cohesion, and internal friction angle of expansive soil were decreased in varying degrees, and stress-strain relationship curve gradually showed strain softening trend. The reason for the above results was believed to be that salt-lake salt solution reduced the force between particles on shear surface and reduced mutual hindrance.
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页数:8
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