中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Physicochemical approach to evaluating the swelling pressure of soils

文献类型:期刊论文

作者Ma, Tiantian; Yao, Chuanqin; Dong, Yi; Yi, Panpan; Wei, Changfu
刊名APPLIED CLAY SCIENCE
出版日期2019
卷号172期号:-页码:85-95
关键词Swelling pressure Salt solutions Intergranular pressure Donnan osmotic pressure Small-strain shear modulus
ISSN号0169-1317
DOI10.1016/j.clay.2019.02.011
英文摘要Swelling pressure is an important parameter for understanding the expansive nature of the bentonites and natural clayey soils. During the wetting process, the intergranular stresses evolve due to the capillarity and adsorption of clay minerals, and swelling pressure is developed if soil deformation is constrained by the boundary conditions. Strong physicochemical interactions between clay particles and water molecules prevail in the development of intergranular stresses in expansive soils. In this paper, an empirical approach considering Dorman's osmotic effect was proposed to calculate the change in swelling pressure of expansive soils infiltrated by salt solutions with different concentrations. In the model, the intergranular stress addresses the physicochemical interactions between the minerals of clay and saturating fluids with ion concentration gradients induced by fixed negative surface charges. The differential volumetric strain assuming nonlinear elasticity identifies two mechanisms for the variation of the swelling pressure with the concentration of salt solution. The Donnan osmotic pressure decreases as the concentration increases, and the bulk modulus decreases as the concentration increases. The experimental results show that the variation of the Donnan osmotic pressure dominants the evolution of the swelling pressure with the salt solution concentration for a given soil. The comparison between the simulations and the available experimental data in the literature illustrates well the prediction of the swelling pressure of expansive soils by using the proposed model.
WOS研究方向Chemistry ; Materials Science ; Mineralogy
语种英语
WOS记录号WOS:000462803500011
源URL[http://119.78.100.198/handle/2S6PX9GI/14991]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China;
2.Univ Chinese Acad Sci, Beijing 100049, Peoples R China;
3.Wuchang Univ Technol, Wuhan 430223, Hubei, Peoples R China;
4.Guilin Univ Technol, Coll Civil & Architectural Engn, Guilin 541004, Guangxi, Peoples R China
推荐引用方式
GB/T 7714
Ma, Tiantian,Yao, Chuanqin,Dong, Yi,et al. Physicochemical approach to evaluating the swelling pressure of soils[J]. APPLIED CLAY SCIENCE,2019,172(-):85-95.
APA Ma, Tiantian,Yao, Chuanqin,Dong, Yi,Yi, Panpan,&Wei, Changfu.(2019).Physicochemical approach to evaluating the swelling pressure of soils.APPLIED CLAY SCIENCE,172(-),85-95.
MLA Ma, Tiantian,et al."Physicochemical approach to evaluating the swelling pressure of soils".APPLIED CLAY SCIENCE 172.-(2019):85-95.

入库方式: OAI收割

来源:武汉岩土力学研究所

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