Experimental study on the effect of soil saturation on the electric permeability coefficient during electroosmosis process

被引:8
|
作者
Xie, Xin-yu [1 ,2 ]
Liu, Yi-min [1 ,2 ]
Zheng, Ling-wei [2 ]
机构
[1] Zhejiang Univ, Res Ctr Coastal & Urban Geotech Engn, Hangzhou, Zhejiang, Peoples R China
[2] Zhejiang Univ, Ningbo Inst Technol, Ningbo, Zhejiang, Peoples R China
关键词
Desaturation; dewatering; electric permeability coefficient; marine-dredged soil; one-dimensional electroosmosis; CONSOLIDATION; KAOLINITE;
D O I
10.1080/1064119X.2018.1540673
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The electrokinetic treatments on high natural moisture content, large compressibility, and low strength dredged marine soil are regarded as an innovative method, but it has not been widely applied due to the difference between theory predictions and realities. To minimize the difference which is resulted from the electric permeability coefficient variations due to pore water drainage and the degree of saturation drops during the electrokinetic treatment of soils, several one-dimensional indoor experiments were conducted with single kaolin clay and natural soft clay. The test results indicate that the electric permeability values conform to the predicted value of Helmholtz?Smoluchowski (H-S) theory under saturated conditions. The permeability for unsaturated soils can be described with relative electric permeability, that is, k(e,rel)=a(Sr)(b). The ranges of fitting parameters are 0.8?1.2 for a and 3?9 for b. The fitting parameters are dependent on the soil type, electric potential gradient, and pore size distribution and so on. The smaller the soil pore size is the more sensitive the permeability coefficient is to the degree of saturation.
引用
收藏
页码:1188 / 1195
页数:8
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