Integral equation formulation of the displacement vector for unsaturated expansive soils by boundary element method

被引：0
|
作者：
El Brahmi, Jamila [1 ]
Lamdouar, Nouzha [1 ]
Zoukaghe, Mimoun [1 ]
机构：
[1] Mohammed Univ V, Mohammadia Sch Engn, Rabat, Morocco
来源：
INNOVATIVE INFRASTRUCTURE SOLUTIONS | 2018年 / 3卷 / 01期
关键词：
Unsaturated expansive soil; Boundary element method; Displacement; Suction;
D O I：
10.1007/s41062-017-0106-3
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The main purpose of this paper is to determine the integral equation formulation of the displacement vector at any point within the problem domain of unsaturated expansive soils. The displacement values could be calculated if boundary conditions are prescribed as well as initial stresses and the suction distributions within the domain.
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页数：7
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