Semi-analytical solutions to two-dimensional plane strain consolidation for unsaturated soil

被引：20
|
作者：
Wang, Lei [1 ,2 ]
Xu, Yongfu [1 ]
Xia, Xiaohe [1 ]
Sun, De'an [3 ]
机构：
[1] Shanghai Jiao Tong Univ, Dept Civil Engn, Shanghai 200240, Peoples R China
[2] Shanghai Univ Engn Sci, Coll Urban Railway Transportat, Shanghai 201620, Peoples R China
[3] Shanghai Univ, Dept Civil Engn, Shanghai 200444, Peoples R China
来源：
COMPUTERS AND GEOTECHNICS | 2018年 / 101卷
基金：
中国国家自然科学基金;
关键词：
Semi-analytical solution; Unsaturated soil; Two-dimensional plane strain consolidation; Homogeneous and mixed boundaries; Finite sine transform; Laplace transform; ONE-DIMENSIONAL CONSOLIDATION;
D O I：
10.1016/j.compgeo.2018.04.015
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
This paper presents semi-analytical solutions to two-dimensional plane strain consolidation of unsaturated soils under different initial and boundary conditions. By applying the finite sine and Laplace transforms, the partial differential equations are converted to the ordinary differential equations. The semi-analytical solutions are obtained by using the finite sine inversion transform. Crump's method is adopted to perform the inverse Laplace transform to obtain analytical solutions in time domain. The present solutions are more general and can be degenerated into conventional solutions to one-dimensional consolidation of unsaturated soils. Several examples are provided to investigate two-dimensional plane strain consolidation behavior of unsaturated soils.
引用
收藏
页码：100 / 113
页数：14
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