ANALYTICAL SOLUTION OF NON-UNIFORM SETTLEMENT FOR EMBANKMENTS ON SOIL FOUNDATIONS

被引：0
|
作者：
Li, Y. C. [1 ]
机构：
[1] Tongji Univ, Sch Aerosp Engn & Appl Mech, Shanghai 200092, Peoples R China
来源：
ADVANCES IN HETEROGENEOUS MATERIAL MECHANICS 2011 | 2011年
关键词：
embankment; soil foundation; non-uniform settlement;
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
A novel model for analyzing non-uniform settlement of embankments on heterogeneous soil foundations is proposed. The embankment is constructed on a foundation which consists of two different soil segments. Model for analysis is established using stress diffusion method. Basic differential equations and pertinent boundary conditions are given. Fourier transform technique is employed for finding the analytical solution of the non-uniform settlement. Numerical result of this solution is provided.
引用
收藏
页码：985 / 988
页数：4
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