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

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.

关键词： embankment soil foundation non-uniform settlement

作者: Y.C.Li

作者单位: School of Aerospace Engineering and Applied Mechanics,Tongji University,Shanghai 200092,China

会议类型: 国际会议

会议名称: The Third International Conference on Heterogeneous Material Mechanics(第三届国际非均匀材料力学会议)

会议地点: 上海

会议语种:英文

页码: 985-988

在线出版日期: 2011-05-22（万方平台首次上网日期，不代表论文的发表时间）