摘要
通过简化得到不可压缩情形下的横观各向同性半空间表面受集中竖向力作用下的解 。
Solutions of cross anisotropic half space loaded by concentrated force are simplified for incompressible conditions,and influence by anisotropic behavior of soil upon ground settlement and superimposed stress caused by circular uniformly distributed force applied to incompressible half space is analyzed.
出处
《土工基础》
2000年第2期31-35,共5页
Soil Engineering and Foundation
关键词
横观各向同性
不可压缩
沉降
附加应力
地基
crossanisotropic,incompressible,settlement,superimposed stress.
