饱和土地基的非轴对称固结  

The Non-Axisymmetric Consolidation of Saturated Soils

作　　者：张引科[1] 杨林德[2] 黄义[1] 吴德飞[1] 

机构地区：[1]西安建筑科技大学,西安710055 [2]同济大学,上海200092

出　　处：《应用力学学报》2004年第1期146-149,共4页Chinese Journal of Applied Mechanics

基　　金：中国博士后科学基金资助项目 ( 2 0 0 3 0 3 3 3 2 7);陕西省教育厅专项科研计划项目 ( 0 3JK0 64 )

摘　　要：固结问题是土力学的基础课题之一 ,现有的研究主要针对饱和土的平面固结和轴对称固结问题。本文应用Fourier展开、Laplace变换和Hankel变换求解了各向同性饱和土的Biot固结方程 ;讨论了半空间各向同性饱和土的非轴对称固结。借助数值计算 。Consolidation is one of the fundamental topics of soil mechanics. Researches have been mainly focused on the plane consolidation and axisymmetric consolidation. The study on consolidation of saturated soil under non-axisymmetric load has seldom been reported. By using Fourier expansion, Laplace transform and Hankel transform, the Biot's consolidation equations of saturated soil are solved in this paper. On the base, the non-axisymmetric consolidation of half-space saturated soil is discussed. The expressions of soil skeleton displacement and porous water pressure are given. With the aid of numerical calculation, these formulae could be used to analyze the characteristics of non-axisymmetric consolidation of saturated soil.

关 键 词：饱和土 地基 LAPLACE变换 HANKEL变换 Fourier展开 非轴对称固结 

分 类 号：TU432[建筑科学—岩土工程]