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基于多孔介质理论的地基土变形模量估算方法
引用本文:梁发云.基于多孔介质理论的地基土变形模量估算方法[J].岩土力学,2004,25(7):1147-1150.
作者姓名:梁发云
作者单位:1.上海交通大学 建工学院安全与防灾研究所,上海 200030;2.同济大学 地下建筑与工程系,上海 2000092
基金项目:上海市教育发展基金会曙光计划项目(2001sg013)
摘    要:土的变形模量是基础沉降弹性分析理论所必需的基本参数,而目前我国的岩土工程勘察报告一般并不提供土的变形模量。通过对前人研究结果的总结分析,基于多孔介质理论,并考虑土的泊松比、孔隙比及土体扰动等影响因素,笔者提出了一种根据土的压缩模量估算变形模量的方法,对于应用弹性理论计算基础沉降和充分利用已有研究资料都具有实际的意义。

关 键 词:地基土  变形模量  压缩模量  多孔介质  
文章编号:1000-7598-(2004)07-1147-04
收稿时间:2003-04-21
修稿时间:2003年4月21日

An approach for estimating deformation modulus of subsoil based on porous medium theory
LIANG Fa-yun.An approach for estimating deformation modulus of subsoil based on porous medium theory[J].Rock and Soil Mechanics,2004,25(7):1147-1150.
Authors:LIANG Fa-yun
Institution:1.School of Civil Engineering and Mechanics, Shanghai Jiaotong University, Shanghai 200030, China; 2.Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
Abstract:Deformation modulus of subsoil is an indispensable parameter for calculating settlement of foundation based on elastic theory; whereas the deformation modulus of subsoil is usually not provided in geotechnical investigation reports in China. Previous published researches are analyzed in this paper. An approximate method that considers the influencing factors including Poisson ratio, porosity ratio and remolding of soil, is developed based on porous medium theory. It estimates the deformation modulus of subsoil through compression modulus. It has practical significance in both calculating settlement of foundation with elastic theory and making full use of the existing research data.
Keywords:subsoil  deformation modulus  compression modulus  porous medium
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