同济大学学报（自然科学版）2009，Vol.37Issue(7)：872-877,6.DOI:10.3969/j.issn.0253-374x.2009.07.005
地铁荷载下软黏土微结构与宏观变形的相关性
Correlatability of Microstructure Change and Macroscopical Deformation of Soft Clay Under Subway Load
摘要
Abstract
In order to explain macroscopical deformation of saturated soft clay under subway load,the cyclic triaxial test,mercury intrusion porosimetry (MIP) and scanning electron microscopy (SEM) are conducted and the correlatability between microstructure change and macroscopical deformation of saturated soft is analyzed.The mechanism and tendency of macroscopical deformation of saturated soft clay around tunnel under subway load are obtained,providing basis for predicting the subgrade subsidence due to subway load.关键词
地铁荷载/压汞试验/饱和软黏土/宏观变形Key words
subway load/mercury intrusion porosimetry (MIP)/saturated soft clay/macroscopical deformation分类
建筑与水利引用本文复制引用
唐益群,张晓晖,赵书凯,杨坪..地铁荷载下软黏土微结构与宏观变形的相关性[J].同济大学学报（自然科学版）,2009,37(7):872-877,6.基金项目
国家自然科学基金资助项目(40872178) （40872178）
上海市重点学科(地质工程)建设资助项目(B308) （地质工程）
