Analysis of the Influences of Matric Suction of Unsaturated Soil on the Slope Stability

被引：2
|
作者：
Wang, Li
Liu, Cuiran
机构：
来源：
PROGRESS IN CIVIL ENGINEERING, PTS 1-4 | 2012年 / 170-173卷
关键词：
unsaturated soil; shear resistance; matric suction; ultimate equilibrium method; slope stability;
D O I：
10.4028/www.scientific.net/AMM.170-173.3186
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
There is suction in unsaturated soil. This is the most obvious difference between unsaturated soil and saturated soil. It is very difficult to measure it, so research has always been done without account of the influences of matric suction of unsaturated soil. In this paper, based on the test result of engineering characteristics of unsaturated soil from Yellow River Embankments, the stability of slope of Yellow River Embankments is analyzed using ultimate equilibrium method and the influencing rule of matric suction on slope is advanced.
引用
收藏
页码：3186 / 3189
页数：4
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