Stability Analysis Of A Reinforced Soil Slope Based On The Strength Reduction Method

被引：0
|
作者：
Wang, Li [1 ]
Wang, Shi-mei [1 ]
机构：
[1] Three Gorges Univ, Minist Educ, Key Lab Geol Hazards Three Gorges Reservoir Area, Yichang 443002, Peoples R China
来源：
PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5 | 2012年 / 204-208卷
关键词：
Finite Element Analysis; Strength Reduction Method; Elastic-plastic; Slope stability;
D O I：
10.4028/www.scientific.net/AMM.204-208.3031
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Apply large general-purpose finite element analysis software ABAQUS as a platform, The criterion of iteration non-convergence conventionally used for assessing the instability state of slopes,and an example is given to the following conclusions: The strength reduction method based on ABAQUS simulate anti-slide pile slope stability analysis that has a true reflection of the elastic-plastic deformation in geotechnical engineering,it can be widely used in elastic-plastic deformation problems in geotechnical engineering. The anti-slide pile can effectively improve the stability of slopes, setting up anti-slide pile egitimately in the soil plays an important role at the safety of slope stability.
引用
收藏
页码：3031 / +
页数：2
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