Stability analysis of slopes using the finite element method and limiting equilibrium approach

被引：71
|
作者：
Hammouri, Nezar Atalla [1 ]
Malkawi, Abdallah I. Husein [2 ]
Yamin, Mohammad M. A. [3 ]
机构：
[1] Hashemite Univ, GIS, Zerqa, Jordan
[2] Jordan Univ Sci & Technol, Irbid 22110, Jordan
[3] Univ Akron, Akron, OH 44304 USA
来源：
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT | 2008年 / 67卷 / 04期
关键词：
Stability of slopes; Limiting equilibrium; Finite element; PLAXIS; SAS-MCT;
D O I：
10.1007/s10064-008-0156-z
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
The limit equilibrium method is commonly used for slope stability analysis, being relatively simple compared with finite element analysis. Both methods were used to analyse homogeneous and inhomogeneous slopes, taking into account the rapid drawdown condition, the undrained clay soils and the presence of tension cracks. The analyses were carried out using PLAXIS 8.0 (finite element method) and SAS-MCT 4.0 (limit equilibrium approach). The safety factor and location of the critical slip surface obtained from the two methods are compared.
引用
收藏
页码：471 / 478
页数：8
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