Stability Analysis of Slopes Using the Finite Element Method and Limiting Equilibrium Approach
Document Type
Article
Publication Date
11-1-2008
Abstract
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.
Department
Mechanical and Civil Engineering
Print ISSN
1435-9537
Publication Title
Bulletin of Engineering Geology and the Environment
Recommended Citation
Hammouri, N.A., Malkawi, A.I.H. & Yamin, M.M.A. (2008). Stability analysis of slopes using the finite element method and limiting equilibrium approach. Bulletin of Engineering Geology and the Environment, 67(4), 471-478. https://doi.org/10.1007/s10064-008-0156-z
DOI
10.1007/s10064-008-0156-z
Link to Publisher Version (DOI)
Publisher's Copyright and Source
Copyright © 2008 Springer-Verlag.
Article published in Bulletin of Engineering Geology and the Environment, volume 67, issue 4, 2008, pages 471-478.
https://doi.org/10.1007/s10064-008-0156-z
