Title

Stability Analysis of Slopes Using the Finite Element Method and Limiting Equilibrium Approach

Authors

Nezar Hammouri, Hashemite University
Abdallah Malkawi, Jordan University of Science and Technology
Mohammad M. Yamin, Minnesota State University, MankatoFollow

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)

https://doi.org/10.1007/s10064-008-0156-z

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