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Bulletin of Engineering Geology and the Environment

Erschienen in:

01.11.2008 | Original Paper

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

verfasst von: Nezar Atalla Hammouri, Abdallah I. Husein Malkawi, Mohammad M. A. Yamin

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 4/2008

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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.

Vorheriger Artikel Using close range terrestrial digital photogrammetry for 3-D rock slope modeling and discontinuity mapping in the United States

Nächster Artikel Geotechnical properties of the soft soil in Guangzhou College City

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Titel: Stability analysis of slopes using the finite element method and limiting equilibrium approach
verfasst von: Nezar Atalla Hammouri
Abdallah I. Husein Malkawi
Mohammad M. A. Yamin
Publikationsdatum: 01.11.2008
Verlag: Springer-Verlag
Erschienen in: Bulletin of Engineering Geology and the Environment / Ausgabe 4/2008
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI: https://doi.org/10.1007/s10064-008-0156-z

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