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

Content Provider	Springer Nature Link
Author	Hammouri, Nezar Atalla Malkawi, Abdallah I. Husein Yamin, Mohammad M. A.
Copyright Year	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.La méthode de calcul aux équilibres limites est classiquement utilisée pour les analyses de stabilité des pentes, car relativement simple par rapport aux calculs en éléments finis. Les deux méthodes ont été utilisées pour étudier la stabilité de pentes homogènes ou hétérogènes, considérant des situations de vidange rapide, des conditions non drainées pour des sols argileux et la présence de fentes de traction. Les analyses ont été réalisées avec le logiciel PLAXIS 8.0 (méthode des éléments finis) et le logiciel SAS-MCT 4.0 (méthode des équilibres limites). Les facteurs de sécurité et les positions des surfaces de rupture critiques obtenus par les deux méthodes sont comparés.
Starting Page	471
Ending Page	478
Page Count	8
File Format	PDF
ISSN	14359529
Journal	Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
Volume Number	67
Issue Number	4
e-ISSN	14359537
Language	English
Publisher	Springer-Verlag
Publisher Date	2008-05-16
Publisher Place	Berlin, Heidelberg
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	Stabilité des pentes Equilibres limites Eléments finis PLAXIS SAS-MCT Nature Conservation Geoecology/Natural Processes Structural Foundations, Hydraulic Engineering Applied Geosciences
Content Type	Text
Resource Type	Article
Subject	Geology Geotechnical Engineering and Engineering Geology

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