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

Author:

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

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference21 articles.

1. Bishop W (1955) The use of the slip circle in the stability analysis of slopes. Geotechnique 5(1):7–17

2. Brinkgreve R (2002) PLAXIS Version 8, finite element code for soil and rock analyses. A. A. Balkema, Netherlands

3. Clough R, Woodward R (1967) Analysis of embankment stresses and deformations. J Soil Mech Found Div ASCE 4:529–549

4. Duncan J (1996) State of the art: limit equilibrium and finite element analysis of slopes. J Geotech Geoenviron Eng ASCE 122(7):578–584

5. Fellenius W (1936) Calculation of stability of earth dams. Transactions, 2nd congress large dams, Washington, DC, pp 445–462

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