Canadian Geotechnical Journal · 2005 · 113 citations · 7 references
A concise algorithm is proposed in this paper for the calculation of the factor of safety of a slope using the MorgensternPrice method. Based on force and moment equilibrium considerations, two expressions are derived for the factor of safety F s and the scaling factor λ, respectively, both in relatively simple forms. With this algorithm and assumed initial values of F s and λ, the solutions for F s and λ are found to converge within a few iterations. Compared to other procedures, the present algorithm possesses the advantages of simplicity and high efficiency in application. It is rather straightforward to implement this algorithm into a computer program.Key words: slope, stability, factor of safety, limit equilibrium method.
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The use of the Slip Circle in the Stability Analysis of Slopes
A. W. Bishop · Géotechnique · 1955 · 2.7K citations
The Analysis of the Stability of General Slip Surfaces
N. R. Morgenstern, V. E. Price · Géotechnique · 1965 · 1.9K citations
Comparison of slope stability methods of analysis
D. G. Fredlund, J. Krahn · Canadian Geotechnical Journal · 1977 · 536 citations