Limit Analysis versus Limit Equilibrium for Slope Stability
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 124, Issue 1
Abstract
This paper compares conventional limit-equilibrium results with rigorous upper and lower bound solutions for the stability of simple earth slopes. The bounding solutions presented in this paper are obtained by using two newly developed numerical procedures that are based on finite-element formulations of the bound theorems of limit analysis and linear programming techniques. Although limit-equilibrium analysis is used widely in practice for estimating the stability of slopes, its use may sometimes lead to significant errors as both kinematic and static admissibility are violated in the method. Because there are no exact solutions available against which the results of limit-equilibrium analysis can be checked, the present bounding solutions can be used to benchmark the results of limit-equilibrium analysis. In addition, the lower bound solutions obtained also can be applied directly in practice because they are inherently conservative.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 124 • Issue 1 • January 1998
Pages: 1 - 11
Copyright
Copyright © 1998 American Society of Civil Engineers.
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Published online: Jan 1, 1998
Published in print: Jan 1998
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