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Limit Analysis versus Limit Equilibrium for Slope Stability

✍ Scribed by Leshchinsky, Dov; Yu, H. S.; Salgado, R.; Sloan, S. W.; Kim, J. M.

Book ID
120349207
Publisher
American Society of Civil Engineers
Year
1999
Tongue
English
Weight
395 KB
Volume
125
Category
Article
ISSN
1090-0241

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## Abstract Conventional methods of slices used for slope stability analysis satisfying all equilibrium conditions involves generally solving two highly non‐linear equations with respect to two unknowns, i.e. the factor of safety and the associated scaling parameter. To solve these two equations, c