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STABILITY ANALYSIS OF ROCK SLOPES USING THE FINITE ELEMENT METHOD (2004)
This paper examines the application of Finite Element (FE) analysis to the determination of the factor of safety of rock slopes for which strength is modelled by the Generalized Hoek-Brown failure criterion. The paper first outlines the standard shear strength reduction (SSR) technique used for FE slope stability analysis of Mohr-Coulomb slopes.
Reference:
EUROCK 2004 & 53rd Geomechanics Colloquium. Schubert (ed.): 2004
EUROCK 2004 & 53rd Geomechanics Colloquium. Schubert (ed.): 2004
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Rocscience Inc, Canada
Canada
Rocscience Inc, Canada
Canada
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