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Slope stability analysis by SRM-based rock failure process analysis (RFPA)

✍ Scribed by Li, L. C.; Tang, C. A.; Li, C. W.; Zhu, W. C.

Book ID
120520702
Publisher
Taylor and Francis Group
Year
2006
Tongue
English
Weight
328 KB
Volume
1
Category
Article
ISSN
1748-6025

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Earthquake effects are commonly considered in the stability analysis of rock slopes and other earth structures. The standard approach is often based on the conventional limit equilibrium method using equivalent Mohr-Coulomb strength parameters (c and /) in a slip circle slope stability analysis. The