Limit Analysis and Stability Charts for 3D Slope Failures
โ Scribed by Michalowski, Radoslaw L.
- Book ID
- 120348601
- Publisher
- American Society of Civil Engineers
- Year
- 2010
- Tongue
- English
- Weight
- 975 KB
- Volume
- 136
- Category
- Article
- ISSN
- 1090-0241
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๐ SIMILAR VOLUMES
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
Most design manuals and codes recommend a simple pseudo-static approach for analysis of slope stability under seismic conditions. Exceptions to this recommendation include problems involving liquefaction, soils exhibiting significant strength loss under cyclic loading, and exceptionally large earthq
## SUMMARY Because of the simplicity and the speed of execution, methods used in static stability analyses have yet remained relevant. The keyโblock method, which is the most famous of them, is used for the stability analysis of fractured rock masses. The KBM method is just based on finding key blo