A new approach for the slope stability analysis
โ Scribed by Hongjie Yang; Jianhua Wang; Yanqing Liu
- Publisher
- Elsevier Science
- Year
- 2001
- Tongue
- English
- Weight
- 965 KB
- Volume
- 28
- Category
- Article
- ISSN
- 0093-6413
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๐ SIMILAR VOLUMES
## Abstract The method of slices commonly used for estimating static stability of natural slopes and embankments is extended to include the dynamic effects due to earthquake loading. The equation of motion of a typical slice along a path different from its base is derived. The calculations of displ
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
An analytical method is presented for analysis of slope stability involving cohesive and non-cohesive soils. Earthquake e!ects are considered in an approximate manner in terms of seismic coe$cient-dependent forces. Two kinds of failure surfaces are considered in this study: a planar failure surface,
## 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