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,
Improved Bell's method for the stability analysis of slopes
β Scribed by Hong Zheng; Leslie George Tham
- Publisher
- John Wiley and Sons
- Year
- 2009
- Tongue
- English
- Weight
- 211 KB
- Volume
- 33
- Category
- Article
- ISSN
- 0363-9061
- DOI
- 10.1002/nag.794
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