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,
โฆ LIBER โฆ
The accuracy of equilibrium methods of slope stability analysis
โ Scribed by J.M. Duncan; S.G. Wright
- Publisher
- Elsevier Science
- Year
- 1980
- Tongue
- English
- Weight
- 725 KB
- Volume
- 16
- Category
- Article
- ISSN
- 0013-7952
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