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
β¦ LIBER β¦
Seismic rock slope stability charts based on limit analysis methods
β Scribed by A.J. Li; A.V. Lyamin; R.S. Merifield
- Publisher
- Elsevier Science
- Year
- 2009
- Tongue
- English
- Weight
- 723 KB
- Volume
- 36
- Category
- Article
- ISSN
- 0266-352X
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