Stability of seismically loaded slopes using limit analysis
โ Scribed by Bandini, P.; Salgado, R.; Loukidis, D.
- Book ID
- 125538158
- Publisher
- Thomas Telford
- Year
- 2003
- Tongue
- English
- Weight
- 821 KB
- Volume
- 53
- Category
- Article
- ISSN
- 0016-8505
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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
In this paper, the seismic stability of slopes reinforced with geosynthetics is analysed within the framework of the pseudo-static approach. Calculations are conducted by applying the kinematic theorem of limit analysis. Different failure modes are considered, and for each analytical expressions are