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
β¦ LIBER β¦
Seismic stability analysis of soil nail reinforced slope using kinematic approach of limit analysis
β Scribed by Siming He; Chaojun Ouyang; Yu Luo
- Book ID
- 113108486
- Publisher
- Springer-Verlag
- Year
- 2011
- Tongue
- English
- Weight
- 634 KB
- Volume
- 66
- Category
- Article
- ISSN
- 1866-6280
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