Piles used for the stabilization of slopes have to be adequately designed to resist the induced lateral loads due to the movement of the unstable slope. In this paper, a numerical method is presented for the analysis of this problem. In this approach, the piles are modelled using beam finite element
Automated stability analysis of slopes stabilized with piles
โ Scribed by E. C. Shin; C. R. Patra; A. K. Rout
- Publisher
- Korean Society of Civil Engineers
- Year
- 2006
- Tongue
- English
- Weight
- 438 KB
- Volume
- 10
- Category
- Article
- ISSN
- 1226-7988
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