Comparative study of rock slope stability analysis methods for hydropower projects |
| |
| Authors: | Sheng-hong Chen Wei-xin Qing Isam Shahrour |
| |
| Institution: | aWuhan University, Wuhan, Hubei 430072, PR China;bLaboratoire de Mécanique de Lille, University of Science and Technologies of Lille, France |
| |
| Abstract: | This paper presents a comparative study of methods used for the analysis of the stability of rock slopes for hydropower projects. The comparison concerns the application of the limit equilibrium method, the block element method, and the finite element method on the stability analysis of two hydropower engineering projects in China. The study results show that the limit equilibrium method and the block element method give very close result, while the finite element method gives more conservative safety factor. |
| |
| Keywords: | Slope stability Limit equilibrium method Block element method Finite element method Safety factor |
| 本文献已被 ScienceDirect 等数据库收录！ |
