Assessment of slope stability under uncertain circumstances

Author:

Zhou Xuejun,Huang Wenxiong,Liu Zhibing,Chen Huiru

Funder

the National Natural Science Foundation of China

Hubei Province Natural Science Foundation of Key Project

Huanggang Normal University Natural Science Foundation

Publisher

Springer Science and Business Media LLC

Subject

Geometry and Topology,Theoretical Computer Science,Software

Reference27 articles.

1. Alen C (1996) Application of a probabilistic approach in slope stability analyses. In: Proceedings of the seventh international symposium on Landslides, Trondheim, pp 1137–1142

2. Bishop AW (1955) The use of slip circle in the stability analysis of slopes. Geotechnique 5:7–17

3. Chen Z-Y (2003) Stability analysis of soil slope: principle, method and program. China Water Power Press, Beijing (in Chinese)

4. Cherubini C, Giasi CI, Guadagno FM (1996) Some observations on probabilistic approaches for slope stability analysis in typical geomorphological settings of Southern Italy. In: Proceedings of the seventh international congress of the IAEG, Lisbon, pp 1173–1176

5. Chowdhury RN (1984) Recent developments in landslide studies: probabilistic methods. In: State of the art report-session VII(a), International symposium on Landslides, Toronto, pp 209–228

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