Slope stability analysis based on a multigrid method using a nonlinear 3D finite element model

Author:

Liu Yaoru,He Zhu,Li Bo,Yang Qiang

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference19 articles.

1. Bishop A W. The use of the slip circle in the stability analysis of slopes. Geotechnique, 1955, 5(1): 7–17

2. Duncan J M. State of the art: limit equilibrium and finite-element analysis of slopes. Journal of Geotechnical Engineering, 1996, 122(7): 577–596

3. Chen Z Y, Wang X G, Yang J, Jia Z X, Wang Y J. Rock slope stability analysis: Theory methods and programs. Beijing: China Water Power Press, 2005 (in Chinese)

4. Griffiths D V, Lane P A. Slope stability analysis by finite elements. Geotechnique, 1999, 49(3): 387–403

5. Lenchman J B, Griffiths D V. Analysis of the progression of failure of the earth slopes by finite elements. In: Proceedings of Sessions of Geo-Denver 2000-Slope Stability 2000. GSP 101, 2000, 289: 250–265

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