Articles | Volume 15, issue 10
https://doi.org/10.5194/nhess-15-2227-2015
https://doi.org/10.5194/nhess-15-2227-2015
Research article
 | 
08 Oct 2015
Research article |  | 08 Oct 2015

Three-dimensional slope stability problem with a surcharge load

Y. M. Cheng, N. Li, and X. Q. Yang

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Cited articles

Azzouz, A. S. and Baligh, M. M.: Loaded areas on cohesive slopes, J. Geotech. Eng.-ASCE, 109, 709–729, 1983.
Bagge, G.:Tension cracks in saturated clay cutting, Proc. 11. th. Int. Conf. on. Soil Mechanics and Foundation Engineering, San Francisco, 393–395, 12–16 August, 1985.
Baker, R.: Tensile strength, tensile cracks, and stability of slopes, Soils Found., 21, 1–17, 1981.
Bishop, A. W.: The use of the slip circle in stability analysis of slopes, Geotechnique, 5, 7–17, 1955.
Chen, J., Yin, J. H., and Lee, C. F.: Upper bound limit analysis of slope stability using rigid elements and nonlinear programming, Can. Geotech. J., 40, 742–752, 2003.
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Short summary
A semi-analytical solution for the 3-D stability analysis of the ultimate uniform patched load on top of a slope is developed by the limit analysis using kinematically admissible failure mechanisms. The failure mechanism which is assumed in the analytical solution is verified by three-dimensional strength reduction analyses and laboratory model test. Furthermore, the proposed method and the results are further compared with some published results for illustrating the applicability.
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