Please use this identifier to cite or link to this item: http://ktisis.cut.ac.cy/handle/10488/7680
Title: Stability of earth slopes. Part II: Three dimensional analysis in closed-form
Authors: Pantelidis, Lysandros 
Griffiths, D.V. 
Pantelidis, Lysandros 
Griffiths, D.V. 
Keywords: Slope stability (Soil mechanics)
Three-dimensional display systems
Issue Date: 2012
Publisher: Wiley
Source: International journal for numerical and analytical methods in geomechanics, 2012
Abstract: A closed-form stability analysis of earth slopes performed in 3D is proposed. The sliding surface is assumed spherical and treated as a rigid body allowing the internal state of stress to be ignored. The proposed closed-formed solution (CFS) can be applied to both homogenous and non-homogenous slopes of either simple or complex geometry and can also deal with any kind of additional loading. Although it is recognized that the critical failure surface is often non-spherical, the CFS methodology for spheres described herein provides an objective tool for the evaluation of the assumptions made by other limit equilibrium methods including the role of intercolumn forces.
URI: http://ktisis.cut.ac.cy/handle/10488/7680
ISSN: 03639061
DOI: 10.1002/nag.2116
Rights: © 2012 John Wiley & Sons, Ltd.
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