Variational safety factors and slip surfaces of slope using three-dimensional strength reduction analysis
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology
Link
http://link.springer.com/content/pdf/10.1007/s12594-013-0186-4.pdf
Reference26 articles.
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2. Chen, R. and Chameau, J. (1983) Three-dimensional limit equilibrium analysis of slopes. Geotechnique, v.23, pp.31–40.
3. Chen, Z., Wang, J., Wang, Y., Yin, J.H. and Haberfield, C. (2001) A three-dimensional slope stability analysis method using the upper bound theorem Part II: numerical approaches, applications and extensions. Internat. Jour. Rock Mech. Min. Sci., v.38, pp.379–397.
4. Chen, Z., Wang, X., Haberfield, C., Yin, J.H. and Wang, Y. (2001) A three-dimensional slope stability analysis method using the upper bound theorem: Part I: theory and methods. Internat. Jour. Rock Mech. Min. Sci., v.38, pp.369–378.
5. Dawson, E., Roth, W. and Drescher, A. (1999) Slope stability by strength reduction. Geotechnique, v.49, pp.835–840.
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