A dimensionless parameter determining slip surfaces in homogeneous slopes
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-014-0402-9.pdf
Reference15 articles.
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2. Bishop, A. W. (1955). “The use of the slip circle in the stability analysis of slopes.” Geotechnique, Vol. 5, No.1, pp. 7–17.
3. Dawson, E., Roth, W., and Drescher, A. (1999). “Slope stability by strength reduction.” Geotechnique, Vol. 49, No.6, pp. 835–840.
4. Duncan, J. M. (1996). “State of the art: Limit equilibrium and finiteelement analysis of slopes.” Journal of Geotechnical Engineering, Vol. 122, No. 7, pp. 577–596.
5. Griffiths, D. V. and Kidger, D. J. (1995). “Enhanced visualization of failure mechanisms by finite elements.” Computers and Structures, Vol. 55, No.2, pp. 265–268.
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