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Lateral strength and critical depth in infinite slope stability analysis

  • Published:2013-04-26 Issue:1 Volume:38 Page:1-19
  • ISSN:0363-9061
  • Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
  • language:en
  • Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Doglioni A.1,Galeandro A.1,Simeone V.1

Affiliation:

1. Technical University of Bari; Department of Civil Engineering and Architecture - via Orabona, n. 4; 70125 Bari Italy

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference15 articles.

1. Three dimensional analysis of slope stability;Leshchinsky;International Journal for Numerical and Analytical Methods in Geomechanics,1985

2. An extension of Bishop's simplified method of slope stability analysis on three dimension;Hungr;Geotechnique,1987

3. Three-dimensional analysis of slides in cohesive soils;Gens;Geotechnique,1988

4. Evaluation of a three-dimensional method of slope stability analysis;Hungr;Canadian Geotechnical Journal,1989

5. A general limit equilibrium model for 3-D slope stability analysis;Lam;Canadian Geotechnical Journal,1993

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