Computation of Retaining Structures in Steep Slopes by Reducing M-C Strength Parameters to Failure

Author:

Hohberg Jörg-Martin

Publisher

Springer Nature Singapore

Reference16 articles.

1. Duncan JM (1996) State of the art—limit equilibrium and finite-element analysis of slopes. ASCE J Geotechn Eng 122(7):577–596

2. Krahn J (2003) The 2001 R.M. Hardy lecture—the limits of limit equilibrium methods. Can Geotechn J 40:643–666

3. Clough RW, Woodward RJ (1967) Analysis of embankment stresses and deformations. ASCE J Soil Mech Found Div 93(SM4):529–549

4. Fredlund DG, Scoular REG, Zakerzadeh N (1999) Using a finite-element stress analysis to compute the factor of safety. In: 52nd Canadian Geotechnical Conference Proceedings. BiTech Publ., Regina, Sask./Canada, pp 73–80

5. Heibaum MH (1993) Overall stability of anchored retaining wall. In: Internat. symp. limit state design in geotechnical engineering (ISLSD93), DGF-Bulletiner 10, Dansk Geoteknisk Forening, Copenhagen/Denmark

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