Determination of Mohr–Coulomb Shear Strength Parameters from Generalized Hoek–Brown Criterion for Slope Stability Analysis

Author:

Shen Jiayi,Priest S. D.,Karakus M.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference15 articles.

1. Balmer G (1952) A general analytical solution for Mohr’s envelope. Am Soc Test Mater 52:1269–1271

2. Brown ET (2008) Estimating the mechanical properties of rock masses. In: Proceedings of the 1st southern hemisphere international rock mechanics symposium: SHIRMS 2008, vol 1. Perth, Western Australia, pp 3–21

3. Carranza-Torres C (2004) Some comments on the application of the Hoek–Brown failure criterion for intact rock and rock masses to the solution of tunnel and slope problems. In: Barla G, Barla M (eds) MIR 2004—X Conference on Rock and Engineering Mechanics. 24–25 November, Torino, Italy. Chap 10. Pàtron Editore, Bologna, pp 285–326

4. Fu W, Liao Y (2010) Non-linear shear strength reduction technique in slope stability calculation. Comput Geotech 37:288–298

5. Hoek E (1983) Strength of jointed rock masses. Géotechnique 33(3):187–223

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