References
Balmer G (1952) A general analytical solution for Mohr’s envelope. Am Soc Test Mater 52:1269–1271
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
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
Fu W, Liao Y (2010) Non-linear shear strength reduction technique in slope stability calculation. Comput Geotech 37:288–298
Hoek E (1983) Strength of jointed rock masses. Géotechnique 33(3):187–223
Hoek E (1990) Estimating Mohr–Coulomb friction and cohesion values from the Hoek–Brown failure criterion. Int J Rock Mech Min Sci 27:227–229
Hoek E, Brown ET (1980) Underground excavations in rock. Institution of Mining and Metallurgy, London, p 527
Hoek E, Brown ET (1997) Practical estimates of rock mass strength. Int J Rock Mech Min Sci 34(8):1165–1186
Hoek E, Carranza-Torres C, Corkum B (2002) Hoek-Brown failure criterion—2002 Edition. In: Hammah R, Bawden W, Curran J, Telesnicki M (eds) Proceedings of NARMS-TAC 2002, Mining Innovation and Technology. Toronto (downloadable for free at Hoek’s corner, http://www.rocscience.com)
Kumar P (1998) Shear failure envelope of Hoek–Brown criterion for rockmass. Tunn Undergr Space Technol 13(4):453–458
Londe P (1988) Determination of the shear stress failure in rock masses. ASCE J Geotech Eng Div 114(3):374–376
Priest SD (2005) Determination of shear strength and three-dimensional yield strength for the Hoek–Brown criterion. Rock Mech Rock Eng 38(4):299–327
Priest SD, Brown ET (1983) Probabilistic stability analysis of variable rock slopes. Trans Inst Min Metall 92:A1–A12
Wyllie DC, Mah C (2004) Rock slope engineering: civil and mining, 4th edn. Spon Press, New York
Yang XL, Yin JH (2010) Slope equivalent Mohr–Coulomb strength parameters for rock masses satisfying the Hoek–Brown criterion. Rock Mech Rock Eng 43:505–511
Acknowledgments
Scholarship supports provided by China Scholarship Council (CSC) is gratefully acknowledged. The author would like to express their gratitude to the editor Prof. Giovanni Barla and anonymous reviewers for their constructive comments on the draft paper. The authors are grateful to Mrs Barbara Brougham for reviewing the manuscript.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Shen, J., Priest, S.D. & Karakus, M. Determination of Mohr–Coulomb Shear Strength Parameters from Generalized Hoek–Brown Criterion for Slope Stability Analysis. Rock Mech Rock Eng 45, 123–129 (2012). https://doi.org/10.1007/s00603-011-0184-z
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00603-011-0184-z