<< Click to Display Table of Contents >> Navigation:  »No topics above this level« References

Balmer, G. 1952. A general analytical solution for Mohr's envelope. Am. Soc. Test. Mat. 52, 1260-1271.

Bieniawski Z.T. 1976. Rock mass classification in rock engineering. In Exploration for Rock Engineering, Proc. of the Symp., (ed. Z.T. Bieniawski) 1, 97-106. Cape Town, Balkema.

Bishop, A.W., (1955). The use of the slip circle in the stability analysis of slopes. Geotechnique 5(1): 7-17.

Brown, E.T. (1970). Strength of models of rock with intermittent joints. J. Soil Mech. Found. Div., ASCE, Vol. 96, SM6, 1935-1949.  

Brown, E.T. 1970. Strength of models of rock with intermittent joints. J. Soil Mech. Foundn Div., ASCE 96, SM6, 1935-1949.

Cheng, Y., and Liu, S. 1990. Power caverns of the Mingtan Pumped Storage Project, Taiwan.  In Comprehensive Rock Engineering. (ed. J.A. Hudson), Oxford: Pergamon, 5, 111- 132.

Coulomb, C. A., 1776. Essai sur une application des regles des maximis et minimis a quelquels problemesde statique relatifs, a la architecture. Mem. Acad. Roy. Div. Sav., vol. 7, pp. 343–387.

Hoek, E. 1968. Brittle failure of rock. In Rock Mechanics in Engineering Practice . (eds K.G. Stagg and O.C. Zienkiewicz), 99-124. London: Wiley.

Hoek, E. 1983. Strength of jointed rock masses, 23rd. Rankine Lecture. Géotechnique 33 (3), 187-223.  

Hoek, E. 1990. Estimating Mohr-Coulomb friction and cohesion values from the Hoek-Brown failure criterion. Intnl. J. Rock Mech. & Mining Sci. & Geomechanics Abstracts. 12 (3),        227-229.

Hoek, E. 1994. Strength of rock and rock masses, ISRM News Journal, 2 (2), 4-16.

Hoek, E. and Bray, J.W. (1981). Rock Slope Engineering. (Third ed.) London: Inst. Min. Metall.

Hoek, E. and Brown, E.T. 1980. Empirical   strength criterion for rock masses. J. Geotech. Engng Div., ASCE 106 (GT9), 1013-1035.

Hoek, E. and Brown, E.T. 1980. Underground Excavations in Rock, London, Instn Min. Metall.

Hoek, E. and Brown, E.T. 1988. The Hoek-Brown failure criterion - a 1988 update. Proc. 15th Canadian Rock Mech. Symp. (ed. J.C. Curran), 31-38. Toronto, Dept. Civil                Engineering, University of Toronto.

Hoek, E. and Brown, E.T. 1997. Practical estimates or rock mass strength. Intnl. J. Rock Mech. & Mining Sci. & Geomechanics Abstracts. 34 (8), 1165-1186.

Hoek, E., Kaiser P.K. and Bawden W.F. 1995. Support of underground excavations in hard rock. Rotterdam, Balkema.  

Hoek, E., Marinos, P. and Benissi, M. 1998. Applicability of the Geological Strength Index (GSI) classification for very weak and sheared rock masses. The case of the Athens Schist        Formation. Bull. Engg. Geol. Env. 57(2), 151-160.

Hoek, E., Wood D. and Shah S. 1992. A modified HoekBrown criterion for jointed rock masses. Proc. Rock Characterization, Symp. Int. Soc. Rock Mech.: Eurock ‘92, (ed. J.A. Hudson), 209-214. London, Brit. Geotech. Soc.

Londe, P. 1988. Discussion on the determination of the shear stress failure in rock masses. ASCE J Geotech Eng Div, 14, (3), 374-6.

Lorig, L., and Varona, P. 2001 Practical slope-stability analysis using finite-difference codes. In Slope stability in surface mining. (eds. W.A. Hustralid, M.J. McCarter and D.J.A. Van Zyl). Littleton: Society for Mining, Metallurgy and Exploration, Inc., 115-124. 24.

Sonmez,H., and Ulusay, R. 1999. Modifications to the geological strength index (GSI) and their applicability to the stability of slopes. Int. J. Rock Mech. Min. Sci., 36 (6), 743-760, 25.

Ucar, R. (1986) Determination of shear failure envelope in rock masses. J. Geotech. Engg. Div. ASCE. 112, (3), 303-315.