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References

Amini, M., Majdi, A. and Veshadi, M.A. (2012). Stability Analysis of Rock Slopes Against Block-Flexure Toppling Failure. Rock Mech and Rock Eng. 45 (4), 519-532.

Barton, N.R. (1973). Review of a new shear strength criterion for rock joints. Engng Geol. 7, 287-332.

Barton, N.R. (1976). The shear strength of rock and rock joints. Int. J. Mech. Min. Sci. & Geomech. Abstr. 13(10), 1-24.

Barton, N.R. and Bandis, S.C. (1990). Review of predictive capabilities of JRC-JCS model in engineering practice. In Rock joints, proc. int. symp. on rock joints, Loen, Norway, (eds N. Barton and O. Stephansson), 603-610. Rotterdam: Balkema.

Barton, N.R. and Choubey, V. (1977). The shear strength of rock joints in theory and practice. Rock Mech. 10(1-2), 1-54.

Duncan, J.M. (2000). Factors of safety and reliability in geotechnical engineering. J. Geotechnical & Geoenvironmental Engineering, April, pp. 307-316.

Evans, M., Hastings, N. and Peacock, B. (1993). Statistical Distributions, 2nd edition, John Wiley & Sons, Inc., New York.

Goodman, R.E. and Bray, J.W. (1976). Toppling of Rock Slopes. Proc. Specialty Conference on Rock Engineering for Foundations and Slopes. Boulder, Colorado, ASCE Vol.2, pp. 201-234.

Hoek, E. and Bray, J.W. (1981). Rock Slope Engineering, Revised 3rd edition, The Institution of Mining and Metallurgy, London, pp 257 - 270.

Hoek, E., Kaiser, P.K. and Bawden, W.F. (1995). Support of Underground Excavations in Hard Rock, A.A.Balkema, Rotterdam, Brookfield.

Iman, R.L., Davenport, J.M. and Zeigler, D.K. (1980). Latin Hypercube Sampling (a program user’s guide). Technical Report SAND 79-1473. Albuquerque, NM: Sandia Laboratories.

Law, A.M. and Kelton, D.W. (1991). Simulation Modeling and Analysis, 2nd edition, McGraw-Hill, Inc., New York.

Startzman, R.A. and Wattenbarger, R.A. (1985). An improved computation procedure for risk analysis problems with unusual probability functions. Proc. symp. Soc. Petrolm Engnrs, hydrocarbon economics and evaluation, Dallas.

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