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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.

Butler, R.F. (1992). Paleomagnetism: magnetic domains to geologic terranes (Chapter 6), Blackwell Science.

British Standards Institution. (2004). Eurocode 7: Geotechnical design – Part 1: General rules. BS EN 1997-1, London, UK.

Carvalho, J.L. (2002). Slope Stability Analysis for Open Pits. Golder Associates Ltd., Mississauga, Canada.

Carvalho, José L, and Golder Associates Ltd. “RocNews.” Rocscience, Apr. 2002, https://www.rocscience.com/documents/pdfs/rocnews/april2002/GolderArticle.pdf. Accessed 19 Oct. 2021.

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, 1993.

Fisher, R. (1953). Dispersion on a sphere. Proc. Royal Society London, A217, pp. 295-305.

Froldi, P. (1996). Some Developments to Hoek & Bray’s Formulae for the Assessment of the Stability in Case of Plane Failure, Bulletin of the International Association of Engineering Geology, No. 54, 91-95.

Gibson W.H., de Bruyn I.A., Walker D.J.H. (2006) Considerations in the optimization of bench face angle and berm width geometries for open pit mines, Proc. South African Institute of Mining and Metallurgy (SAIMM) Int Symp on Stability of Rock Slopes in Open Pit Mining and Civil Eng, 557-578.

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.

Goodman, R.E. and Shi, G. (1985). Block Theory and Its Application to Rock Engineering, Prentice-Hall Inc., New York.

Haldar, A. and Mahadevan, S. (2000). Probability, Reliability, and Statistical Methods in Engineering Design, John Wiley & Sons, Inc., New York.

Hoek, E. (2000). A slope stability problem in Hong Kong, Practical Rock Engineering, 92-104.

Hoek, E. and Bray, J.W. (1981). Rock Slope Engineering, Revised 3rd edition, The Institution of Mining and Metallurgy, London, pp 341 - 351.

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.

Langford, J.C, Corkum, B., Curran, J.H. (2014). Preliminary selection of optimum bench face angle using uniformly distributed wedges. International Discrete Fraction Network Engineering Conference, DFNE 2014 - 260. Vancouver, Canada.

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

Meyers, A.G. and Priest S.D. (2000). Generating discontinuity orientation data for use in probabilistic models for modelling excavations in rock. In Proceedings Geo Eng 2000, November 2000.

Miller, S.M. (1988). Modeling Shear Strength at Low Normal Stresses for Enhanced Rock Slope Engineering, Proc. Of 39th Highway Geology Symp., 346-356.

Miller, S.M., Girard, J.M., and McHugh, E. (2000). Computer modeling of catch benches to mitigate rockfall hazards in open pit mines. Pacific Rocks 2000, Balkema, Rotterdam, pp. 539-545.

Saucier, Richard (2000). Computer Generation of Statistical Distributions. Army Research Laboratory, paper ARL-TR-2168.

Sharma, S., Raghuvanshi, T. and Sahai, A. (1993). An Engineering geological appraisal of the Lakhwar Dam, Garhwal Himalaya, India, Engineering Geology, 381-398.

Sharma, S., Raghuvanshi, T.K. and Anbalagan, R. (1995). Plane failure analysis of rock slopes, Geotechnical and Geological Engineering, 13, 105-111.

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.

Windsor, C.R. (1996). Rock Reinforcement Systems. Int. J. Rock Mech.& Min. Sc., 34(6), 919-952.

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