References

Project Settings

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

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.

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

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.

Input Data

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 capabilites 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.

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.

Analysis Results

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

Support

Barley, A.D. and Windsor, C.R. (2000). Recent Advances in Ground Anchor Technology with Reference to the Development of the Art. GEO 2000 International Conference on Geotechnical and Geotechnical Engineering, Melbourne.

Rocscience. (2002). UnWedge version 2.37 User's Guide.

Windsor, C.R. and Thompson, A.G. (1992). SAFEX-A design and analysis package for rock reinforcement. International Symposium on Rock Support, Sudbury, Ontario, 17-23.

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

Hutchinson, D.J. & Diederichs, M.S. (1996). Cablebolting in Underground Mines. BiTech Publishers.

Theory

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

Chugh, A.K. (1981). Pore Water Pressure in Natural Slopes. International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 5, 449 – 454, John Wiley & Sons Ltd.

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.

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

Franke, Richard. (1985). Thin plate splines with tension. Computer Aided Geometric Design 2, 87 – 95, North-Holland.

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

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

Shepard, D. (1968). A two dimensional interpolation function for irregularly spaced data. Proc. 23rd Nat. Conf. ACM, 517 524.