Phase2 References
Pande, G.N., Beer, G., & Williams, J.R., (1990), "Numerical Methods in Rock Mechanics", John Wiley and Sons, Ltd.
Duncan, J.M. (2000). Factors of safety and reliability in geotechnical engineering. J. Geotechnical & Geoenvironmental Engineering, April, pp. 307-316.
Brooks, R. and Corey, A. (1964). "Hydraulic properties of porous media." Hydrology Paper No. 3, Colorado State University.
Fredlund, D.G. and Rahardjo, H. (1993). "Soil Mechanics for Unsaturated Soils." John Wiley, New York.
Fredlund, D.G. and Xing, A. (1994). "Equations for the soil-water characteristic curve." Canadian Geotechnical Journal 31, 521-532.
Fredlund, D. G. (2000). "The 1999 R.M. Hardy Lecture: The implementation of unsaturated soil mechanics into geotechnical engineering." Can. Geotech. J. 37: 963–986.
Gardner, W. (1956). "Mathematics of isothermal water conduction in unsaturated soils." Highway Research Board Special Report 40 International Symposium on Physico-Chemical Phenomenon in Soils, Washington D.C. pp. 78-87.
Skempton, A.W. (1954). "The pore pressure coefficients A and B". Geotechnique, 4(4), 143-147.
van Genuchten, M. Th. (1980). "A closed form equation for predicting the hydraulic conductivity of unsaturated soils." Soil Science Society of America Journal 44, 892-898.
Duncan, J.M. and Chang, C.Y. (1970). Nonlinear analysis of stress and strain in soils. J. of Soil Mech. and Foundation Division, ASCE, 96 (SM5), pp.1629-1653.
Wong, K.S. and Broms, B.B. (1994). Analysis of retaining walls using the Hyperbolic Model. Soil-structure interaction numerical analysis and modeling, Ed. John W. Bull, E. and FN. SPON, London, UK, pp. 605-645.
Hoek, E., Carranza-Torres, C. and Corkum, B. (2002). Hoek-Brown Failure Criterion – 2002 Edition. 5th North American Rock Mechanics Symposium and 17th Tunneling Association of Canada Conference: NARMS-TAC, 2002, pp. 267-271.
Hoek, E. and Diederichs, M.S. (2006). Empirical estimation of rock mass modulus. International Journal of Rock Mechanics and Mining Sciences, 43, 203–215.
Pande, G.N., Beer, G. and Williams, J.R. (1990). Numerical Methods in Rock Mechanics, John Wiley and Sons Ltd.
Barton, N.R. (1972). A model study of rock-joint deformation, Int. J. Rock Mech. Min. Sci., Vol. 9, 579-602.
Fisher, R. (1953). Dispersion on a sphere. Proc. Royal Society London, A217, pp. 295-305.
Butler, R.F. (1992). Paleomagnetism: magnetic domains to geologic terranes (Chapter 6), Blackwell Science.
Moosavi, M. (1997), "Load distribution along fully grouted cable bolts based on constitutive models obtained from modified Hoek cells". Ph.D. Thesis, Queen's University, Kingston, Ontario, Canada.
Moosavi, M. , Bawden, W.F. and Hyett, A.J., (1996), "A comprehensive laboratory test programme to study the behaviour of modified geometry cable bolt support", Rock mechanics, tools and technics, Proceedings of the 2nd North American Rock Mechanics Symposium, Montreal.
Hyett, A.J., Moosavi, M and Bawden, W.F., (1996), "Load distribution along fully grouted bolts, with emphasis on cable reinforcement", Int. J. of Num. & Anal. Meth. in Geomech. Vol 20, pp 517-544.
Hyett, A.J, Bawden, W.F., MacSporran, G.R., and Moosavi M., (1995), "A constitutive law for bond failure of fully grouted cable bolts using a modified Hoek cell", Intl. J. Rock Mech. and Mining Sci. & Geomechanics Abstracts, Vol 32, No.1, pp 11-36.
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.
Franke, Richard (1985). "Thin plate splines with tension." Computer Aided Geometric Design 2, 87 – 95, North-Holland.
Shepard, D. (1968). "A two dimensional interpolation function for irregularly spaced data." Proc. 23rd Nat. Conf. ACM, 517 524.
Owen, D.R.J. and Hinton, E. (1986), Finite elements in Plasticity theory and practice, Department of Civil Engineering, University College of Swansea, UK, Pineridge Press Limited, Swansea, UK. (Chapter 5.5).
Smith, I.M. and Griffiths, D.V., Programming the finite element method, Second ed., University of Manchester, UK, John Wiley and Sons, New York. (Chapter 4).
Esterhuizen, J., Filz, G.M. and Duncan, J.M., Constitutive Behaviour of Geosynthetic Interfaces, Journal of GeoTechnical and Geoenvironmental Engineering, October 2001, pp 834-840.
Forsman, J. and Slunga, E., The Interface Friction and Anchor Capacity of Synthetic Georeinforcements, Fifth International Conference on Geotextiles, Geomembranes and Related Products, Singapore, September 1994.
Atlas Copco (2006), personal communication.