ICF13B

13th International Conference on Fracture June 16–21, 2013, Beijing, China -9- References [1] Ch. Jaeger, Rock Mechanics and Rock Engineering, Cambridge University Press, Cambridge, 1972. [2] F.G. Bell (Ed.), Ground Engineer’s Reference Book, Butterworths, London, 1987. [3] O.C. Zienkiewicz, K.G. Stagg, Cable method of in-situ rock testing, Int. J. Rock Mech. Mining Sci., 4(1967) 273-300. [4] A.P.S. Selvadurai, (1978) The interaction between a rigid circular punch on an elastic halfspace and a Mindlin force. Mech Res Comm, 5 (1978) 57-64. [5] R.D. Mindlin, Force at a point in the interior of a semi-infinite solid, Physics, 7(1936) 195-202 [6] A.P.S. Selvadurai, The displacement of a rigid circular foundation anchored to an isotropic elastic halfspace. Géotechnique, 29 (1979) 195-202. [7] A.P.S. Selvadurai, The interaction between a rigid circular foundation and an anchor region located in a transversely isotropic elastic rock mass, in: P.J.N. Pells Ed. Proceedings of the International Conference on Structural Foundations on Rock, Sydney, A.A. Balkema, The Netherlands, Vol.1 (1980) 23-28. [8] A.P.S. Selvadurai, Elastic contact between a flexible circular plate and a transversely isotropic elastic halfspace, Int J Solids Struct, 16 (1980) 167-176. [9] A.P.S. Selvadurai, N.A. Dumont, Mindlin's problem for a halfspace indented by a flexible plate, J Elast, 105 (2011) 253-269. [10] A.P.S. Selvadurai A contact problem for a Reissner plate and an isotropic elastic halfspace, J Theor Appl Mech, 3 (1984) 181-196. [11] A.P.S. Selvadurai, An energy estimate of the flexural deflections of a circular foundation embedded in an elastic medium, Int J Num Analyt Meth Geomech, 3 (1979) 285-292. [12] A.P.S. Selvadurai, Some results concerning the viscoelastic relaxation of prestress in a near surface rock anchor, Int J Rock Mech, Min Sci Geomech Abst, 16 (1979) 309-317 [13] A.P.S Selvadurai, Fracture evolution during indentation of brittle elastic solid, Mech Cohesive-Frict Mat, 5 (2000) 325-339. [14] S.G. Lekhnitskii, Anisotropic Elasticity, Holden-Day, San Francisco, 1963. [15] A.J.M. Spencer, Continuum Mechanics, Dover Publ, Mineola, New York, 2004. [16] R.O. Davis, A.P.S. Selvadurai, Elasticity and Geomechanics, Cambridge University Press, Cambridge, 1996. [17] H.A. Elliott, Axially symmetric stress distributions in aelotropic hexagonal crystals, Proc Camb Phil Soc, 45 (1949) 621-630. [18] R.T. Shield, R.T. 1951. Notes on problems in hexagonal aelotropic materials, Proc Camb Phil Soc, 47 (1951) 401-409 [19] V.A. Sveklo, The action of a stamp on an elastic anisotropic halfspace, Prikl Math Mech, 34 (1970) 165-171. [20] A.P.S. Selvadurai, The settlement of a rigid circular foundation resting on a halfspace exhibiting a near surface elastic non-homogeneity, Int J Num Analyt Meth Geomech, 20 (1996) 351-364. [21] A,P.S. Selvadurai, Elastic Analysis of Soil-Foundation Interaction, Developments in Geotechnical Engineering 17, Elsevier Sci. Publ Co, 1979. [22] G.M.L. Gladwell, Contact Problems in the Classical Theory of Elasticity, Sijthoff-Noordhoff, Alphen Aan den Rijn, The Netherlands, 1980. [23] A.P.S. Selvadurai, On the mathematical modelling of certain fundamental elastostatic contact problems in geomechanics, in: Modelling in Geomechanics, (M. Zaman, G. Gioda, J.R. Booker Eds.) Ch. 13 (2000) 301-328. [24] A.P.S. Selvadurai, The analytical method in geomechanics, Appl Mech Rev, 60 (2007) 87-106. [25] S.M. Aleynikov, Spatial Contact Problems in Geotechnics. Boundary Element Method,

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