Analysis and design methods by Charles Fairhurst; John A Hudson

By Charles Fairhurst; John A Hudson

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Div. Am. Soc. Civ. Eng. 94, 637 (1968). Crouch S. L. and Starfield A. M. Boundary Element Method in Solid Mechanics. George Allen and Unwin, London (1983). Berry D. S. and Sales T. W. An elastic treatment of ground movement due to mining - Ill, three-dimensional problem, transversely isotropic ground. J. Mech. Phys. Solids 10, 73-83 (1962). Salamon M. D. G. Elastic analysis of displacements and stresses induced by mining of seam or reef deposits, Part IV. J. S. Afr. Inst. Min. Metal/. 6S, 3 19-338 ( 1964).

Cook N. G. W. The design of underground excavations. In Proc. Symp. Rock Mech. University of Minnesota, Minneopolis, MN ( 1 966). In Failure and Breakage of Rock (Edited by C. Fairhurst), pp. 1 67-193. Port City Press, Baltimore, M D ( 1 967) 1 1 . Martin C. D. and Simmons G. R. The Underground Research Laboratory. JSRM News Journal 1 No I, 5-12 (Available from ISRM Secretariat, c/o LNEC, I O I Avenida do Brasil, P-1 799 Lisboa Codex, Portugal) ( 1992). 12. Isaacson E. de St. Q. Rock Pressure in Mines, pp.

In large measure, these models represent attempts to take a more realistic account of the existence of the systems of discontinuities and heterogeneities that tend to increase the deformability and decrease the strength of the rock mass compared to the values at smaller scales. Chapters 20 and 22 in this volume are good examples of empirical modeling. 4 Numerical models The rapid and continuing developments in numerical computation, both in hardware and software, have resulted in truly major changes in the designer's ability to develop an improved understanding of the underlying physics of rock mechanics systems.

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