By Charles Fairhurst; John A Hudson
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First released in 1994. Routledge is an imprint of Taylor & Francis, an informa corporation.
Even supposing such a lot undergraduates may be able to acquire qualitative info with out an excessive amount of hassle, they can be much less profitable in turning this into a fascinating, theoretically-informed research. Qualitative study via Case stories can help scholars increase the standard in their paintings via introducing quite a lot of traditions, together with interpretive techniques resembling grounded conception, dramaturgical research, ethnomethodology and dialog research and political methods equivalent to severe discourse research, feminism and postmodern ethnography.
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Additional resources for Analysis and design methods
And Brekke T. L. A model for the mechanics ofjointed rock. J. Soil Mech. Found. 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.
6S, 3 19-338 ( 1964). Cundall P. A. A computer model for simulating progressive, large-scale movements in blocky rock systems. In Proc. Symp. Int. Soc. , Nancy, France vol. 1, paper No. 11-8 (1971). Johansson E. and Lorig L. J. Use of numerical models in design and monitoring of multiple parallel caverns. In Proc. Int. Symp. Unique Underground Structures, Golden, CO (Edited by R. S. Sinha), vol. l, pp. 1 1- 1 to 1 1-19. CSM Press, Golden, CO (1990). Kuula H. Personal communication (1992). Cundall P.
Have all made valuable contributions and all can assist further. Powerful numerical models are becoming available, designed specifically with rock masses and rock engineering in mind. These models could serve to integrate the valuable information assembled over many years from other approaches and to provide a foundation upon which to build stronger mechanics-based design procedures for rock engineering. Knowledge of rock mass properties is still inadequate; additional efforts to complement initiatives such as the Hoek-Brown criterion are needed.