By Charles Fairhurst; John A Hudson
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R. A. and Thiercelin M. Modelling rock mechanical processes in petroleum exploration and production. ISRM News Journal 1 No. 2 (Available from ISRM Secretariat, c/o LNEC, 101 Avenida do Brasil, P-1799 Lisboa Codex, Portugal) ( 1 993). 2 Constitutive M ode l i ng for Rocks and J o i nts w ith Comments on N u merica l I mplementat i o n C. S. DESAI University of A rizona, Tucson, AZ, USA 2. 7 39 41 43 Soapstone Rock Salt Concrete 43 VERIFICATIONS FOR JOINTS 43 43 2. 7. 1 INTRODUCTION 48 The mechanical behavior of rocks and discontinuities or joints in rocks under static and dynamic loads plays a vital role in stress-deformation and stability analyses, and design of rock foundations and structures founded in or on rocks.
The stone skeleton. Int. J. Solids Struct. 2, 249-279 ( 1966). 8. Lang T. A. and Bischoff J. A. Stability of reinforced rock structure. In Design and Performance of Underground Excavations (Edited by E. T. Brown and J. A. Hudson), pp. J l-18. British Geotechnical Society, London ( 1984). 9. Labasse H. Les pressions de terrains autour des puits. Rev. Univers. Mines Metal/. Mee. 92 s. 9, v. 5, 78-88 ( 1949). 10. Cook N. G. W. The design of underground excavations. In Proc. Symp. Rock Mech. University of Minnesota, Minneopolis, MN ( 1 966).
Sci. & Geomech. Abstr. 2S, 99-106 (1988). , Pearson J. R. A. and Thiercelin M. Modelling rock mechanical processes in petroleum exploration and production. ISRM News Journal 1 No. 2 (Available from ISRM Secretariat, c/o LNEC, 101 Avenida do Brasil, P-1799 Lisboa Codex, Portugal) ( 1 993). 2 Constitutive M ode l i ng for Rocks and J o i nts w ith Comments on N u merica l I mplementat i o n C. S. DESAI University of A rizona, Tucson, AZ, USA 2. 7 39 41 43 Soapstone Rock Salt Concrete 43 VERIFICATIONS FOR JOINTS 43 43 2.