396 Uekrences
Matheson G. D. (1983a) Rock Stability Assessment in Prelimina y lnvestigutions-
Graphical Methods. Department of the Environment, Department of Transport,
Transport and Road Research Laboratory Report LR 1039.
Matheson G. D. (1983b) Presplit blashing for Highway Road Excavation, Depart-
ment of the Environment, Department of Transport, Transport and Road
Research Laboratory Report LR 1094.
Millar D. L. (1997) Parallel distributed processing in rock engineering systems. Ph.D.
Thesis, Imperial College, London, (in press).
Milne D. M. (1988) Suggestion for standardization of rock mass classification, M.Sc.
Thesis, Imperial College, London, 165pp.
Mirza U. A. (1978) Investigation into the design criteria for underground openings
in rocks which exhibit rheological behaviour, Ph.D. Thesis, University of
Newcastle-upon-Tyne.
New B. M. (1984) Explosively-induced ground vibration in civil engineering cons-
truction, Ph.D. Thesis, University of Durham, 371pp.
Nordqvist A. (1984) ROCKDISC-a microcomputer-based core logging system. Int.
J. Rock Mech. Min. Sci. & Geomech. Abstr. 21,109-112.
Pan X. D. (1989) Numerical modelling of rock movements around mine openings,
Ph.D. Thesis, Imperial College, London, 375pp.
Pande G. N., Beer G. and Williams J. R. (1990) Numerical Methods in Rock Mechanics.
John Wiley, London.
Patton F. D. (1966) Multiple modes of shear failure in rock. Proc. 1st Cong. ISM,
Lisbon, Vol. 1, pp. 509-513.
Pierce F. T. (1926) Tensile tests for cotton yarns-V. The weakest link-theorems
on the strength of long and composite specimens. J. Textile Inst. 17, 355-368.
Pine R. J. and Batchelor A. S. (1984) Downward migration of shearing in jointed
rock during hydraulic injections. Int. J. Rock Mech. Min. Sci. b Geomech. Abstr. 21,
Poulos H. G. and Davis E. H. (1974) Elastic Solutions for Soil and Rock Mechanics.
411pp.
Price N. J. and Cosgrove J. W. (1990) Analysis of Geological Structures. Cambridge
University Press, Cambridge, 502pp.
Priest S. D. (1985) Hemispherical Projection Methods in Rock Mechanics. Allen & Unwin,
London, 124pp.
Priest S. D. (1993) Discontinuity Analysis for Rock Engineering. Chapman & Hall,
London, 473pp.
Priest S. D. and Brown E. T. (1983) Probability stability analysis of variable rock
slopes. Trans. Inst. Min. Metall. (Sect A: Min. Industry) 92, January.
Ramsay J. G. and Huber M. I. (1983) The Techniques ofModern Structural Geology, Vol.
1, Strain Analysis. Academic Press, 307pp.
Raudkivi A. J. and Callander R. A. (1976) Analysis of Groundwater Flow. Edward
Arnold, London, 214pp.
Romana M. (1985) New adjustment ratings for application of Bieniawski
classification to slopes. Proc. lnt. Symp. Rock. Mech. Excav. Min. Civ. Works. ISM,
Mexico City, pp. 59-68.
Samaniego J. A. and Priest S. D. (1985) Simulation of FIuid Flow in Fractured Rock: A
Probabilistic Approach. Imperial College, London, 37pp.
Sakurai S. and Shimizu N. (1987) Assessment of rock slope stability by fuzzy set
theory. Proceedings of the 6th International Conference on Rock Mechanics, Montreal.
A. A. Balkema, Rotterdam, pp. 503-506.
Serafim J. L. and Pereira J. P. (1983) Considerations of the geomechanical classifica-
tions of Bieniawski. Proc. Int. Symp. Eng. Geol. Underground Constr. A. A.
Balkema, Boston, MA, pp. 33-43.
Siskind D. E., Stagg M. S., Kopp J. W. and Dowding C. H. (1980) Structure Response
and Damage Produced by Ground Vibrations from Surface Blasting, US. Bureau of
Mines, Report of Investigations 8507.249-263.