Effects of strain rate on the stress-strain behavior of discontinuous rock

Iranian Journal of Science and Technology, Transaction B: Technology

Volumn 21, Issue 1, 1997, Pages 45-46

  Fahimifar, A ^a  

^a AMIRKABIR UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

Confining pressure; Jointed rock; Strain rate; Stress strain; Triaxial test

Indexed keywords

EID: 24944475683     PISSN: 03601307     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (9)

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2. Fahimifar, A., Stick-slip characteristics of jointed rocks and their significance in earthquake mechanisms. Proc. 1st. Int. Con. Seismology and Earthquake Eng. Tehran, pp. 207-216 (1991).
3. Fahimifar, A., Factors affecting stick slip characteristics of rock and implications for earthquakes. Proc. 7IAEG. 2, Lisbon. (1994).
4. Perkins R. D., Green, S. J. and Friedman, M.,Uniaxial stress behaviour of porphyritic tonalité at strain rates to 103/ s, Int. J. RockMnch. Min. Sei. 7, pp. 527-35 (1970).
5. Houpert, R., The fracture behaviour of rocks, 4th Lit. Cong. ISRM, 3, pp. 107-114 (1979).
6. Schneider, H. J., The time dependence of friction of rock joints, Bull. IAEG, 16, pp. 235-239 (1977).
7. Crawford, A. M. and Curran, J. H.,The influence of shear velocity on the frictional resistance of rock discontinuities, Int. J. RockMecli. Min. Sei., 18, pp. 505-518 (1981).
8. Brown, E. T. Rock characterization testing and monitoring. ISRM suggested methods, Pergamon Press (1986).
9. Bieniawski, Z. T., Time-dependent behaviour of fractured rock. Rock Mechanics, 2, pp. 123137(1970).