Anisotropic strength and deformation behavior of Himalayan schists

International Journal of Rock Mechanics and Mining Sciences

Volumn 40, Issue 1, 2003, Pages 3-23

  Nasseri, M H B ^a   Rao, K S ^b   Ramamurthy, T ^b  

^a UNIVERSITY OF TORONTO   (Canada)

^b INDIAN INSTITUTE OF TECHNOLOGY DELHI   (India)

Author keywords

Anisotropy; Deformation; Failure criteria; Modulus; Schist; Strength; Stress strain

Indexed keywords

ANISOTROPY; DEFORMATION; ELASTIC MODULI; METAMORPHIC ROCKS; MICA; STRAIN; STRESSES;

METAMORPHIC DIFFERENTIATION;

ROCK MECHANICS;

ANISOTROPY; DEFORMATION; FOLIATION; METAMORPHIC ROCK; ORIENTATION; ROCK MECHANICS; SCHIST; STRENGTH; TRIAXIAL TEST;

EID: 0037252389     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1365-1609(02)00103-X     Document Type: Article

References (37)

1. Ramamurthy T. Strength, modulus responses of anisotropic rocks. In: Hudson JA, editor. Compressive rock engineering, vol. 1. Oxford: Pergamon 1993. p. 313-29.
2. Donath FA. Strength variation, deformational behaviour of anisotropic rocks. In: Judid WR, editor. State of the earth in the earth's crust. New York: Elsevier 1964. p. 281-98.
3. Chenevert ME, Gatline C. Mechanical anisotropies of laminated sedimentary rocks. Soc Pet Eng J 1965;67-77.
4. McLamore R, Gray KE. The mechanical behaviour of anisotropic sedimentary rocks. Trans Am Soc Mech Eng Ser B 1967;89:62-7.
5. Hoek E. Brittle failure of rock. In: Stagg KG, Zienkiewicz, OC, editors. Rock mechanics in engineering practice. London: Willey, 1968.
6. Attewell PB, Sandford MR. Intrinsic shear strength of brittle anisotropic rock-I: experimental and mechanical interpretation. Int J Rock Mech Min Sci 1974;11:423-30.
7. Brown ET, Richard LR, Barr MV. Shear strength characteristics of Delabole slate Proceedings Conference on Rock Engineering, New Castle Upon Tyne, 1977. p. 31-51.
8. Deklotz EJ, Brown JW, Stemler O. A. Anisotropy of schistose gneiss. Proceedings of the First Congress, International Society for Rock Mechanics, vol. 1, Lisbon, 1966. p. 465-70.
9. Akai K, Yammamoto K, Ariola M. Experimentele forschung Uber anisotropische eigenschaften von kristallinen schierfern. In Proceedings on Rock Mechanics, vol. 11, Belgrade, 1970. p. 181-6.
10. McCabe WM, Koerner RM. High pressure shear strength of and anisotropic mica schist rock. Int J Rock Mech Min Sci 1975;12:219-28.
11. Nasseri MH, Seshagiri Rao K, Ramamurthy T. Engineering geological and geotechnical responses of schistose rocks fromdam project areas in India. Eng Geol 1996;44:183-201.
12. Nasseri MH, Rao KS, Ramamurthy T. Failure mechanism in schistose rocks. Int J Rock Mech Min Sci 1997;34(3-4):219.
13. Singh VK, Singh D, Singh TN. Prediction of strength properties of some schistose rocks from petrographic properties using artificial neural networks. Int J Rock Mech Min Sci 2001;38(2):269-84.
14. Ramamurthy T, Rao GV, Rao KS. Strength criterion for rocks. Proceeding of the Indian Geotechnical Conference, vol. 1, Roorkee. p. 59-64.
15. Ramamurthy T, Rao GV, Singh J. A strength criterion for anisotropic rocks. Proceedings of the Fifth Australia-Newzeland Conference on Geomechanics, vol. 1, Sydney, 1988. p. 253-7.
16. Horino FG, Ellicksone ML. A method of estimating the strength of rock containing planes of weakness, no.7449. US Bureau mines, report investigation 1970.
17. Rao KS, Rao GV, Ramamurthy T. A strength criterion for anisotropic rocks. Ind Geotech J 1986;16(4):317-33.
18. Al-Harthi AA. Effect of planar structures on the anisotropy of Ranyah sandstone, Saudi Arabia. Eng Geol 1998;50:49-57.
19. Pomeroy CD, Hobbs DW, Mahmoud A. The effect of weakness plane orientation on the fracture of Barnsley hard coal by triaxial compression. Int J Rock Mech Min Sci 1971;8:227-38.
20. Allirote D, Boehler JP. Evaluation of mechanical properties of a stratified rock under con.ning pressure. Proceedings of the Fourth Congress on. I.S.R.M., vol.1, Montreux, 1970. p. 15-22.
21. Tien YM, Tsao PF. Preparation and mechanical properties of artifice transversely isotropic rock. Int J Rock Mech Min Sci 2000;37:1001-12.
22. Jaeger JC. Shear failure of anisotropic rocks. Geol Mag 1960;97:65-72.
23. Walsh JB, Brace WF. A fracture criterion for brittle anisotropic rocks. Geophys Res J 1964;69:3449.
24. Hoek E, Brown ET. Underground excavation in rocks. London: The Institution of Mining and Metallurgy, 1980.
25. Read SAL, Perrin ND, Brown IR. Measurement and analysis of laboratory strength and deformability characteristics of schistose rocks. Proceedings of the Sixth International Conference on Rock Mechanics, vol. 1, Montreal, 1987. p. 233-8.
26. Amadei B. Importance of anisotropy when estimation and measuring in situ stresses in rock. Int J Rock Mech Min Sci Geotech Abstr 1996;33(3):293-326.
27. Amadei B, Savage WZ, Swolfs HS. Gravitational stresses in anisotropic rock masses. Int J Rock Mech Min Sci Geomech Abstr 1987;24:5-14.
28. Worotnicki G. CSIRO Triaxial stress measurement cell. In: Hudson JA, editor. Compressive Rock Engineering, vol. 3. Oxford: Pergamon, 1993 [Chapter 13].
29. Pinto IJ. Deformability of schistose rocks. Proceedings of the Science Congress, International Society for Rock Mechanics, Belgrade 1970.p. 491-6.
30. Kwasniewski M, Neuyen HV. Experimental studies on anisotropy of the time-dependent behaviour of bedded rocks. Proceedings of the International Symposium on Engineering. in Compl. Rock Foem. Beijing, China 1986.
31. Corthesy R, Gill DE, Leite MH. An integrated approach to rock stress measurement in anisotropic non-linear elastic rock. Int. J Rock Mech Min Sci Geotech Abstr 1993;30(4):395-411.
32. Hobbs DW. The strength and stress-strain characteristics of coal in triaxial compression. J Geol 1964;72:214-31.
33. Homand F, Morel E, Henry JP, Cuxac P, Hammade E. Characterization of the moduli of elasticity of an anisotropic rock using dynamic and static methods. Int J Rock Mech Min Sci Geomech Abstr 1993;30:527-35.
34. ISRM. Suggested methods for determining uniaxial compressive strength of rock materials. Document No. 1, .rst revision, 1977.
35. IS 2720, Indian standard on method of test for soils: Part III-Determination of speci.c gravity, 1964.
36. Singh J, Ramamurthy T, Rao GV. Strength anisotropies in rocks. Ind Geotech J 1989;19(2):147-66.
37. Kondner RL, Zelasko JS. A hyperbolic stress-strain formulation for sands. Proceedings of the Second Pan-American Conference on Soil Mechanics and Foundation Engineering, vol. 1, Rio de Janeiro, 1963. p. 286-324.