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182 Engineering Rock Mass Classification

REFERENCES

Aydan, O., Dalgic, S., & Kawamoto, T. (2000). Prediction of squeezing potential of rocks in tunnelling
through a combination of an analytical method and rock mass classification. Italian Geotechnical
Journal, XXXIV(1), 41–45.

Barla, G. (1995). Squeezing rocks in tunnels. ISRM News Journal, 2(3&4), 44–49.
Barton, N. (1995). The influence of joint properties in modelling jointed rock masses. In Eighth

International Rock Mechanics Congress (Vol. 3, pp. 1023–10320). Tokyo, Japan.
Barton, N. (2002). Some new Q-value correlations to assist in site characterisation and tunnel design.

International Journal of Rock Mechanics and Mining Sciences, 39, 185–216.
Barton, N. (2005). Personal communication to R.K. Goel.
Barton, N., & Brandis, S. (1990). Review of predictive capabilities of JRC-JCS model in engineering

practice. Reprinted from N. R. Barton & O. Stephansson (Eds.), Rock Joints Proceedings of a
Regional Conference of the International Society for Rock Mechanics (p. 820). Leon.
Barton, N., Lien, R., & Lunde, J. (1974). Engineering classification of rock masses for the design of tunnel
support. In Rock mechanics (Vol. 6, pp. 189–236). New York: Springer-Verlag.
Bazant, Z. P., Lin, F. B., & Lippmann, H. (1993). Fracture energy release and size effect in borehole
breakout. International Journal for Numerical and Analytical Methods in Geomechanics, 17, 1–14.
Chaturvedi, A. (1998). Strength of anisotropic rock masses (p. 82). M.E. Thesis. Uttarakhand, India:
Department of Civil Engineering, IIT Roorkee.
Choubey, V. D. (1998). Potential of rock mass classification for design of tunnel supports—Hydroelectric
Projects in the Himalayas. In International Conference on Hydro Power Development in Himalayas
(pp. 305–336). Shimla, India.
Choudhary, J. S. (2007). Closure of underground openings in jointed rocks (p. 324). Ph.D.
Thesis. Uttarakhand, India: Department of Civil Engineering, IIT Roorkee.
Grimstad, E., & Bhasin, R. (1996). Stress strength relationships and stability in hard rock. Proceedings of the
Conference on Recent Advances in Tunnelling Technology (Vol. I, pp. 3–8). New Delhi, India.
Hoek, E. (1994). Strength of rock and rock masses. ISRM News Journal, 2, 416.
Hoek, E. (1998). Personal Discussions with Prof. Bhawani Singh on April 4 at Tehri Hydro Development
Corporation Ltd., Rishikesh, India.
Hoek, E. (2007). Practical rock engineering (Chap. 12). www.rocscience.com.
Hoek, E., & Brown, E. T. (1980). Underground excavations in rocks (p. 527). Institution of Mining and
Metallurgy. London: Maney Publishing.
Hoek, E., Kaiser, P. K., & Bawden, W. F. (1995). Support of underground excavations in hard rock
(p. 215). Rotterdam: A.A. Balkema.
Kaiser, P. K. (2006). Rock mechanics considerations for construction of deep tunnels in brittle rock.
In C. F. Leung & Y. X. Zhou (Eds.), Proceedings of the ISRM International Symposium 2006
and 4th Asian Rock Mechanics Symposium on Rock Mechanics in Underground Construction
(pp. 47–58). World Scientific Publishing Co. Singapore.
Kalamaras, G. S., & Bieniawski, Z. T. (1995). A rock strength concept for coal seams incorporating the effect
of time. In Proceedings of the 8th International Congress on Rock Mechanics (Vol. 1, pp. 295–302).
Kumar, N. (2002). Rock mass characterisation and evaluation of supports for tunnels in Himalaya
(p. 289). Ph.D. Thesis. Uttarakhand, India: WRDM, IIT Roorkee.
Kumar, P. (2000). Mechanics of excavation in jointed underground medium. In Symposium On Modern
Techniques in Underground Construction (pp. 49–75). New Delhi: CRRI, ISRMTT.
Lade, P. V., & Kim, M. K. (1988). Single hardening constitutive model for frictional materials—Part III:
Comparisons with experimental data. Computers and Geotechnics, 6, 31–47.
Martin, C. D., Kaiser, P. K., & McCreath, D. R. (1999). Hoek–Brown parameters for predicting the depth
of brittle failure around tunnels. Canadian Geotechnical Journal, 36, 136–151.