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Journal of the Southern African Institute of Mining and Metallurgy

On-line version ISSN 2411-9717
Print version ISSN 2225-6253

J. S. Afr. Inst. Min. Metall. vol.108 n.7 Johannesburg Jul. 2008

 

TRANSACTION PAPER

 

Ground support strategies to control large deformations in mining excavations

 

 

Y. PotvinI; J. HadjigeorgiouII

IAustralian Centre for Geomechanics
IIUniversité Laval

 

 


SYNOPSIS

Tunnelling under squeezing ground conditions poses significant challenges. There are fundamental differences in the choice of support for mining as opposed to civil engineering. This paper reviews ground support strategies that have been used to control large deformations in mining excavations based on field data from five different mines in Australia and Canada. Recommendations are made for improved ground control strategies in squeezing rock conditions.


 

 

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References

AYDAN, Ö. AKAGI, T., and KAWAMOTO, T. The squeezing potential of rock around tunnels: theory and prediction. Rock Mechanics and Rock Engineering, vol. 2, 1993. pp. 137-163.         [ Links ]

BARLA, G. Squeezing rocks in tunnels. ISRM News Journal, 3/4, 1995. pp. 44-49.         [ Links ]

BARLA, G., BONINI, M., and DEBERNARDI, D. Modelling of tunnels in squeezing rock. 3rd Iranian Rock Mechanics Conference, Oct. 2007. pp. 1267-1285.         [ Links ]

BARTON, N., LIEN, R., and LUNDE, J. Engineering classification of rock masses for the design of tunnel supports. Rock Mechanics, vol. 6, no. 4, 1974. pp. 189-239.         [ Links ]

BARTON, N. TBM Tunneling in Jointed and Faulted Rock, 2000. pp. 173.         [ Links ]

DEROSS, J. 10130 Goose RHS Drive Closure Investigation, Unpublished. Internal Memorandum, Black Swan Nickel Operation, Norilsk Nickel Australia. 2007        [ Links ]

HOEK, E. Big tunnels in bad rock. ASCE Journal of Geotechnical and Geoenvironmental Engineering, vol. 127, no. 9. September 2001. pp. 726-740.         [ Links ]

MERCIER-LANGEVIN, F. and TURCOTTE, P. Evolution of ground support practices at Agnico Eagle's LaRonde Division: innovative solutions to high stress ground. Rock Mechanics: Meeting Society's Challenges and Demands. Eberhardt, Stead Morrison (eds.). 2007. pp. 1497-1504.         [ Links ]

POTVIN, Y. and SLADE, N. Controlling extreme ground deformation; Learning from four Australian case studies. Challenges in Deep and High Stress Mining. Y. Potvin, J. Hadjigeorgiou and D. Stacey (eds.), Chapter 40, 2007. pp. 355-361.         [ Links ]

SINGH, B., JETHWA, J.L., DUBE, A.K., and SINGH, B. Correlation between observed support pressure and rock mass quality. Tunnelling and Underground Space Technology, vol. 7, 1992. pp. 59-74.         [ Links ]

SANDY, M.P., GIBSONN, W., and GAUDREAU, D. Canadian and Australian ground support practices in high deformation environments. Deep Mining 07, Y. Potvin (ed.). Australian Centre for Geomechanics, 2007. pp. 297-311.         [ Links ]

SINGH, M., SINGH, B., and CHOUDHARI, J. Critical strain and squeezing of rock mass in tunnels. Tunnelling and Underground Space Technology, vol. 22, 2007. pp. 343-350.         [ Links ]

STEINER, W. Tunnelling in squeezing rocks: case histories. Rock Mech. Rock Engng. 1996, vol. 29, no. 4. pp. 211-246.         [ Links ]

TERZAGHI, K. Rock defects and loads in tunnel supports, Rock tunneling with steel supports. R.V. Proctor and T.L. White (eds.), The Commercial Shearing and Stamping Co., Youngstown, Ohio, 1946. pp. 17-99.         [ Links ]

TYLER, D.B. and WERNER, M. A case study of ground support improvement at Perseverance Mine. Ground Support in Mining and Underground Construction. Villaescusa and Potvin (eds), 2004. pp. 53-63.         [ Links ]

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