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Volume 02 Issue 1

Stress Distribution and Possible Stress Induced Failure Around Roadway Tunnel inside Madhyapara Hardrock Mine, Bangladesh

Published: 28 Feb 2012 Issue:Volume 02 Issue 1 Oct 2007 Author details below
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Research summary

In the present research the detail stress analysis has been carried out using Kirsch’s equation inscribing circular roof of the tunnel. A computer program using FORTRAN has been developed in order to calculate the stresses in and around the tunnel opening. It is observed from the analyses that the maximum principal stresses are found at the corner of the arc of the opening. At the corner compressive stress is active whereas tensile stress is prevails on the top of the roof. We compared the different stresses whose are active surrounding the Roadway tunnel with strength of the rock and try to predict the possible failure. Strength of rock of different categories is determined from laboratory tests and found that the rock strength are 105 Mpa, 70 Mpa and 40 Mpa of rock categories I, II & III respectively. It is mentioned that rock are categorized on the basis of joint spacing. According to the stress distribution, the stress-induced failure could be occurred around the corner of the arc at initial period of tunnel construction. The line of failure was determined using uniaxial compressive strength of rock and the maximum and minimum principal stresses. It is found that notches and failed region are larger in rock category-III

Article History

Published 28 Feb 2012

How to Cite

S1, I. M., Q2, C., Deb3, S. N., & L.4, M. I.. (2012). Stress Distribution and Possible Stress Induced Failure Around Roadway Tunnel inside Madhyapara Hardrock Mine, Bangladesh. Journal of Business and Retail Management Research, Volume 02 Issue 1.

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Archive cited by No internal citing article yet
Reference depth 12 sources listed
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APA

S1, I. M., Q2, C., Deb3, S. N., & L.4, M. I.. (2012). Stress Distribution and Possible Stress Induced Failure Around Roadway Tunnel inside Madhyapara Hardrock Mine, Bangladesh. Journal of Business and Retail Management Research, Volume 02 Issue 1.

MLA

S1, Islam M., et al.. "Stress Distribution and Possible Stress Induced Failure Around Roadway Tunnel inside Madhyapara Hardrock Mine, Bangladesh." Journal of Business and Retail Management Research, Volume 02 Issue 1, 2012.

Chicago

Islam M. S1, Chowdhury Q2, Saumitra Narayan Deb3, and Mashkovtsev I. L.4. "Stress Distribution and Possible Stress Induced Failure Around Roadway Tunnel inside Madhyapara Hardrock Mine, Bangladesh." Journal of Business and Retail Management Research Volume 02 Issue 1 (28 Feb 2012).

Harvard

S1, I. M., Q2, C., Deb3, S. N., & L.4, M. I. (2012) Stress Distribution and Possible Stress Induced Failure Around Roadway Tunnel inside Madhyapara Hardrock Mine, Bangladesh. Journal of Business and Retail Management Research, Volume 02 Issue 1

References

  1. Brady B.H & Brown E.T., 1985, Rock Mechanics for underground mining, Gorge Allen     and Unwin, London, p 527.
  2. Guha, D.K., 1978.Tectonic Framework and oil and gas prospect of Bangladesh. Proc., of     4th Annual Conference, Bangladesh Geological Society, Dhaka. pp 65-78.
  3. Hoek, E & Brown, E.T., 1982, Underground Excavation in Rock, 3rd Edition, The     Institution of mining and metallurgy, London, p 520.
  4. Hoek E & Bray J, 1985. Rock Slope Engineering, 3rd Edition, The Institution of mining     and metallurgy, London, p 358.
  5. Martin, C.D., 1997, Seventeenth Canadian Geotechnical colloquium: The effect of     cohesion loss and stress-path on brittle rock strength. Can. Geotech. J, 34(5): pp.     698-725. 
  6. Martin, C.D. Kaiser, P.K. and McGrath, D.R., 1999, Hoek and Brown’s parameters for     Predicting depth of brittle failure around tunnels. Can. Geotech. J.vol.32. p 136-    149.
  7. NAMNAM, 1999. Geological reports of boreholes drilling of Madhyapara Hard rock     Mining Project (Revision). Unpublished report of MHM p 141.
  8. NAMNAM, 2001.Geological survey data of underground Roadway of Madhyapara Hard     Rock Mining Project Unpublished report, pp. 1-16.
  9. Ortlepp, W.D., O’Ferral, R.C., and Wilson, J. W. 1972. Support methods in tunnels.     Association of Mine Managers of South Africa, Papers and Discussion, pp. 167–    195. 
  10. Ortlepp, W.D. 1997. Rock fracture and rockbursts – an illustrative study. Monograph           Series M9. The South Africian Institute of Min- ing and Metallurgy,     Johannesburg.
  11. Rahman, M.A., Mia, I., and Blank, and B.R. 1984. Gravity and Magnetic investigation in     Badargonj- Nowabgonj-Hilli and adjoining areas, Rangpur and Dinajpur Districts     Bangladesh. Records of Geological Survey of Bangladesh (unpublished).
  12. Sakurai1993, Sakurai, S. 1993. Back analysis in rock engineering. Comprehensive Rock     Engineering - Excavation, Support and Monitoring. Vol. 4. Edited by J.A. Hudson.     Pergamon Press, Oxford, pp. 543–569.

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