Rock Mechanics and Rock Engineering

, Volume 21, Issue 3, pp 219–228 | Cite as

Pressure on lining due to initial stress field by finite-infinite-interface element method

  • Prabhat Kumar
  • Bhawani Singh
Technical Note

Keywords

Civil Engineer Stress Field Initial Stress Initial Stress Field 

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References

  1. Buragohain, D. M., Shah, V. L. (1977): Curved Interface Elements for Interaction Problems. International Symposium on Soil-structure Interaction, Civil Engineering Department, University of Roorkee, Roorkee, India, pp. 197–201.Google Scholar
  2. Gioda, G. (1984): A Simple Boundary Equation Technique for Elastic Stress Analysis of Underground Cavities. Rock Mechanics and Rock Engineering17, 147–165.Google Scholar
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  7. Kumar, P., Singh, B. (1988a): Effect of Rockmass Anisotropy on Lining Medium Interaction in Power Tunnels. International Symposium on Tunnelling for Water Resources and Power Projects, Central Board of Irrigation and Power, New Delhi, Vol. I, pp. 309–314.Google Scholar
  8. Kumar, P., Singh, B. (1988 b): On the Use of Underground Space for Burial of Nuclear Waste. International Symposium on Underground Engineering, Central Mining Research Station, Dhanbad, Bihar, India, pp. 521–530.Google Scholar
  9. Pande, G. N., Sharma, K. G. (1979): On Joint/Interface Element and Associated Problems of Numerical Ill-Conditioning. International J. Num. Anal. Meth. Geomechanics3, (no. 3), 293–300.Google Scholar
  10. Singh, B. (1973): Continuum Characterisation of Jointed Rockmass (part I — The Constitutive Equation. Part II — Significance of Low Shear Modulus). Int. J. Rock Mechanics and Mining Science10, 311–349.Google Scholar

Copyright information

© Springer-Verlag 1988

Authors and Affiliations

  • Prabhat Kumar
    • 1
  • Bhawani Singh
    • 1
  1. 1.University of RoorkeeRoorkeeIndia

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