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Modified Kastner Formula for Cylindrical Cavity Contraction in Mohr-Coulomb Medium for Circular Tunnel in Isotropic Medium

Published online by Cambridge University Press:  22 March 2012

Y. M. Cheng*
Affiliation:
Department of Civil and Structural Engineering, Hong Kong Polytechnic University, Kowloon, Hong Kong
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Abstract

The Kastner formula for cavity contraction is one of the commonly used formulae for the cavity contraction problem in tunnel excavation, and it is based on the assumption of small displacement around the cavity with no volume change in the plastic zone. In this paper, the errors arising from these assumptions are discussed, and the volume change of the plastic zone is considered. It can be seen that this assumption is reasonable for normal situations, but for rock with weak shear strength, the Kastner formula should be used with care, especially in situations where there will be relatively large volume changes in the plastic zone.

Type
Articles
Copyright
Copyright © The Society of Theoretical and Applied Mechanics, R.O.C. 2012

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References

REFERENCES

1. Bishop, R. F., Hill, R. and Mott, N. F., “Theory of Indentation and Hardness Tests,” Proceedings of Physics Society, 57, p. 147 (1945).CrossRefGoogle Scholar
2. Gibson, R. E. and Anderson, W.F., “In-Situ Measurement of Soil Properties with the Pressuremeter,” Civil Engineering Public Works Review, 56, pp.615618 (1961).Google Scholar
3. Ladanyi, B., “Expansion of a Cavity in a Saturated Clay Medium,” Journal of Soil Mechanics and Foundations Engineering, Division of ASCE, 89, pp. 127161 (1972).CrossRefGoogle Scholar
4. Palmer, A. C., “Undrained Plane Strain Expansion of a Cylindrical Cavity in Clays,” Geotechnique, 22, pp. 451457 (1972).CrossRefGoogle Scholar
5. Vesic, A. S., “Expansion of Cavities in Infinite Soil Mass,” Journal of the Soil Mechanics and Foundations Division, ASCE, 18, pp. 265291 (1972).CrossRefGoogle Scholar
6. Hughes, J. M. O., Worth, C. P. and Windle, D., “Pressuremeters Tests in Sands,” Geotechnique, 27, pp. 45477 (1977).CrossRefGoogle Scholar
7. Randolph, M. F. and Wroth, C. P., “An Analytical Solution for the Consolidation Around a Driven Pile,” International Journal for Numerical and Analytical Methods in Geomechanics, 3, pp. 217229 (1979).CrossRefGoogle Scholar
8. Randolph, M. F., Carter, J. P. and Wroth, C. P., “Driven Piles in Clays – The Effects of Instllation and Subsequent Consolidation,” Geotechnique, 29, pp. 361393 (1978).CrossRefGoogle Scholar
9. Houlsby, G. T. and Withers, N. J., “Analysis of the Cone Pressuremeter Test in Clay,” Geotechnique, 38, pp. 573587 (1988).CrossRefGoogle Scholar
10. Hill, R., The Mathematical Theory of Plasticity, Oxford University Press (1950).Google Scholar
11. Durban, D. and Baruch, M., “On the Problem of a Spherical Cavity in an Infinite Elasto-Plastic Medium,” Journal of Applied Mechanics, 43, pp. 633638 (1976).CrossRefGoogle Scholar
12. Durban, D., “Large Strain Solution for Pressurized Elasto/Plastic Tubes,” Journal of Applied Mechanics, 46, pp. 228230 (1979).CrossRefGoogle Scholar
13. Durban, D., “Finite Straining of Pressurized Compressible Elasto-Plastic Tubes,” International Journal of Engineering Sciences, 26, pp. 939950 (1988).CrossRefGoogle Scholar
14. Yu, H. S., “Cavity Expansion Theory and Its Application to the Analysis of Pressuremeters,” Ph.D. thesis, University of Oxford, UK (1990).Google Scholar
15. Yu, H. S., Cavity Expansion Methods in Geomechanics, Kluwer Academic Publishers (2000).CrossRefGoogle Scholar
16. Yu, H. S., Plasticity and Geotechnics, Springer (2006).Google Scholar
17. Kastner, H., Statics of Tunnel and Sap (1951).Google Scholar
18. Kastner, H., Statik des Tunnel-und Stollenbaues, Springer, Berlin Heidelberg, New York (1962).Google Scholar
19. Carter, J. P., Booker, J. R. and Yeung, S. K., “Cavity Expansion in Cohesive Frictional Soils,” Geotechnique, 36, pp. 349358 (1986).CrossRefGoogle Scholar
20. Yu, H. S. and Houlsby, G. T., “Finite Cavity Expansion in Dilatant Soils: Loading Analysis,” Géotechnique, 41, pp. 173183 (1991).CrossRefGoogle Scholar
21. Yu, H. S., “Expansion of a Thick Cylinder of Soils,” Computers and Geotechnics, 14, pp. 2141 (1992).CrossRefGoogle Scholar
22. Collins, I. F., Pender, M. J. and Wang, Y., “Cavity Expansion in Soils Under Drained Loading Conditions,” International Journal of Numerical Analysis Methods. Geomech. 16, pp. 323 (1992).CrossRefGoogle Scholar
23. Salgado, R., Mitchell, J. K. and Jamiolkowski, M., “Cavity Expansion and Penetration Resistance in Sand,” Journal of Geotechniques and Geoenvironmental Engineering, ASCE, 123, pp. 344354 (1997).CrossRefGoogle Scholar
24. Ladanyi, B. and Foriero, A., “A Numerical Soluion of Cavity Expansion Problem in Sand Based Directly on Experimental Stress-Strain Curves,” Canadian Geotechnical Journal, 35, pp. 541559 (1998).CrossRefGoogle Scholar
25. Wilson, A. H., “A Method of Estimating the Closure and Strength of Lining Required in Drivages Surrounded by a Yield Zone,” International Journal for Rock Mechanics and Mining Sciences, 17, pp. 349355 (1980).CrossRefGoogle Scholar