DISCUSSIONS AND CLOSURES
Jan 1, 2006

Discussion of “Elastic Solution for Tunneling-Induced Ground Movements in Clays” by K. H. Park

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Publication: International Journal of Geomechanics
Volume 6, Issue 1
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References

Bobet, A. (2001). “Analytical solutions for shallow tunnels in saturated ground.” J. Eng. Mech., 127(12), 1258–1266.
Loganathan, N., and Poulos, H. G. (1998). “Analytical prediction for tunneling-induced ground movements in clays.” J. Geotech. Geoenviron. Eng., 124(9), 846–856.
O’Reilly, M. P., and New, B. M. (1982). “Settlements above tunnels in the United Kingdom—Their magnitude and prediction.” Tunnelling’82, IMM, London, 173–181.
Peck, R. B. (1969). “Deep excavations and tunnels in soft ground.” Proc., 7th Int. Conf. on Soil Mechanics and Foundation Engineering, Mexico City, State of the Art Volume, 225–290.
Pinto, F. (1999). “Analytical methods to interpret ground deformations due to soft ground tunneling.” SM thesis, MIT, Cambridge, Mass.
Sagaseta, C. (1987). “Analysis of undrained soil deformation due to ground loss.” Geotechnique, 37, 301–320.
Simpson, B., Atkinson, J. H., and Jovicic, V. (1996). “The influence of anisotropy on calculations of ground settlements above tunnels.” Proc. Geotechnical Aspects of Underground Construction in Soft Ground, R. J. Mair and R. N. Taylor, eds. Balkema, 591–594.
Strack, O. E. (2002). “Analytic solutions of elastic tunnelling problems.” PhD thesis, Delft Univ. of Technology.
Verruijt, A., and Booker, J. R. (1996). “Surface settlements due to deformation of a tunnel in an elastic half plane.” Geotechnique, 46(4), 753–756.
Verruijt, A., Sagaseta, C., and Strack, O. E. (2003). “Discussion of paper by Chou and Bobet.” Tunnelling and Underground Space Technology, 18, 93–94.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 6Issue 1January 2006
Pages: 72 - 73

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Published online: Jan 1, 2006
Published in print: Jan 2006

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F. Pinto
National Univ. of Córdoba, Argentina.
A. J. Whittle
Massachusetts Institute of Technology, Cambridge, MA.

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