Closure to “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
1532-3641(2006)6:1(73)/asset/db65c13f-4e4a-4bc3-9c7e-2d10e12e3170/assets/(asce)1532-3641(2006)6:1(73).fp.png)
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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.
Pinto, F. (1999). “Analytical methods to interpret ground deformations due to soft ground tunneling.” SM thesis, MIT, Cambridge, Mass.
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, Rotterdam, The Netherlands, 591–594.
Verruijt, A. (1997). “A complex variable solution for a deforming circular tunnel in an elastic half-plane.” Int. J. Numer. Analyt. Meth. Geomech., 21, 77–89.
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.
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Published In
International Journal of Geomechanics
Volume 6 • Issue 1 • January 2006
Pages: 73 - 74
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© 2006 ASCE.
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Published online: Jan 1, 2006
Published in print: Jan 2006
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K. H. Park
Assistant Professor, School of Civil Engineering, Asian Institute of Technology, P.O. Box 4, Klong Luang, Pathumthani 12120, Thailand.
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