Analytical solution for seismic-induced ovaling of circular tunnel lining under no-slip interface conditions: A revisit-Reference-Cited by-同舟云学术

Analytical solution for seismic-induced ovaling of circular tunnel lining under no-slip interface conditions: A revisit

Published:2009-03 Issue:2 Volume:24 Page:231-235
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Park Kyung-Ho,Tantayopin Kullachai,Tontavanich Bituporn,Owatsiriwong Adisorn

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference15 articles.

1. Effect of pore water pressure on tunnel support during static and seismic loading;Bobet;Tunn. Undergr. Space Technol.,2003

2. Burns, J.Q., Richard, R.M., 1964. Attenuation of stresses for buried cylinders. In: Proc. Symp. on Soil-Structure Interaction, Tucson, AZ, pp. 378–392.

3. Zero thickness interface elements–numerical stability and application;Day;Int. J. Numer. Anal. Meth. Geomech.,1994

4. Simplified analysis for tunnel supports;Einstein;J. Geotech. Eng.,1979

5. Stresses in Shells;Flügge,1966

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