Mechanism for buckling of shield tunnel linings under hydrostatic pressure-Reference-Cited by-同舟云学术

Mechanism for buckling of shield tunnel linings under hydrostatic pressure

Published:2015-06 Issue: Volume:49 Page:144-155
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Wang J.H.,Zhang W.J.,Guo X.,Koizumi A.,Tanaka H.

Funder

Deep Tunnel Technical Research Committee (Japan)

National Natural Science Foundation of China

Ph.D. Program Foundation of the Ministry of Education of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference41 articles.

1. Amstutz, E., 1970. Buckling of Pressure Shaft and Tunnel Linings. Water and Power (November), 391–399 (based on the original work published in German in 1950).

2. Design Philosophy of Concrete Linings for Tunnels in Soft Soils;Blom,2002

3. Elastic buckling of cylindrical pipe linings with small imperfections subject to external pressure;Boot;Trenchless Technol. Res.,1998

4. Buckling of cylinders in a confining medium;Chelapati;Highway Res. Rec.,1972

5. Buckling of soil-surrounded tubes;Cheney;J. Eng. Mech. Div.,1971

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