Model test study on effective ratio of segment transverse bending rigidity of shield tunnel-Reference-Cited by-同舟云学术

Model test study on effective ratio of segment transverse bending rigidity of shield tunnel

Published:2014-03 Issue: Volume:41 Page:193-205
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Ye Fei,Gou Chang-fei,Sun Hai-dong,Liu Yan-peng,Xia Yong-xu,Zhou Zhuo

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference37 articles.

1. Structural design of linings for bored tunnels in soft ground;Bakker;Heron,2003

2. Tunnel Lining Design Guide;British Tunnelling Society,2004

3. Concrete linings for tunnel built by underground construction;DAUB;Tunnel,2001

4. Analysis of shield tunnel;Ding;Int. J. Numer. Anal. Meth. Geomech.,2004

5. Duddeck, H., Erdmann, J., 1982. Structural design models for tunnels. In: Tunnelling 82, Proceedings of the 3rd International Symposium, Brighton, 7–11 June, 1982, pp. 83–91.

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