Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction-Reference-Cited by-同舟云学术

Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction

Published:2008-07 Issue:4 Volume:23 Page:421-430
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Liao Shao-Ming,Peng Fang-Le,Shen Shui-Long

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference13 articles.

1. Beams, Plates, and Shells;Donnell,1976

2. Stresses in Shells;Flügge,1966

3. Huang, Z.H. 2001. Research on stagger-jointed segmental lining behavior of shield tunnel, Ph.D. Thesis, Tongji University, Shanghai (in Chinese).

4. An improvement on the Flügge-type shear equation for circular cylindrical shells under shear deformation;Jing;Journal of Zhenjiang Shipbuilding Institute,1989

5. Liao, S.M., 2002. Research on the mechanism of longitudinal shear transfer of circular tunnel, Ph.D. Dissertation, Tongji University, Shanghai (in Chinese).

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