Failure tests and bearing performance of prototype segmental linings of shield tunnel under high water pressure-Reference-Cited by-同舟云学术

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Failure tests and bearing performance of prototype segmental linings of shield tunnel under high water pressure

Published:2019-10 Issue: Volume:92 Page:103053
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Zhang Li,Feng Kun,Gou Chao,He Chuan,Liang Kun,Zhang Haihua

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference23 articles.

1. Experimental investigation on the ultimate bearing capacity of continuous-jointed segmental tunnel linings;Bi;China Civil Eng. J.,2014

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

3. Structural Nonlinear Analysis program: Opensees Theory and Tutorial;Chen,2014

4. Centrifugal model tests on face failure of earth pressure balance shield induced by steady state seepage in saturated sandy silt ground;Chen;Tunn. Undergr. Sp. Technol.,2018

5. Failure mechanism of the full-ring for segmented tunnel lining;Dong;Chinese J. Geotechn. Eng.,2014

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