Chapter
Jul 21, 2016
Numerical Research on the Waterproof Failure Mechanism of the Sealing Gasket of an Underwater Shield Tunnel
Authors: J. C. Wang, L. W. Sun, X. J. Lv, Z. Wang, S. B. Hu, and C. F. ChaoAuthor Affiliations
Publication: Geo-China 2016
Abstract
The research on the waterproof failure mechanism was conducted by the software ABAQUS based on the project of waterproof design. The method used in the paper was compared with the predecessor method. The results showed that not only the predecessor method was workable but also the method in the paper was reasonable. The waterproof failure mechanism was also revealed. The research showed that the leakage was easier occurred on the contact surface of sealing gaskets under the condition of joint opening. However, the leakage was easier occurred on the contact surface of sealing gasket and concrete under the condition of joint dislocation.
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Published In
Geo-China 2016
Pages: 64 - 72
Copyright
© 2016 American Society of Civil Engineers.
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Published online: Jul 21, 2016
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Authors
Affiliations
J. C. Wang
Zhejiang Univ., Zhejiang, Hangzhou 310058.
L. W. Sun
Zhejiang Univ., Zhejiang, Hangzhou 310058.
X. J. Lv
Zhejiang College of Construction, Zhejiang, Hangzhou 311231.
Z. Wang
CCCC Fourth Harbor Engineering Institute Co. Ltd, Guangdong, Guangzhou 510288.
S. B. Hu
Huadong Engineering Corporation Limited, Zhejiang, Hangzhou 310014.
C. F. Chao
Zhejiang Scientific Research Institute of Transport, Zhejiang, Hangzhou 310006.
Sichuan Province Univ. Key Laboratory of Bridge Non-destruction Detecting and Engineering Computing.
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