‘Standing’ full-scale loading tests on the mechanical behavior of a special-shape shield lining under shallowly-buried conditions-Reference-Cited by-同舟云学术

‘Standing’ full-scale loading tests on the mechanical behavior of a special-shape shield lining under shallowly-buried conditions

Published:2019-04 Issue: Volume:86 Page:34-50
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Zhang Zixin,Zhu Yeting,Huang Xin,Zhu Yanfei,Liu Wei

Funder

National Natural Science Foundation of China

State-owned Assets Supervision and Administration Commission of Shanghai

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference32 articles.

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3. Three-dimensional structural analyses of the shield-driven ‘‘GreenHeart’’ tunnel of the high-speed line south;Blom;Tunn. Undergr. Space Technol.,1999

4. Foundation Analysis and Design;Bowles,1988

5. China Association for Engineering Construction Standardization, 2004. Technical specification for fiber reinforced concrete structures (CECS38-2004).

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