Failure mechanism and stiffness degradation of double lining with inner R/FRC lining subjected to internal water pressure-Reference-Cited by-同舟云学术

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Failure mechanism and stiffness degradation of double lining with inner R/FRC lining subjected to internal water pressure

Published:2022-12 Issue: Volume:130 Page:104737
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Zhang Dong-Mei,Zhou Wen-Ding,Bu Xiang-Hong,Jiang Yan,Jia Kai,Yang Guang-Hua

Funder

National Natural Science Foundation of China

Shanghai Municipal Education Commission

Science and Technology Commission of Shanghai Municipality

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference42 articles.

1. Predicting the flexural response of steel fibre reinforced concrete prisms using a sectional model;Amin;Cem. Concr. Compos.,2016

2. Modelling the tension stiffening effect in SFR-RC;Amin;Mag. Concr. Res.,2016

3. Bischoff, Peter, H., 2003. Tension Stiffening and Cracking of Steel Fiber-Reinforced Concrete. ACI Mater. J. 15(2), 174–82.

4. Full stress and displacement fields for steel-lined deep pressure tunnels in transversely anisotropic rock;Bobet;Tunn. Undergr. Space Technol.,2016

5. Models for flexural cracking in concrete: the state of the art;Borosnyoi;Struct. Concr.,2005

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3. A resilience optimization design model considering surcharge for large diameter shield tunnel;IOP Conference Series: Earth and Environmental Science;2024-05-01

4. Tunnel performance prediction through degradation inspection and digital twin construction;Tunnelling and Underground Space Technology;2024-02

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