Cracking behaviour of tunnel lining under bias pressure strengthened using FRP Grid-PCM method-Reference-Cited by-同舟云学术

Cracking behaviour of tunnel lining under bias pressure strengthened using FRP Grid-PCM method

Published:2022-05 Issue: Volume:123 Page:104436
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Liu Dejun,Shang Qi,Li Meng,Zuo Jianping,Gao Yang,Xu Fei

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference43 articles.

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4. Lining crack evolution of an operational tunnel influenced by slope instability;Chiu;Tunn. Undergr. Space Technol.,2017

5. Textile reinforced concrete: experimental investigation on design parameters;Colombo;Mater. Struct.,2013

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