Full-scale experiment for segmental linings of deep-buried shield tunnels bearing high inner water pressure: Comparison of mechanical behaviors of continuous- and stagger-jointed structures-Reference-Cited by-同舟云学术

Full-scale experiment for segmental linings of deep-buried shield tunnels bearing high inner water pressure: Comparison of mechanical behaviors of continuous- and stagger-jointed structures

Published:2023-02 Issue: Volume:8 Page:252-266
ISSN:2467-9674
Container-title:Underground Space
language:en
Short-container-title:Underground Space

Author:

Zhou Long,Shen Yi,Guan Linxing,Yan Zhiguo,Sun Wei,Li Yaoliang

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference28 articles.

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3. Internal forces arising in the segmental lining of an earth pressure balance-bored tunnel;Bilotta;Journal of Geotechnical and Geoenvironmental Engineering,2013

4. Study of full-scale horizontal integral ring test for super-large-diameter tunnel lining structure;Cao,2008

5. Response of operating metro tunnels to compensation grouting of an underlying large-diameter shield tunnel: A case study in Hangzhou;Gan;Underground Space,2022

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3. Full-scale experiment on the bearing and deformation characteristics for prestressed double-layered shield tunnel linings under high internal pressure;International Journal of Pressure Vessels and Piping;2024-08

4. Performance of Engineered Cementitious Composites (ECC) in shield tunnel segmental joints: A comparative study with ordinary reinforced concrete;Case Studies in Construction Materials;2024-07

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