Flexural behavior of segmental joint containing double rows of bolts: Experiment and simulation-Reference-Cited by-同舟云学术

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Flexural behavior of segmental joint containing double rows of bolts: Experiment and simulation

Published:2021-06 Issue: Volume:112 Page:103940
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Ding Wenqi,Chen Xiaoqing,Jin Yuelang,Qiao Yafei

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference37 articles.

1. Three dimensional structural response of segmental tunnel linings;Arnau;Eng. Struct.,2012

2. Three-dimensional finite element analysis of lined tunnels;Augarde;Int. J. Numer. Anal. Meth. Geomech.,2001

3. Mechanical behavior of segment rebar of shield tunnel in construction stage;Chen;J. Zhejiang Univ.-Sci. A.,2008

4. Numerical study on crack problems in segments of shield tunnel using finite element method;Chen;Tunn. Undergr. Space Technol.,2009

5. Full-scale testing and modeling of the mechanical behavior of shield TBM tunnel joints;Ding;Struct. Eng. Mech.,2013

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