Investigation of the structural effect induced by stagger joints in segmental tunnel linings: First results from full-scale ring tests-Reference-Cited by-同舟云学术

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Investigation of the structural effect induced by stagger joints in segmental tunnel linings: First results from full-scale ring tests

Published:2017-06 Issue: Volume:66 Page:1-18
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Liu Xian,Dong Zibo,Bai Yun,Zhu Yaohong

Funder

National Natural Science Foundation of China

State Key Laboratory for Hazard Reduction in Civil Engineering, Tongji University

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference18 articles.

1. Ultimate capacity of a segmental grey cast iron tunnel lining ring subjected to large deformations;Afshan;Tunn. Undergr. Space Technol.,2017

2. Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test. Part 2: Numerical simulation;Arnau;Tunn. Undergr. Space Technol.,2011

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

4. Theoretical and numerical analysis of the three-dimensional response of segmental tunnel linings subjected to localized loads;Arnau;Tunn. Undergr. Space Technol.,2015

5. Three-dimensional structural analyses of the shield-driven “green heart” tunnel of the high-speed line south;Blom;Tunn. Undergr. Space Technol.,1999

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