Ultimate load-carrying capacity of the longitudinal joints in segmental tunnel linings-Reference-Cited by-同舟云学术

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Ultimate load-carrying capacity of the longitudinal joints in segmental tunnel linings

Published:2017-05-29 Issue:5 Volume:18 Page:693-709
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Struct Concrete

Author:

Liu Xian¹²^ORCID,Zhang Chen¹,Zhang Chenguang¹,Yuan Yong¹²

Affiliation:

1. College of Civil Engineering; Tongji University; Shanghai China

2. State Key Laboratory for Hazard Reduction in Civil Engineering; Tongji University; Shanghai China

Funder

National Natural Science Foundation of China

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

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Influence of segmental joints on tunnel lining;Teachavorasinskun;Tunn Undergr Space Technol,2010

2. The equivalence of a jointed shield-driven tunnel lining to a continuous ring structure;Lee;Can Geotech J,2001

3. Effect of joint structure on joint stiffness for shield tunnel lining;Zhong;Tunn Undergr Space Technol,2006

4. Structural analyses of segmental lining coupled beam and spring analyses versus 3D-FEM calculations with shell elements;Klappers;Tunn Undergr Space Technol,2006

5. 2D numerical investigation of segmental tunnel lining behavior;Do;Tunn Undergr Space Technol,2013

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2. An analytical solution for shear bearing capacity of circumferential joints of precast concrete segmental tunnel linings considering dowel action;Structural Concrete;2024-08-15

3. Testing of axial-moment-rotation response for skewed flat radial joints in precast concrete segmental tunnel linings;Tunnelling and Underground Space Technology;2024-08

4. Structural damage mechanism and treatment of a shield tunnel under asymmetric unloading;Tunnelling and Underground Space Technology;2024-06

5. Experimental and numerical investigation of the flexural performance of channel steel-bolt joint for prefabricated subway stations;Frontiers of Structural and Civil Engineering;2024-06

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