Study on the Mechanical Behavior and the Model Test of Segmental Linings for the Shield Tunnel Undercrossing the Yellow River-Reference-Cited by-同舟云学术

Study on the Mechanical Behavior and the Model Test of Segmental Linings for the Shield Tunnel Undercrossing the Yellow River

Published:2016 Issue: Volume:166 Page:19-31
ISSN:1877-7058
Container-title:Procedia Engineering
language:en
Short-container-title:Procedia Engineering

Author:

Fang Yong,Wang Huiwu,Guo Jianning,Chen Zhongtian,Wu Chao

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference8 articles.

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

2. Surface settlement caused by twin-parallel shield tunneling in sandy cobble strata;He;Journal of Zhejiang University SCIENCE A,2012

3. Influence of water level on internal force of segments of shield tunnels;Huang;Chinese Journal of Geotechnical Engineering,2008

4. Study on stability of segment lining structure for shield tunnel;Guo;China Journal of Highway and Transport,2015

5. Prototype loading test on segmental lining structure of Nanjing Yangtze River tunnel;Feng;China Journal of Highway and Transport,2013

Cited by 11 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Using a Novel Small-scale Model to Investigate Mechanical Behaviours of Full-scale Shield Tunnels;2024-08-14

2. Quality Evaluation for Synchronous Grouting of Shield Tunnels Based on the GPR Detection;Computational and Experimental Simulations in Engineering;2023-12-05

3. Bending failure performance of a shield tunnel segment based on full-scale test and numerical analysis;Frontiers of Structural and Civil Engineering;2023-07

4. Failure mechanism of underwater shield tunnel: An experimental and theoretical study;Tunnelling and Underground Space Technology;2023-07

5. Experimental study on the mechanical response of metro shield tunnels obliquely crossing ground fissures;Tunnelling and Underground Space Technology;2023-02