Collapse mechanism of shield tunnel face and evaluation method for the minimum required support pressure considering soil strain softening effect-Reference-Cited by-同舟云学术

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Collapse mechanism of shield tunnel face and evaluation method for the minimum required support pressure considering soil strain softening effect

Published:2023-09 Issue: Volume:151 Page:107339
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Minghui Sun,Qixiang Yan,Yunhui Qiu,Caihou Xu,Chaofan Yao,Zimiao Zhang,Jupei Yang

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference46 articles.

1. Study of the collapse mechanism of shield tunnels due to the failure of segments in sandy ground Huangpu river;Zheng;Eng. Fail. Anal.,2017

2. Laboratory experiments and discrete element modeling on the surface failure induced by EPB tunneling : The effects of cutterhead open ratio and relative tunneling depth;Hu;Eng. Fail. Anal.,2022

3. A case study on the behavior of shield tunneling in sandy cobble ground;Zhang;Environ. Earth Sci.,2013

4. Stability analysis of large slurry shield-driven tunnel in soft clay;Li;Tunn Undergr Sp Technol,2009

5. Analysis of ground collapse caused by shield tunnelling and the evaluation of the reinforcement e ff ect on a sand stratum;Liang;Eng. Fail. Anal.,2020

Cited by 3 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. A novel mechanics model for predicting vertical load and jacking force via rectangle pipe considering soil arching effect;Tunnelling and Underground Space Technology;2024-10

2. Undrained face stability analysis of dual circular tunnels using three-dimensional adaptive lower bound finite element limit analysis method;Computers and Geotechnics;2024-09

3. Tunnel Performance under Extreme Environmental Effects;ASCE Inspire 2023;2023-11-14

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