Observed uplift behaviors of segmental lining during shield tunneling in hard rock: a case study from Changsha, China-Reference-Cited by-同舟云学术

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Observed uplift behaviors of segmental lining during shield tunneling in hard rock: a case study from Changsha, China

Published:2024-08 Issue: Volume:150 Page:105816
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Wu Huai-Na,Xu Xiao-Peng,Chen Ren-Peng,Liu Yuan,Cheng Hong-Zhan,Xiao Chao

Funder

Henan Province Science and Technology Innovation Talent Program

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference32 articles.

1. A review on selection of tunneling method and parameters effecting ground settlements;Arshad;Electron. J. Geotech. Eng.,2016

2. Transverse deformational behaviors of segmental lining during shield tunneling: A case study;Chang;Struct. Control. Health Monit.,2022

3. Numerical simulation of the uplift behavior of shield tunnel during construction stage;Chen;Soils Found.,2018

4. The time-dependent grout buoyancy behavior based on cement hydration mechanism;Fu;Cem. Concr. Res.,2023

5. Breakage probability calculation of shield tunnel under the effect of foundation pit excavation;Guan;Appl. Mech. Mater.,2013

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1. Disaster mechanism of large-diameter shield tunnel segments under multi-source load coupling: A case study;Engineering Failure Analysis;2024-12

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