Investigation of Underpass and Railway Track Settlements Induced by Shield Tunneling Through In Situ Test and 3D FEM Simulation-Reference-Cited by-同舟云学术

Investigation of Underpass and Railway Track Settlements Induced by Shield Tunneling Through In Situ Test and 3D FEM Simulation

Published:2023-06-20 Issue:11 Volume:21 Page:1801-1811
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Jin Junwei,Hao Shuang,Cui Wei,Li Mingyu^ORCID

Funder

Science and Technology Project of Henan Province of China

China Railway Construction Research and Development Plan

Science and Technology Project of Housing and Urban-Rural Development of Henan Province of China

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s40999-023-00853-1.pdf

Reference26 articles.

1. Cao L, Zhang D, Fang Q, Yu L (2020) Movements of ground and existing structures induced by slurry pressure-balance tunnel boring machine (SPB TBM) tunneling in clay. Tunn Undergr Space Technol 97:103278. https://doi.org/10.1016/j.tust.2019.103278

2. Fang Q, Zhang D, Li Q, Wong LNY (2015) Effects of twin tunnels construction beneath existing shield-driven twin tunnels. Tunn Undergr Space Technol 45:128–137. https://doi.org/10.1016/j.tust.2014.10.001

3. Huang M, Zhang C, Li Z (2009) A simplified analysis method for the influence of tunneling on grouped piles. Tunn Undergr Space Technol 24:410–422. https://doi.org/10.1016/j.tust.2008.11.005

4. Li X, Vanapalli SK (2021) Simulation of progressive shear failure in railway foundation. Transp Geotech 29:100550. https://doi.org/10.1016/j.trgeo.2021.100550

5. Kang Z, Gong QQ, He C (2014) Modified peck equation method for shield tunnel oblique crossing upper railway. J Tongji Univ (Nat Sci) 42:1562–1566 ((in Chinese))

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