Experimental Study on the Longitudinal Mechanical Behavior of Shield Tunnel in Soft-Hard Uneven Strata and the Reinforcement Effect of Longitudinal Channel Steel-Reference-Cited by-同舟云学术

Experimental Study on the Longitudinal Mechanical Behavior of Shield Tunnel in Soft-Hard Uneven Strata and the Reinforcement Effect of Longitudinal Channel Steel

Published:2023-11-09 Issue:1 Volume:28 Page:409-427
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Liu Tingjin^ORCID,Zhang Shuyi^ORCID,Tang Yongfeng^ORCID,Ye Zhenwei

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-023-2252-9.pdf

Reference28 articles.

1. Bai XD, Cheng WC, Li G (2021) A comparative study of different machine learning algorithms in predicting EPB shield behaviour: A case study at the Xi’an metro, China. Acta Geotechnica 16:4061–4080, DOI: https://doi.org/10.1007/s11440-021-01383-7

2. Di H, Huang S, Fu L, Wang B (2021) A variational method for calculating the longitudinal deformation of a shield tunnel in soft soil caused by grouting under tunnel. Engineering and Computations, (2021), DOI: https://doi.org/10.1108/EC-09-2020-0490

3. Han JY, Zhao W, Jia PJ, Guan YP, Chen Y, Jiang BF (2018) Risk analysis of the opening of shield-tunnel circumferential joints induced by adjacent deep excavation. Journal of Performance of Constructed Facilities 32(1):04017123, DOI: https://doi.org/10.1061/(ASCE)CF.1943-5509.0001122

4. Huang H, Gong W, Khoshnevisan S, Juang CH, Zhang D, Wang L (2015a) Simplified procedure for finite element analysis of the longitudinal performance of shield tunnels considering spatial soil variability in longitudinal direction. Computers & Geotechnics 64: 132–145, DOI: https://doi.org/10.1016/j.compgeo.2014.11.010

5. Huang X, Huang H, Zhang J (2012) Flattening of jointed shield-driven tunnel induced by longitudinal differential settlements. Tunnelling and Underground Space Technology 31:20–32, DOI: https://doi.org/10.1016/j.tust.2012.04.002