Study on Assembly and Tensile Performance of Circumferential Anchor Joint for Shield Tunnel Considering Roughness and Size of Structure
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-1761-x.pdf
Reference48 articles.
1. Chen J, Mo H (2009) Numerical study on crack problems in segments of shield tunnel using finite element method. Tunnelling and Underground Space Technology 24(1):91–102, DOI: https://doi.org/10.1016/j.tust.2008.05.007
2. Ding P, Tao L, Yang X, Zhao J, Shi C (2019) Three-dimensional dynamic response analysis of a single-ring sructure in a prefabricated subway station. Sustainable Cities and Society 45:271–286, DOI: https://doi.org/10.1016/j.scs.2018.11.010
3. Ding W, Chen X, Jin Y, Qiao Y (2021) Flexural behavior of segmental joint containing double rows of bolts: Experiment and simulation. Tunnelling and Underground Space Technology 112(45):103940, DOI: https://doi.org/10.1016/j.tust.2021.103940
4. Ding W, Peng Y, Yan Z, Shen B, Zhu H, Wei X (2013) Full-scale testing and modeling of the mechanical behavior of shield TBM tunnel joints. Structural Engineering and Mechanics 45(3):337–354, DOI: https://doi.org/10.12989/sem.2013.45.3.337
5. Editorial Department of China Journal of Highway and Transport (EDCJHT) (2022) Review on China’s traffic tunnel engineering research 2022. China Journal of Highway and Transport 35:1–40, DOI: https://doi.org/10.19721/j.cnki.1001-7372.2022.04.001 (in Chinese)
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1. Study on the Seismic Response of Shield Tunnel Structures with the Preload Loss of Bolts;Applied Sciences;2023-11-30
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