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Deformation characterisation and distress diagnosis of a metro shield tunnel by adjacent constructions

Citation

Liu, T and Chen, S and Liu, H, Deformation characterisation and distress diagnosis of a metro shield tunnel by adjacent constructions, Advances in Civil Engineering, 2020 Article 4216349. ISSN 1687-8086 (2020) [Refereed Article]


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Copyright Statement

Copyright 2020 Ting-jin Liu et al. Licensed under Creative Commons Attribution 4.0 International (CC BY 4.0) https://creativecommons.org/licenses/by/4.0/

DOI: doi:10.1155/2020/4216349

Abstract

This paper presents a case history of the developmental effect of a large-area excavation, 8 high-rise main buildings, a series of annex constructions, and ground overloaded building demolition on the deformation characteristics of an existing shield tunnel within Guangzhou Metro Line No. 1 in close proximity to the development. The shield tunnel lies in a sandy layer of the typical upper-soft and lower-hard strata in Guangzhou district, and the deformation of the tunnel has been monitored since the tunnel was put into operation. The monitoring results reveal that the adjacent construction induces an excessive tunnel settlement with a maximum of 14.4 mm and an excess tunnel displacement with a maximum of 5.2 mm, which are within the corresponding limitations of the codes for the safe operation of urban rail transit tunnels. While the station expansion project is being conducted beside the tunnels, a series of tunnel distresses, including large-area water seepage, spalling concrete blocks, and segmental cracks, are recorded. Our field monitoring data indicate that the tunnel is subjected to further vertical contraction and horizontal expansion due to the station expansion project, and a maximum tunnel flattening rate of 36.78% is detected. Furthermore, the tunnel linings are studied numerically and theoretically to obtain the limitations of tunnel deformation and discuss why tunnel distresses of water seepage, concrete spalling, and segmental cracking occur. Finally, on the basis of the analyses and discussions above, counteracting corrective measures, including compensation grouting soil strengthening and bonded steel plates, are adopted as exterior and interior strengthening methods, respectively, to eliminate further tunnel distresses and ensure safe operation. The lessons learned and summarized in this study may help prevent similar tunnel distresses from reoccurring in the future.

Item Details

Item Type:Refereed Article
Keywords:shield tunnel, metro tunnel, deformation characterisation, distress diagnosis, adjacent constructions
Research Division:Engineering
Research Group:Civil engineering
Research Field:Civil geotechnical engineering
Objective Division:Expanding Knowledge
Objective Group:Expanding knowledge
Objective Field:Expanding knowledge in engineering
UTAS Author:Liu, T (Associate Professor Tingjin Liu)
UTAS Author:Liu, H (Dr Hong Liu)
ID Code:139955
Year Published:2020
Web of Science® Times Cited:1
Deposited By:Engineering
Deposited On:2020-07-20
Last Modified:2021-02-03
Downloads:1 View Download Statistics

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