Resilience of shield tunnel subjected to adjacent construction disturbances: A review

Abstract

With the intensive and rapid development of urban underground space, there are more and more adjacent construction disturbances to the existing shield tunnels, posing serious challenges to their safety operation and maintenance. Resilience is an integrated representation of the ability of the engineering systems to resist disaster disturbances and recover function, and it can comprehensively reflect the impact of adjacent construction disturbances on the whole disaster chain of shield tunnels. However, the field currently faces challenges related to vague definitions of resilience, diverse evaluation indicators and measures, and an emphasis on evaluation rather than enhancement. Hence, this paper firstly summarized the definition of engineering resilience, especially the resilience of shield tunnels, and proposed the resilience definition of shield tunnels under adjacent construction disturbance, considering the basic connotation of resilience and disturbance characteristics. Secondly, the existing resilience evaluation frameworks for shield tunnels were summarized and analyzed, and the applicability of the existing framework for the shield tunnel under adjacent construction was discussed in light of the disturbance characteristics. Building on the mechanism and deformation characteristics, the resilience evaluation indexes and evaluation methods were reviewed based on the indicators of influencing factors and indicators of effectiveness of the entire disaster chain. Afterwards, the synergistic enhancement technology of shield tunnel resilience was summarized into 4 aspects: optimal structural design, disturbance transmission blocking, structural performance enhancement, and stratum grouting. Finally, research prospects in this field were analyzed systematically. This paper is intended to provide a meaningful reference for the in-depth research and application of structural resilience of shield tunnels subjected to adjacent construction disturbances.

Keywords

Existing shield tunnels / Resilience / Adjacent construction / Evaluation models / Enhancement strategy

Data availability

The data that support the findings of this study are available from the corresponding author upon reasonable request.

CRediT authorship contribution statement

Dong-Mei Zhang: Writing - original draft, Conceptualization, Visualization, Funding acquisition, Supervision, Writing - review & editing, Validation. Bin-Lin Gan: Data curation, Visualization, Writing - review & editing, Investigation, Conceptualization, Writing - original draft, Formal analysis. Zhong-Kai Huang: Supervision, Conceptualization, Formal analysis, Writing - review & editing. Rui Zhu: Investigation, Visualization, Data curation. Wei Zhang: Investigation, Data curation, Visualization.

Declaration of competing interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Acknowledgement

This work was financially supported by the National Key Research and Development Program of China (Grant No. 2022YFC3800905), the National Natural Science Foundation of China (Grant Nos. 52238010, 52090082, and 52108381), and Shanghai Science and Technology Committee Program (Grant Nos. 22XD1430200, 23DZ1202806, and 21DZ1200601).

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