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Open Access

Research on the Governance Evaluation System of the Operating Shield Tunnel Structure

Xufei Yao1,2( ), Xiaokai Niu1,2, Wei Song2, Pengtao Yin2
Beijing Municipal Engineering Research Institute, Key Laboratory of Underground Construction Forecast and Early Warning, Beijing 100037, P. R. China
Beijing Municipal Road Bridge Technology Development Co., Ltd., Tunnel Engineering Division, Beijing 100037, P. R. China
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Abstract

The evaluation of shield tunnel reinforcement and governance effect is studied. Firstly, based on the two limit state designs, 21 influencing factors were selected from three aspects of apparent characteristics, deformation characteristics and strength characteristics, and the evaluation index system of shield tunnel reinforcement effect was constructed. Secondly, combined with the current specification and site management requirements, the shield tunnel management effect evaluation level set was established, the limit values of each index were determined, and the qualitative and quantitative indexes were quantified by using expert scoring method and linear dimensionless method. Finally, the analytic hierarchy process was used to establish the judgment matrix of indicators at all levels, and the consistency test was conducted to form a methodological system for evaluating the effect of shield tunnel reinforcement management. The application of practical engineering cases shows that the evaluation index system and evaluation method proposed in this paper are feasible and can provide reference for the subsequent evaluation of shield tunnel treatment.

CLC number: U25 Document code: A Article ID: 1673-0836(2022)06-2080-10

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Chinese Journal of Underground Space and Engineering
Pages 2080-2089

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Cite this article:
Yao X, Niu X, Song W, et al. Research on the Governance Evaluation System of the Operating Shield Tunnel Structure. Chinese Journal of Underground Space and Engineering, 2022, 18(6): 2080-2089. https://doi.org/10.20174/j.juse.2022.06.038

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Received: 19 August 2022
Published: 01 December 2022
© 2022 Chinese Journal of Underground Space and Engineering

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).