Analysis of ground deformation induced by shield tunneling considering the effects of muck discharge and grouting

Many methods have been proposed to predict ground deformation caused by shield tunneling, but few of them provide real-time prediction because the required input parameters are difficult to determine. In this paper, a new time-dependent model of ground movement with three accessible parameters is pr...

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Published inTransportation Geotechnics Vol. 30; p. 100629
Main Authors Ding, Zhi, He, Shu-Yu, Zhou, Wan-Huan, Xu, Tao, He, Shao-Heng, Zhang, Xiao
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.09.2021
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Abstract Many methods have been proposed to predict ground deformation caused by shield tunneling, but few of them provide real-time prediction because the required input parameters are difficult to determine. In this paper, a new time-dependent model of ground movement with three accessible parameters is proposed. Those construction parameters are muck discharge rate, grouting rate, and grout loss factor. The volume losses due to different construction parameters are first estimated. Then the ground deformation induced by the volume losses is calculated. The calculated result shows a good agreement with the measurement. It appears that the ground deformation is significantly sensitive to the muck discharge rate and less sensitive to the grouting rate and grout loss factor. An equilibrium relationship was found between the grouting rate and the grout loss factor, which could minimize the ground deformation at the shield tail.
AbstractList Many methods have been proposed to predict ground deformation caused by shield tunneling, but few of them provide real-time prediction because the required input parameters are difficult to determine. In this paper, a new time-dependent model of ground movement with three accessible parameters is proposed. Those construction parameters are muck discharge rate, grouting rate, and grout loss factor. The volume losses due to different construction parameters are first estimated. Then the ground deformation induced by the volume losses is calculated. The calculated result shows a good agreement with the measurement. It appears that the ground deformation is significantly sensitive to the muck discharge rate and less sensitive to the grouting rate and grout loss factor. An equilibrium relationship was found between the grouting rate and the grout loss factor, which could minimize the ground deformation at the shield tail.
ArticleNumber 100629
Author Zhang, Xiao
Zhou, Wan-Huan
Ding, Zhi
Xu, Tao
He, Shao-Heng
He, Shu-Yu
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  organization: Department of Civil and Environmental Engineering, School of Engineering, Zhejiang University City College, Hangzhou, China
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Keywords Construction parameters
Volume loss
Tail void grouting
Ground deformation
Shield tunneling
Language English
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Snippet Many methods have been proposed to predict ground deformation caused by shield tunneling, but few of them provide real-time prediction because the required...
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SubjectTerms Construction parameters
Ground deformation
Shield tunneling
Tail void grouting
Volume loss
Title Analysis of ground deformation induced by shield tunneling considering the effects of muck discharge and grouting
URI https://dx.doi.org/10.1016/j.trgeo.2021.100629
Volume 30
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