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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Bibliographic Details
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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