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 in | Transportation Geotechnics Vol. 30; p. 100629 |
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Main Authors | , , , , , |
Format | Journal Article |
Language | English |
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. |
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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 |
Author_xml | – sequence: 1 givenname: Zhi surname: Ding fullname: Ding, Zhi email: dingz@zucc.edu.cn organization: Department of Civil and Environmental Engineering, School of Engineering, Zhejiang University City College, Hangzhou, China – sequence: 2 givenname: Shu-Yu surname: He fullname: He, Shu-Yu email: yc07484@um.edu.mo organization: State Key Laboratory of Internet of Things for Smart City and Department of Civil and Environmental Engineering.University of Macau, Avenida da Universidade, Taipa, Macau, China – sequence: 3 givenname: Wan-Huan surname: Zhou fullname: Zhou, Wan-Huan email: hannahzhou@um.edu.mo organization: State Key Laboratory of Internet of Things for Smart City and Department of Civil and Environmental Engineering.University of Macau, Avenida da Universidade, Taipa, Macau, China – sequence: 4 givenname: Tao surname: Xu fullname: Xu, Tao organization: State Key Laboratory of Internet of Things for Smart City and Department of Civil and Environmental Engineering.University of Macau, Avenida da Universidade, Taipa, Macau, China – sequence: 5 givenname: Shao-Heng surname: He fullname: He, Shao-Heng email: heshaoheng@zju.edu.cn organization: Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou, China – sequence: 6 givenname: Xiao surname: Zhang fullname: Zhang, Xiao organization: Department of Civil and Environmental Engineering, School of Engineering, Zhejiang University City College, Hangzhou, China |
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CitedBy_id | crossref_primary_10_1016_j_aej_2024_03_083 crossref_primary_10_1016_j_tust_2024_105951 crossref_primary_10_1007_s00603_023_03488_9 crossref_primary_10_1016_j_undsp_2023_05_012 crossref_primary_10_3390_app131810437 crossref_primary_10_1016_j_tust_2024_105949 crossref_primary_10_3390_app12199963 crossref_primary_10_1016_j_trgeo_2022_100917 |
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Keywords | Construction parameters Volume loss Tail void grouting Ground deformation Shield tunneling |
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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 |
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