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Volume 36 Issue zk2
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ZUO Dian-jun, SHI Lin, LI Ming-ming, JI Wen-dong. Numerical analysis of influence of deep excavations on adjacent subway tunnels[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 391-395. DOI: 10.11779/CJGE2014S2068
Citation: ZUO Dian-jun, SHI Lin, LI Ming-ming, JI Wen-dong. Numerical analysis of influence of deep excavations on adjacent subway tunnels[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 391-395. DOI: 10.11779/CJGE2014S2068
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Numerical analysis of influence of deep excavations on adjacent subway tunnels

  • 1. Geotechnical Engineering Research Center, Tianjin Research Institute for water transport engineering, M.O.T., Tianjin 300456, China;
    2. Geotechnical Research Institute, Hohai University, Nanjing 210098, China;
    3. Shenzhen Geotechnical Engineering Co., Ltd., Shenzhen 518028, China

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  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • Abstract
  • Based on the deep excavation of the building of Shenzhen Branch of China Merchants Bank, considering the interaction between soils and tunnel linings, the impact of excavation on the adjacent subway tunnels is studied by using the finite element software ABAQUS. The calculated results indicate that the influence of foundation excavation on the adjacent subway shield zone is small, and the surface settlement and displacement of values linings are in the limited range. The surface settlement and tunnel lining displacement become larger with the deeper excavation, which have a higher growth rate with the larger distance between the inner support. The horizontal displacement of tunnels is significantly lower than that of the retaining piles considering the interaction between soils and linings. Therefore, the pipe-soil interaction should be considered when analyzing the impact of excavation on large-diameter pipes.
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    • References (12)
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