• DocumentCode
    3252707
  • Title

    Measurement on soil deformation and numerical simulation during tunneling process

  • Author

    Liu, Wei ; Tang, Xiaowu ; Zhu, Ji ; Chen, Renpeng

  • Author_Institution
    MOE Key Lab. of Soft Soils & Geo-Environ. Eng., Zhejiang Univ., Hangzhou, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    5178
  • Lastpage
    5181
  • Abstract
    During the tunnel construction, the soil loss and construction methods cause the soil deformation around the tunnel. The existed constructions and pipes are terribly affected by soil deformation. Hence, the significant studying on the soil displacement is implemented during tunneling construction. On the background of Hangzhou Metro Linel, the in-site monitoring is implemented to find the discipline of the soil deformation development. The numerical method is applied to simulate the tunneling process, and the results meet the discipline of monitoring data. The conclusions are consulted for soil deformation prediction during the tunnel construction.
  • Keywords
    condition monitoring; construction; deformation; geotechnical engineering; numerical analysis; pipes; soil; tunnels; Hangzhou Metro Linel; insite monitoring; numerical simulation; pipes; soil deformation measurement; soil displacement; soil loss; tunneling construction; tunneling process; Laboratories; Loss measurement; Monitoring; Rocks; Soil; Soil measurements; Tunneling; in-site monitoring; numerical simulation; soil displacement; tunneling;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5776021
  • Filename
    5776021