• DocumentCode
    3237783
  • Title

    Research on the relationship between the tunnel stability and the depth of drainage ditch

  • Author

    Qingtan, Liu ; Yaping, Li

  • Author_Institution
    Sch. of Civil & Eng., Central South Univ., Changsha, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    2549
  • Lastpage
    2552
  • Abstract
    Further excavation of tunnel´s drainage ditch could help to lower the groundwater level and ensure the tunnel´s safe operation. However, the excessive excavation of drainage ditch would impact on the tunnel stability. Using field tests to study the excavation depth entails high risk and the result is irreversible, so this method is unfit. The elastic-plastic finite element method was used in the paper to simulate the excavation process of drainage ditch and discussed the relationship between stability of tunnel and the depth of ditch. The optimum depth of Lijiatuan Tunnel´s drainage ditch is 0.77 meter. In the process of ditch´s further excavation, this value was taken as the upper limit for construction, and the treatment effects were satisfied.
  • Keywords
    elasticity; finite element analysis; groundwater; plasticity; safety; tunnels; drainage ditch; elastic-plastic finite element method; excavation; groundwater level; safe operation; tunnel stability; Educational institutions; Finite element methods; Rail transportation; Railway engineering; Rocks; Stability analysis; drainage ditch; finite element; lining; rock; stability; tunnel;
  • 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.2011.5775311
  • Filename
    5775311