• DocumentCode
    3254834
  • Title

    The safe thickness of water-barrier rock wall during excavation of karst tunnel

  • Author

    Sun Jinshan ; Xu Guangli ; Fan Jinping ; Zhang Lu

  • Author_Institution
    Eng. Sch., China Univ. of Geosci. (Wuhan), Wuhan, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    5622
  • Lastpage
    5625
  • Abstract
    The rock mass between karst cave and tunnel heading is a natural barrier to avoid water-bursting hazard during karst tunnel excavation. On the basis of shear failure mechanism of the water-barrier rock wall, a simplified formula is induced to calculate the safe thickness of the wall. On the other hand, the finite element simulation is also adopted to calculate the safe thickness of the water-barrier rock wall in different conditions. The simulation results show that the water pressure, rock mass strength and in-situ stress have significant influence on the safe thickness of the water-barrier rock wall. A regression formula is proposed based on the numerical simulation results. Engineering examples demonstrate the practicability of the simplified formula and regression formula. And the formulas have reference value for construction of karst tunnels.
  • Keywords
    failure (mechanical); geotechnical engineering; mining; regression analysis; rocks; safety; structural engineering; tunnels; Karst cave; Karst tunnel excavation; finite element simulation; regression formula; rock mass strength; safe thickness; shear failure mechanism; tunnel heading; water barrier rock wall; water bursting hazard; water pressure; Plastics; Rail transportation; Rocks; Stability analysis; Stress; Sun; karst; tunnel; water-barrier rock wall; water-bursting;
  • 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.2011.5776131
  • Filename
    5776131