• DocumentCode
    3172194
  • Title

    Application of new Top-Down method in deep foundation

  • Author

    Ling, Jiao

  • Author_Institution
    Sch. of Urban & Environ., Xuchang Univ., Xuchang, China
  • fYear
    2011
  • fDate
    16-18 April 2011
  • Firstpage
    2970
  • Lastpage
    2973
  • Abstract
    Aiming at deficiency of cost higher in large area, and deep foundation pit excavation with conventional Top-Down method, A new Top-Down excavation method was introduced based on the general top-down excavation method. The key design techniques of the new Top-Down method include: using the temporary fender cast-in-place piles as exterior-protected construction in top-down excavation process; substituting level bracing system by basement slabs; combining the vertical structural supporting column with the temporary vertical shoring etc. A series of new techniques, including the profiled bar-concrete controlled bracing system, substituting level bracing system by variable level basement roof slap, several large diameter rings bracing on complex boundary condition, the top-down method of podium and the down-up method of turret etc. were first introduced and practiced in excavation engineering. It is shown that the new top-down method have good economic and social benefits. The method provides a new excavation engineering design choice for the similar pits, and the technology will be modified and improved in the future excavation design applications.
  • Keywords
    bars; concrete; foundations; geotechnical engineering; roofs; slabs; structural engineering; basement slabs; complex boundary condition; cost deficiency; deep foundation pit excavation; diameter ring bracing; excavation design; exterior protected construction; profiled bar-concrete controlled bracing system; structural supporting column; substituting level bracing system; temporary fender cast-in-place piles; temporary vertical shoring; top-down excavation method; variable level basement roof slap; Buildings; Control systems; Design methodology; Monitoring; Rocks; Slabs; Soil; deep foundation; new Top-Down method; profiled bar-concrete controlled bracing system; substituting level bracing system by basement slab;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
  • Conference_Location
    XianNing
  • Print_ISBN
    978-1-61284-458-9
  • Type

    conf

  • DOI
    10.1109/CECNET.2011.5769455
  • Filename
    5769455