• DocumentCode
    2807739
  • Title

    The pile foundation of high-rise buildings treatment depth optimization in covered karst areas

  • Author

    Yuanyuan, Wang ; Siqingi, Qin

  • Author_Institution
    Key Lab. of Eng. Geomech., CAS, Beijing, China
  • fYear
    2011
  • fDate
    15-17 July 2011
  • Firstpage
    3677
  • Lastpage
    3679
  • Abstract
    The Karst under the Quaternary system overburden is called covered karst, which is hidden. The foundation of the high-rise buildings on the covered karst using socketed pile has to be handled in order to satisfy bearing capacity and deformation. So, the treatment depth becomes one of the critical questions. Choosing the optimal treatment depth can both satisfy the need of engineering construction and shorten the construction period as well as save the cost. Taking the covered karst area in TangShan for example in the text, basing on the characteristic of the covered karst, we calculate and analyze the foundation deformation of the different treatment depth on the load of the high-rise buildings. After this, we check the roof stability in the covered karst area. Finally, we can say that the optimal treatment depth is 7m in the covered karst area. In this way, we can provide the reliable basis for similar construction engineerings in the covered karst areas.
  • Keywords
    civil engineering; foundations; mechanical stability; roofs; bearing capacity; construction engineering; cost saving; covered karst areas; high-rise buildings treatment depth optimization; pile foundation; quaternary system; roof stability; socketed pile; Analytical models; Buildings; Geophysics; Laboratories; Optimization; Rocks; covered karst; deformation; end support socketed pile; treatment depth optimization;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
  • Conference_Location
    Hohhot
  • Print_ISBN
    978-1-4244-9436-1
  • Type

    conf

  • DOI
    10.1109/MACE.2011.5987792
  • Filename
    5987792