• DocumentCode
    3256914
  • Title

    Application of double-row piles retaining structure in electric power engineering

  • Author

    Ding Hai-rong ; Rao Jun-yong

  • Author_Institution
    Coll. of Eater Resource & HYDROPOWER, Sichuan Univ., Chengdu, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    5782
  • Lastpage
    5786
  • Abstract
    Advantage and analysis models of double-row piles retaining structure are described in this paper. Based on project practice of double-row piles retaining structure in Huaneng Fuzhou power plant, multi-schemes of supporting and retaining structure have been contrasted and the optimal scheme is recommended. To deal with the soil loss between piles, scheme of small interval and small diameter pipes shall be employed and jet grouting shall be used to improve the soil between piles, so that the soil shall be self-stable on the front surface. The success of the project ensures the operation of the existing power plant and construction of the building plant, which is one avail application case for reference of similar project.
  • Keywords
    construction; foundations; geotechnical engineering; power engineering; power plants; project engineering; soil; structural engineering; building plant; construction; double-row piles retaining structure; electric power plant engineering; jet grouting; soil loss; Buildings; Periodic structures; Power generation; Rivers; Soil; Structural beams; Suspensions; Double-row piles; Jet grouting pile; elastic foundation beam model;
  • 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.2011.5776240
  • Filename
    5776240