• DocumentCode
    2800288
  • Title

    Full-scale test study on DX piles and post grouting bored piles

  • Author

    Chen, Fei ; Chen, Lihong ; Tang, Songtao

  • Author_Institution
    Sch. of Civil Eng., Beijing Jiaotong Univ., Beijing, China
  • fYear
    2011
  • fDate
    15-17 July 2011
  • Firstpage
    2195
  • Lastpage
    2198
  • Abstract
    With the fast developing of superstructures and skyscrapers, the demands for high bearing capacity of pile foundations have been raised. Based on the axial loading test results of DX piles and post grouting bored piles, this paper mainly studies the bearing capacities of DX piles with the comparison of the post grouting bored piles. Test result shows that the bells of DX piles located on different strata bear the loads in turn from the top to bottom. It not only can greatly improve the bearing capacity, but also effectively controls the settlement. Adopting the DX pile can greatly reduce the diameter and/or length of piles, while it can well satisfy the requirements of high bearing capacity, which can receive good economic and social benefits.
  • Keywords
    foundations; geotechnical engineering; mechanical testing; structural engineering; DX piles; axial loading test; bearing capacity; full-scale test study; pile foundations; post grouting bored piles; skyscrapers; strata bear; superstructures; Concrete; Helium; Loading; Resistance; Shafts; Soil; Sun; DX pile; axial loading test; bearing capacity; post grouting bored pile; settlement;
  • 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.2011.5987414
  • Filename
    5987414