• DocumentCode
    3363169
  • Title

    A new type of expand-footed tubular pile constructed by static driving

  • Author

    Ding, Cuihong ; Hu, Minyun ; Ying, Yimiao

  • Author_Institution
    Coll. of Archit. & Civil Eng., Zhejiang Univ. of Technol., Hangzhou, China
  • fYear
    2010
  • fDate
    26-28 June 2010
  • Firstpage
    965
  • Lastpage
    969
  • Abstract
    As a new type of pile, expand-footed tubular pile consists of pre-stressed concrete tubular pile and enlarged concrete foot formed by extruding concrete. Its construction technique, load transfer characteristic, laboratory model experiment, in-site test and application in a project are introduced here. It is found that by statically driving some concret into tubular pile bottom, an ellipsoidal foot is shaped, the pile vertical capacity increases evidently, the soil near foot has been squeezed more dense. The pile is proved with the property of higher bearing capacity, smaller settlement, more economic and environment protection compared with ordinary close bottom tubular pile. It is valuable to be spread in use.
  • Keywords
    building; foundations; ellipsoidal foot; expand-footed tubular pile; in-site test; laboratory model experiment; load transfer characteristic; static driving; Concrete; Costs; Environmental economics; Foot; Footwear; Laboratories; Shafts; Soil; Steel; Testing; bearing capacit; expand-footed tubular pile; experiment; site test; static driving;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
  • Conference_Location
    Wuhan
  • Print_ISBN
    978-1-4244-7737-1
  • Type

    conf

  • DOI
    10.1109/MACE.2010.5536441
  • Filename
    5536441