• DocumentCode
    2822973
  • Title

    Study of working properties of pile with branch plates based on Abaqus

  • Author

    Ke, Jiang

  • Author_Institution
    Dept. of Civil Eng. & Archit., Shaanxi Univ. of Technol., Hanzhong, China
  • fYear
    2011
  • fDate
    15-17 July 2011
  • Firstpage
    6868
  • Lastpage
    6871
  • Abstract
    Based on the Abaqus software, the working properties of pile with branch plates were studied. To solve this problem and considering the no-linear contact between pile and soil, elastic-plastic of soil, initial stress state. The results show that the axial force of pile body had mutations at upper and lower of the branch plates, when the pile with branch plates bearing capacity to the limit, the lower slope of branch plate bore great contact pressure, the upper slope of branch plate and soil produced a separate, the plastic strain occurred in the bottom of the branch plate and the pile body.
  • Keywords
    elastoplasticity; foundations; geotechnical engineering; mechanical contact; mechanical engineering computing; plates (structures); soil; Abaqus software; branch plates; elastic-plastic; no-linear contact; pile; soil; Civil engineering; Finite element methods; Load modeling; Rocks; Software; Soil; Testing; Abaqus; pile with branch plates; pile-soil interaction; working properties;
  • 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.2011.5988626
  • Filename
    5988626