• DocumentCode
    2616937
  • Title

    The Finite Element Analysis of Pile-Anchor Support System in Foundation Pit

  • Author

    Liu Huixin ; Qi Ping ; Zhou Qunli

  • Author_Institution
    Dept. of Water Conservancy & Electr. Power, Hebei Univ. of Eng., Handan, China
  • Volume
    1
  • fYear
    2009
  • fDate
    21-22 May 2009
  • Firstpage
    131
  • Lastpage
    134
  • Abstract
    In this paper, pile-anchor support system of foundation pit is analyzed by ANSYS, which is the large scale general finite element analysis software. The stress and displacement of foundation pit and support system are available from ANSYS. On the basis of the finite element analysis results, traditional method is adopted to design and calculate the support system. Comparing the two results, the suitability of ANSYS in analyzing pile-anchor support of the foundation pit is testified. During the process of the analysis, according to the similarity of the soil condition, soil layers are simplified into two layers. The initial soil stress is simulated and introduced in the analysis, birth and death element is adopted to simulate the excavation of the foundation pit, the contact element is adopted to simulate the contact surface of the pile and soil, anchor and soil.
  • Keywords
    anchors; finite element analysis; foundations; soil; stress effects; ANSYS software; birth-and-death element; finite element analysis; foundation pit displacement; foundation pit stress; pile-anchor support system; soil layer stress; Analytical models; Buildings; Finite element methods; Floors; Information analysis; Power engineering and energy; Soil; Stress; Testing; Water conservation; birth and death element; contact element; finite element analysis; initial stress; pile and anchor support;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Information and Computing Science, 2009. ICIC '09. Second International Conference on
  • Conference_Location
    Manchester
  • Print_ISBN
    978-0-7695-3634-7
  • Type

    conf

  • DOI
    10.1109/ICIC.2009.40
  • Filename
    5169557