• DocumentCode
    633648
  • Title

    Study on Anti-Slide Pile Spacing in Slope Reinforcement Using Anti-Slide Pile with Geocell and Influencing Factors

  • Author

    Liu Dapeng ; Yang Xiaohua ; Wang Jing

  • Author_Institution
    Sch. of Highway, Chang´an Univ., Xi´an, China
  • fYear
    2013
  • fDate
    29-30 June 2013
  • Firstpage
    1258
  • Lastpage
    1260
  • Abstract
    Anti-slide pile spacing is a very important parameter in slope reinforcement engineering, it affects investment of the reinforcement engineering and slope safety. In order to determine reasonable pile spacing, this paper establishes the calculation model of slope reinforcement using anti-slide pile with geocell. According to the elastic foundation beam theory, the paper analyses the force situation of geocell and its anti-sliding force calculation formula in slope reinforcement, at the same time, according to soil arch effect, anti-slide pile spacing calculation formula of slope reinforcement using anti-slide pile with geocell is established. The paper analyses the effect of geocell height, depth and length on anti-slide pile spacing. It is concluded that geocell length has the largest effect on anti-slide pile spacing, depth is the second and height almost has no effect.
  • Keywords
    beams (structures); elasticity; foundations; geotechnical engineering; safety; soil; antislide pile spacing; antisliding force calculation formula; elastic foundation beam theory; force situation; geocell depth; geocell height; geocell length; slope reinforcement calculation model; slope reinforcement engineering; slope safety; soil arch effect; Automation; Manufacturing; Anti-Slide Pile; Geocell; Influence Factors; Pile Spacing; Soil Arch Effect;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Digital Manufacturing and Automation (ICDMA), 2013 Fourth International Conference on
  • Conference_Location
    Qingdao
  • Type

    conf

  • DOI
    10.1109/ICDMA.2013.298
  • Filename
    6598222