• DocumentCode
    3239683
  • Title

    The study of mechanism of prestressed cables and its parameter optimization based on simulation

  • Author

    KANG, ZhiQiang ; LI, FuPing ; YUAN, ShiLlin ; YANG, JiuLin

  • Author_Institution
    Coll. of Resources & Environ., Hebei United Univ., Tangshan, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    1782
  • Lastpage
    1784
  • Abstract
    Choosing the spacing, position, angle of reinforcement anchor wire plays a vital role in reinforcement stability and economy. The landslide of an open pit was elected as project background in this paper. Operation model was set up by Lagrange arithmetic which analyzed the reinforcement mechanic and broken pattern of anchor wire. And it defined that the optima spacing is 8m. The anchor wire reinforcement angle and institution position research were researched by using limit balance theory. The optimum design angle obtained is -20°~20°, and the optimum institution position is in the range of 1/5-1/2 of the lower reinforcement side slope height.
  • Keywords
    anchors; cables (mechanical); fracture; optimisation; Lagrange arithmetic; anchor wire broken pattern; anchor wire reinforcement angle; economy; institution position research; landslide; limit balance theory; open pit; optimum institution position; parameter optimization; prestressed cable mechanism; reinforcement anchor wire; reinforcement mechanic; reinforcement stability; Force; Numerical models; Rocks; Tensile stress; Terrain factors; Wires; Anchorage mechanism; Limit equilibrium theory; Optimization; numerical simulation; the maximum shear stress;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5775405
  • Filename
    5775405