• DocumentCode
    2082632
  • Title

    Study of embankment reinforced mechanism based on discrete-continuous coupling calculation method

  • Author

    Wang, Jiaquan ; Wu, Huiqin ; Deng, Yibing ; Huang, Liuyun

  • Author_Institution
    Department of Civil Engineering, Guangxi University of Technology, Liuzhou, China
  • fYear
    2010
  • fDate
    4-6 Dec. 2010
  • Firstpage
    4049
  • Lastpage
    4052
  • Abstract
    Combination of respective advantages of discrete and continuous numerical methods, this paper developed a discrete-continuous coupled analysis method. Using the contact computation model to compute particle and the unit mutually contact action on discrete-continuous interface region. Through Particle Flow Code(PFC) and Fast Lagrangian Analysis of Continua(FLAC) Socket I/O connections, the two-dimensional discrete-continuous coupling computation can be realized. Based on the discrete-continuous coupling computational method, the reinforcement embankment carries on the coupling analysis. The results indicated that it can be realized the reinforced mechanism of geogrid treatment the old and new embankment, by using FLAC as external boundary condition, exerted on the discrete system PFC model. The geogrid plays the reinforcement role gradually from the embankment edge to the embankment center.
  • Keywords
    Analytical models; Computational modeling; Couplings; Finite element methods; Force; Numerical models; Stress; coupling calculation; discrete element method; finite difference method; reinforced embankment;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Information Science and Engineering (ICISE), 2010 2nd International Conference on
  • Conference_Location
    Hangzhou, China
  • Print_ISBN
    978-1-4244-7616-9
  • Type

    conf

  • DOI
    10.1109/ICISE.2010.5688550
  • Filename
    5688550