• DocumentCode
    2463382
  • Title

    Numerical simulation of frost heave in frozen soil under various freezing mode

  • Author

    Shang, Xiangyu ; Zhou, Guoqing

  • Author_Institution
    State Key Lab. for Geomechanics & Deep Underground Eng., China Univ. of Min. & Technol., Xuzhou, China
  • fYear
    2011
  • fDate
    24-26 June 2011
  • Firstpage
    5119
  • Lastpage
    5122
  • Abstract
    In this paper frost heave is simulated numerically by the coupled processes of heat conduction and moisture transport within frozen soil mass. A finite difference computational program developed by the first author is used to simulate frost heave of one-dimensional frozen soil under three different freezing modes including continuous, stepwise and continuous-intermissive mode. The results of simulation show that continuous-intermissive mode can suppress the magnitude of frost heave effectively.
  • Keywords
    finite difference methods; geotechnical engineering; heat conduction; ice; moisture; soil; finite difference computational program; frost heave; frozen soil; heat conduction; moisture transport; Computational modeling; Earth; Ice; Numerical models; Numerical simulation; Presses; Soil; freezing mode; frost heave; frozen soil; numerical simulation;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
  • Conference_Location
    Nanjing
  • Print_ISBN
    978-1-4244-9172-8
  • Type

    conf

  • DOI
    10.1109/RSETE.2011.5965466
  • Filename
    5965466