• DocumentCode
    3220500
  • Title

    Research on test and analysis for frost damage of base layer of reservoir slope in seasonal permafrost regions

  • Author

    Xiao-zhou, Liu ; Peng, Liu

  • Author_Institution
    Key Lab. for Prediction & Control on Complicated Struct. Syst. of Liaoning Province, Dalian Univ., Dalian, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    4388
  • Lastpage
    4391
  • Abstract
    Referenced the fracture mechanics theories, based on the consideration of the destruction characteristics, the cementation force of ice in the frozen soil and fictitious crack, the wing crack fracture model of base layer of reservoir slope is proposed. The calculated results of finite element analysis agree with soil mechanics experimental results in terms of the soil mass of base layer of reservoir slope, which explains this theoretical model and its research methods are reasonable and effective. It is a meaningful attempt to research the anti-frost damage for base layer of reservoir slope in seasonal permafrost regions, and provides a reference for stability design.
  • Keywords
    cracks; finite element analysis; fracture mechanics; geotechnical engineering; ice; mechanical stability; reservoirs; soil; antifrost damage; cementation force; destruction characteristic; fictitious crack; finite element analysis; fracture mechanics; frozen soil; ice; reservoir slope; seasonal permafrost region; soil mass; soil mechanics; stability design; wing crack fracture model; Analytical models; Books; Force; IP networks; Reservoirs; Rocks; Soil; cementation force; fictitious crack; fracture mechanics; wing crack;
  • 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.2011.5774484
  • Filename
    5774484