• DocumentCode
    2807979
  • Title

    The study on Size effect of fracture toughness of test of undisturbed frozen soils based on Gray theory

  • Author

    Liu Xiao-zhou ; Peng, Liu ; Qiao, Sun ; Hui-ren, Bai

  • Author_Institution
    Key Lab. for Prediction & Control on Complicated Struct. Syst. of Liaoning Province, Dalian Univ., Dalian, China
  • fYear
    2011
  • fDate
    15-17 July 2011
  • Firstpage
    3725
  • Lastpage
    3728
  • Abstract
    Based on the previous undisturbed frozen field test, the research and analysis on the Size effect of fracture toughness KIC of vertical crack and herringbone crack of undisturbed frozen soils specimens of test I is performed emphatically, and it is found the rules that it varies with volume change. Meanwhile, a theoretical prediction by using the Gray System Theory methods is made and the theoretical prediction results KIC has been gotten, which is compared with the results of the test and the error fits the accuracy requirement. Thus it has been made a meaningful exploration for the research method of Size effect of fracture toughness KIC of test I of undisturbed frozen soils.
  • Keywords
    cracks; fracture; soil; fracture toughness; gray system theory methods; herringbone crack; size effect; undisturbed frozen field test; undisturbed frozen soil specimens; vertical crack; Electronic mail; Integrated circuits; Manuals; Oceans; Rocks; Soil; Sun; Gray theory; Size effect; fracture toughness of test I; undisturbed frozen soils;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
  • Conference_Location
    Hohhot
  • Print_ISBN
    978-1-4244-9436-1
  • Type

    conf

  • DOI
    10.1109/MACE.2011.5987805
  • Filename
    5987805