• DocumentCode
    3217187
  • Title

    The application of fuzzy recognition model in silt liquefaction distinguish

  • Author

    Bi, Qingtao ; Ding, Shuyun

  • Author_Institution
    Coll. of Resource & Environ., North China Univ. of Water Conservancy & Hydroelectric Power, Zhengzhou, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    6270
  • Lastpage
    6273
  • Abstract
    Silt has the same liquefaction mechanism , but the soil characteristics of the silt soil, especially the practical sizes and the physical and chemistry properties of the pore water are significantly different, thus affect silt soil have some different factors of liquefaction resistance with sand. Based on the fundamental and measure of fuzzy mathematics, the factors which influence silt´s liquefaction were analysized, thus mean diameter, plastic index, SPT blow count and effective overburden pressure were selected as factors which construct the fuzzy pattern recognication. The results indicates that this evaluation method is a useful tool in objectively evaluating and predicting liquefaction potential of silt.
  • Keywords
    geophysical techniques; liquefaction; pattern recognition; sand; soil; SPT blow count; chemistry properties; effective overburden pressure; fuzzy mathematics; fuzzy pattern recognication; fuzzy recognition model; liquefaction mechanism; liquefaction potential; liquefaction resistance; partical sizes; physical properties; plastic index; pore water; sand; silt liquefaction; silt soil; soil characteristics; Buildings; Indexes; Mathematical model; Soil; Water; Water resources; comprehensive liquefaction evaluation method; fuzzy recognition model; silt liquefaction;
  • 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.2011.5774322
  • Filename
    5774322