• DocumentCode
    507014
  • Title

    A Comparative Analysis of Grey Models for Displacement Prediction

  • Author

    Kang, Yong ; Wang, Xin-fei

  • Author_Institution
    Inst. of Rock & Soil Mech., Chinese Acad. of Sci., Wuhan, China
  • Volume
    4
  • fYear
    2009
  • fDate
    14-16 Aug. 2009
  • Firstpage
    211
  • Lastpage
    215
  • Abstract
    Now there are many prediction models based on grey theory, however, the precision, adaptability and efficiency may be quietly different, so it is essential to choose a more suitable prediction model for the stability evaluation of tunnel surrounding rock-support system. In the paper, some typical grey prediction models were discussed and compared from aspects of precision, adaptability, computational workload. And a most efficient approach with smallest total error and better adaptability for non-equal interval sequence was found. Meanwhile, it was proved that the background value would be a vital factor in creating a grey model, and the prediction precision and adaptability of grey model can be highly improved through ameliorating background value.
  • Keywords
    failure analysis; geotechnical engineering; grey systems; rocks; stability; structural engineering; tunnels; comparative analysis; displacement prediction; grey theory; prediction model; rock support system; tunnel stability evaluation; Control systems; Differential equations; Failure analysis; Fuzzy systems; Predictive models; Shape measurement; Size measurement; Soil; Stability analysis; Uncertainty; displacement prediction; grey model;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Fuzzy Systems and Knowledge Discovery, 2009. FSKD '09. Sixth International Conference on
  • Conference_Location
    Tianjin
  • Print_ISBN
    978-0-7695-3735-1
  • Type

    conf

  • DOI
    10.1109/FSKD.2009.668
  • Filename
    5359139