• DocumentCode
    3256601
  • Title

    Ground settlement reliability analysis based on the interval theory

  • Author

    Feng Zhen

  • Author_Institution
    Coll. of Civil Eng. & Archit., Hebei Univ., Baoding, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    1295
  • Lastpage
    1298
  • Abstract
    By using interval value, to reflect the parameter selection of soil parameter selection of uncertainty characteristics, and according to the characteristics of the corresponding parameter establishing parameter selection method to determine the interval value. To research foundation settlement calculation method based on the reliability analysis model of the ground interval. Using interval theory and one-dimensional optimization algorithm, and using the reliability index of interval reliability evaluation criterion to evaluate ground settlement, which based on the interval theory ground reliability analysis method. Engineering example analysis shows that this method has certain rationality.
  • Keywords
    foundations; geotechnical engineering; optimisation; reliability; soil; foundation settlement calculation method; ground interval value; ground settlement reliability analysis; interval reliability evaluation criterion; one-dimensional optimization algorithm; soil parameter selection; uncertainty characteristics; Analytical models; Gravity; Indexes; Reliability theory; Soil; Uncertainty; Ground; Interval value; Reliability; Settlement;
  • 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.2011.5776225
  • Filename
    5776225