• DocumentCode
    2811522
  • Title

    Study on richards model in the prediction of wharf foundation settlement

  • Author

    Jianping, Jiang

  • Author_Institution
    Coll. of Ocean Environ. & Eng, Shanghai Maritime Univ., Shanghai, China
  • fYear
    2011
  • fDate
    15-17 July 2011
  • Firstpage
    4455
  • Lastpage
    4458
  • Abstract
    Based on the actual measurement data in 10 field testing wharf foundation sites, the curve fitting of foundation settlement versus time curves was carried out, and had a prediction of foundation settlement. Aiming at the settlement characteristics of wharf foundation, Richards mathematical model was selected. The fitting results of 10 field measurement data with the model showed that the fitting precision was high, the correlativity coefficients R was from 0.97191-0.99950, the average value was 0.99087.The fitting effect with the model was better than the hyperbolic model. The average value of absolute value of error between prediction value and actual measurement value was 4.17196%, and especially, was 1.31328% in the tail of fitting curves. The following conclusions can be drawn that the Richards mathematical model have good adaptability and it is accurate and credible for fitting of foundation settlement versus time curves, and corresponding fitting equations can be used to forecast settlement of wharf foundation.
  • Keywords
    curve fitting; foundations; Richards mathematical model; correlativity coefficients; curve fitting; wharf foundation settlement prediction; wharf foundation sites; Automation; Control engineering; Data models; Fitting; Load modeling; Mathematical model; Soil; foundation; mathematical model; settlement; wharf;
  • 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.2011.5987995
  • Filename
    5987995