• DocumentCode
    288811
  • Title

    A backpropagation approach for predicting seismic liquefaction potential in soils

  • Author

    Goh, Anthony T C

  • Author_Institution
    Swinburne Univ. of Technol., Melbourne, Vic., Australia
  • Volume
    5
  • fYear
    1994
  • fDate
    27 Jun-2 Jul 1994
  • Firstpage
    3322
  • Abstract
    Neural networks are successfully used to model the complex relationship between seismic and soil parameters, and the liquefaction potential. Actual field records were used in the analysis. The performance of the neural network models improves as more input variables are provided. The model consisting of 8 input variables is the most successful. These variables are: the SPT value, the fines content, the mean grain size, the equivalent dynamic shear stress, the total stress, the effective stress, the earthquake magnitude, and the maximum horizontal acceleration at ground surface. Comparisons indicate that the neural network model is more reliable than the method of Seed et al. (1985)
  • Keywords
    backpropagation; geophysics computing; neural nets; seismology; soil; SPT value; backpropagation; earthquake magnitude; effective stress; equivalent dynamic shear stress; fines content; maximum horizontal acceleration; mean grain size; neural network models; seismic liquefaction potential; soils; total stress; Attenuation; Australia; Backpropagation; Civil engineering; Computer errors; Earthquakes; Neural networks; Sampling methods; Soil; Testing;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Neural Networks, 1994. IEEE World Congress on Computational Intelligence., 1994 IEEE International Conference on
  • Conference_Location
    Orlando, FL
  • Print_ISBN
    0-7803-1901-X
  • Type

    conf

  • DOI
    10.1109/ICNN.1994.374769
  • Filename
    374769