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
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