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
Link To Document :
بازگشت