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Evaluation of liquefaction potential...

Garg, Amit.

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Evaluation of liquefaction potential using adaptive resonance theory based neural networks.

Record Type:	Electronic resources : Monograph/item
Title/Author:	Evaluation of liquefaction potential using adaptive resonance theory based neural networks./
Author:	Garg, Amit.
Description:	137 p.
Notes:	Source: Masters Abstracts International, Volume: 43-02, page: 0578.
Contained By:	Masters Abstracts International43-02.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1423369
ISBN:	0496083139

Evaluation of liquefaction potential using adaptive resonance theory based neural networks.
Garg, Amit.

Evaluation of liquefaction potential using adaptive resonance theory based neural networks. - 137 p.

Source: Masters Abstracts International, Volume: 43-02, page: 0578.

Thesis (M.S.)--University of Massachusetts Lowell, 2005.

Soil liquefaction is the phenomenon of temporary loss of shear strength of saturated cohesion-less soil under the influence of vibrations caused by earthquakes.

ISBN: 0496083139Subjects--Topical Terms:

783781
Engineering, Civil.

Evaluation of liquefaction potential using adaptive resonance theory based neural networks.
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020 $a 0496083139
035 $a (UnM)AAI1423369
035 $a AAI1423369
040 $a UnM $c UnM
100 1 $a Garg, Amit. $3 1023395
245 1 0 $a Evaluation of liquefaction potential using adaptive resonance theory based neural networks.
300 $a 137 p.
500 $a Source: Masters Abstracts International, Volume: 43-02, page: 0578.
500 $a Supervisor: Pradeep U. Kurup.
502 $a Thesis (M.S.)--University of Massachusetts Lowell, 2005.
520 $a Soil liquefaction is the phenomenon of temporary loss of shear strength of saturated cohesion-less soil under the influence of vibrations caused by earthquakes.
520 $a This study explores the possibility of using Adaptive Resonance Theory (ART) based neural networks for the prediction of liquefaction potential. These networks utilize a modified type of competitive learning, to overcome the problem of learning instability, suffered by back-propagation based artificial neural networks. Two types of ART based networks, Fuzzy-ARTMAP and PROBART were trained and tested using cone penetration test (CPT) data and shear wave velocity (Vs) data obtained from past case histories. A number of models were tried by varying the network parameters, and the best models were identified. The models showed a high success rate of 98.3% and 97% correct predictions for CPT and Vs datasets respectively. The excellent results obtained by the proposed models, demonstrate the potential of ART based neural networks and encourage their application into more areas of civil engineering. (Abstract shortened by UMI.)
590 $a School code: 0111.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Geotechnology. $3 1018558
690 $a 0543
690 $a 0428
710 2 0 $a University of Massachusetts Lowell. $3 1017839
773 0 $t Masters Abstracts International $g 43-02.
790 1 0 $a Kurup, Pradeep U., $e advisor
790 $a 0111
791 $a M.S.
792 $a 2005
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1423369