Show simple item record

contributor authorC. I. Teh
contributor authorK. S. Wong
contributor authorA. T. C. Goh
contributor authorS. Jaritngam
date accessioned2017-05-08T21:12:39Z
date available2017-05-08T21:12:39Z
date copyrightApril 1997
date issued1997
identifier other%28asce%290887-3801%281997%2911%3A2%28129%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/42897
description abstractA back-propagation neural network model for estimating static pile capacity from dynamic stress-wave data is proposed. The training and testing of the network were based on a database of 37 precast reinforced concrete (RC) piles from 21 different sites. The CAPWAP-predicted soil parameters were used as the desired output in training. Three different network models were used to study the ability of the neural network to predict the desired output to increasing degree of detail. The study showed that the neural network model predicted the total capacity reasonably well. The neural-network-predicted soil resistance along the pile was also in general agreement with the CAPWAP solution. The capability of the network to generalize from limited training examples was verified by its performance against dynamic test data obtained from non-RC piles.
publisherAmerican Society of Civil Engineers
titlePrediction of Pile Capacity Using Neural Networks
typeJournal Paper
journal volume11
journal issue2
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)0887-3801(1997)11:2(129)
treeJournal of Computing in Civil Engineering:;1997:;Volume ( 011 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record