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    Prediction of Pile Capacity Using Neural Networks

    Source: Journal of Computing in Civil Engineering:;1997:;Volume ( 011 ):;issue: 002
    Author:
    C. I. Teh
    ,
    K. S. Wong
    ,
    A. T. C. Goh
    ,
    S. Jaritngam
    DOI: 10.1061/(ASCE)0887-3801(1997)11:2(129)
    Publisher: American Society of Civil Engineers
    Abstract: A 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.
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      Prediction of Pile Capacity Using Neural Networks

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/42897
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    • Journal of Computing in Civil Engineering

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    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
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