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    Role of Learning Algorithm in Neural Network-Based Backcalculation of Flexible Pavements

    Source: Journal of Computing in Civil Engineering:;2006:;Volume ( 020 ):;issue: 005
    Author:
    A. Burak Goktepe
    ,
    Emine Agar
    ,
    A. Hilmi Lav
    DOI: 10.1061/(ASCE)0887-3801(2006)20:5(370)
    Publisher: American Society of Civil Engineers
    Abstract: Nondestructive testing (NDT) methods are widely used for the performance evaluation of flexible pavements. Falling weight deflectometer (FWD), which measures time-domain deflections resulting from applied impulse loads, is the most popular technique among all NDT methods. The evaluation of the FWD data requires the inversion of mechanical pavement properties using a backcalculation tool that includes both a forward pavement response model and an optimization algorithm. Neural networks (NNs) have also emerged as alternative tools that can be employed for pavement backcalculation problems relative to their real-time processing abilities. However, there have been no comprehensive analyses in previous studies that focus on the learning algorithm and the architecture of a NN model, which considerably affect backcalculation results. In this study, 284 different NN models were developed using synthetic training and testing databases obtained by layered elastic theory. Results indicated that both the learning algorithm and network architecture play important roles in the performance of the NN based backcalculation process.
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      Role of Learning Algorithm in Neural Network-Based Backcalculation of Flexible Pavements

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43289
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    contributor authorA. Burak Goktepe
    contributor authorEmine Agar
    contributor authorA. Hilmi Lav
    date accessioned2017-05-08T21:13:18Z
    date available2017-05-08T21:13:18Z
    date copyrightSeptember 2006
    date issued2006
    identifier other%28asce%290887-3801%282006%2920%3A5%28370%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43289
    description abstractNondestructive testing (NDT) methods are widely used for the performance evaluation of flexible pavements. Falling weight deflectometer (FWD), which measures time-domain deflections resulting from applied impulse loads, is the most popular technique among all NDT methods. The evaluation of the FWD data requires the inversion of mechanical pavement properties using a backcalculation tool that includes both a forward pavement response model and an optimization algorithm. Neural networks (NNs) have also emerged as alternative tools that can be employed for pavement backcalculation problems relative to their real-time processing abilities. However, there have been no comprehensive analyses in previous studies that focus on the learning algorithm and the architecture of a NN model, which considerably affect backcalculation results. In this study, 284 different NN models were developed using synthetic training and testing databases obtained by layered elastic theory. Results indicated that both the learning algorithm and network architecture play important roles in the performance of the NN based backcalculation process.
    publisherAmerican Society of Civil Engineers
    titleRole of Learning Algorithm in Neural Network-Based Backcalculation of Flexible Pavements
    typeJournal Paper
    journal volume20
    journal issue5
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)0887-3801(2006)20:5(370)
    treeJournal of Computing in Civil Engineering:;2006:;Volume ( 020 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian