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    Asphalt Concrete Stripping Detection Using Deflection Measurements from Traffic Speed Deflection Devices

    Source: Journal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 004
    Author:
    Zia U. A. Zihan
    ,
    Mostafa A. Elseifi
    ,
    Kevin Gaspard
    ,
    Zhongjie Zhang
    DOI: 10.1061/JPEODX.0000220
    Publisher: ASCE
    Abstract: Asphalt concrete stripping is a critical distress that occurs underneath the pavement surface due to the accumulation of moisture with no visual indication at the surface. Past studies have suggested the feasibility of using nondestructive methods, such as a ground penetrating radar and portable seismic property analyzer, to identify stripping-affected pavements. However, these devices are yet to reach widespread implementation potential due to some limitations in their operation and measurement system. In the present study, the deflection measurements of a traffic speed deflection device (TSDD), namely, the Rolling Wheel Deflectometer (RWD), were evaluated to identify pavement sections that may suffer from stripping and moisture damage. Statistical and artificial neural network (ANN) models, which used RWD measured deflections, pavement characteristics, and performance data as inputs, were developed to predict the probability of stripping damage in the tested sections. A logistic model that considers the linearity between the predictor and response variables was developed and validated with reasonable accuracy in estimating stripping probability. The nonlinear relationship between the input and output variables was simulated using a generalized additive model (GAM) and was found to have improved stripping prediction accuracy. To further address the complex relationship between the predictor and response variable, an ANN-based pattern recognition system was developed; this approach was more accurate than the previous models and is recommended as a cross-validation tool for the results of the logistic and GAM models. A regression-based classification tree was developed based on the available dataset that is easy to interpret and is convenient for highway agencies for preliminary stripping evaluation. The analyses and methods presented in the study may be used for stripping damage detection and as an additional benefit of TSDD testing.
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      Asphalt Concrete Stripping Detection Using Deflection Measurements from Traffic Speed Deflection Devices

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4268076
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    • Journal of Transportation Engineering, Part B: Pavements

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    contributor authorZia U. A. Zihan
    contributor authorMostafa A. Elseifi
    contributor authorKevin Gaspard
    contributor authorZhongjie Zhang
    date accessioned2022-01-30T21:22:12Z
    date available2022-01-30T21:22:12Z
    date issued12/1/2020 12:00:00 AM
    identifier otherJPEODX.0000220.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268076
    description abstractAsphalt concrete stripping is a critical distress that occurs underneath the pavement surface due to the accumulation of moisture with no visual indication at the surface. Past studies have suggested the feasibility of using nondestructive methods, such as a ground penetrating radar and portable seismic property analyzer, to identify stripping-affected pavements. However, these devices are yet to reach widespread implementation potential due to some limitations in their operation and measurement system. In the present study, the deflection measurements of a traffic speed deflection device (TSDD), namely, the Rolling Wheel Deflectometer (RWD), were evaluated to identify pavement sections that may suffer from stripping and moisture damage. Statistical and artificial neural network (ANN) models, which used RWD measured deflections, pavement characteristics, and performance data as inputs, were developed to predict the probability of stripping damage in the tested sections. A logistic model that considers the linearity between the predictor and response variables was developed and validated with reasonable accuracy in estimating stripping probability. The nonlinear relationship between the input and output variables was simulated using a generalized additive model (GAM) and was found to have improved stripping prediction accuracy. To further address the complex relationship between the predictor and response variable, an ANN-based pattern recognition system was developed; this approach was more accurate than the previous models and is recommended as a cross-validation tool for the results of the logistic and GAM models. A regression-based classification tree was developed based on the available dataset that is easy to interpret and is convenient for highway agencies for preliminary stripping evaluation. The analyses and methods presented in the study may be used for stripping damage detection and as an additional benefit of TSDD testing.
    publisherASCE
    titleAsphalt Concrete Stripping Detection Using Deflection Measurements from Traffic Speed Deflection Devices
    typeJournal Paper
    journal volume146
    journal issue4
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.0000220
    page10
    treeJournal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 004
    contenttypeFulltext
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    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian