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    Stochastic Duration Modeling of Pavement Overlay Crack Initiation

    Source: Journal of Infrastructure Systems:;2008:;Volume ( 014 ):;issue: 003
    Author:
    Ziad S. Nakat
    ,
    Samer M. Madanat
    DOI: 10.1061/(ASCE)1076-0342(2008)14:3(185)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper we present the development of an empirical pavement overlay crack initiation model using condition survey data for the highway system in the state of Washington. We use a semiparametric Cox model and show that its hazard function represents the sample hazard function, which follows a bathtub shape. This is a shape that commonly used parametric models cannot predict. Empirical data complications, such as the endogeneity of overlay design variables and data censoring, are corrected for using appropriate econometric techniques. Our research shows that a specification that captures the main factors responsible for the overlay crack initiation process, combined with careful analysis of the data, can produce models of sufficient realism for maintenance and rehabilitation action selection purposes.
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      Stochastic Duration Modeling of Pavement Overlay Crack Initiation

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    contributor authorZiad S. Nakat
    contributor authorSamer M. Madanat
    date accessioned2017-05-08T21:21:31Z
    date available2017-05-08T21:21:31Z
    date copyrightSeptember 2008
    date issued2008
    identifier other%28asce%291076-0342%282008%2914%3A3%28185%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48338
    description abstractIn this paper we present the development of an empirical pavement overlay crack initiation model using condition survey data for the highway system in the state of Washington. We use a semiparametric Cox model and show that its hazard function represents the sample hazard function, which follows a bathtub shape. This is a shape that commonly used parametric models cannot predict. Empirical data complications, such as the endogeneity of overlay design variables and data censoring, are corrected for using appropriate econometric techniques. Our research shows that a specification that captures the main factors responsible for the overlay crack initiation process, combined with careful analysis of the data, can produce models of sufficient realism for maintenance and rehabilitation action selection purposes.
    publisherAmerican Society of Civil Engineers
    titleStochastic Duration Modeling of Pavement Overlay Crack Initiation
    typeJournal Paper
    journal volume14
    journal issue3
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)1076-0342(2008)14:3(185)
    treeJournal of Infrastructure Systems:;2008:;Volume ( 014 ):;issue: 003
    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