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    Alternative Modeling Framework for Pavement Serviceability Analysis

    Source: Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 006
    Author:
    José Holguín-Veras
    DOI: 10.1061/(ASCE)0733-947X(1997)123:6(478)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an alternative modeling framework for serviceability analysis that is conceptually based on fuzzy set theory and uses discriminant analysis as the estimation tool. The proposed approach respects the ordinal characteristics of serviceability ratings because it does not assume that the ratings are a ratio scale, which is implicitly required when using regression analyses. The practicality of the proposed approach is tested in a case study, which indicates that the proposed approach provides a consistent classification of the pavement sections, though it underestimates pavement serviceability. Since the serviceability ratings are not needed for the estimation of the model (ratings are only required for validation), assembling a panel of users is not required to create the calibration data set. This feature may produce significant savings in the data collection process.
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      Alternative Modeling Framework for Pavement Serviceability Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/79230
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorJosé Holguín-Veras
    date accessioned2017-05-08T22:23:06Z
    date available2017-05-08T22:23:06Z
    date copyrightNovember 1997
    date issued1997
    identifier other43850242.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79230
    description abstractThis paper presents an alternative modeling framework for serviceability analysis that is conceptually based on fuzzy set theory and uses discriminant analysis as the estimation tool. The proposed approach respects the ordinal characteristics of serviceability ratings because it does not assume that the ratings are a ratio scale, which is implicitly required when using regression analyses. The practicality of the proposed approach is tested in a case study, which indicates that the proposed approach provides a consistent classification of the pavement sections, though it underestimates pavement serviceability. Since the serviceability ratings are not needed for the estimation of the model (ratings are only required for validation), assembling a panel of users is not required to create the calibration data set. This feature may produce significant savings in the data collection process.
    publisherAmerican Society of Civil Engineers
    titleAlternative Modeling Framework for Pavement Serviceability Analysis
    typeJournal Paper
    journal volume123
    journal issue6
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1997)123:6(478)
    treeJournal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 006
    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
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