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    Deterioration Modeling of Flexible Pavements Based on As-Produced and As-Constructed Properties

    Source: Journal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 002::page 04022025
    Author:
    Arash Hosseini
    ,
    Ahmed Faheem
    ,
    Hani Titi
    ,
    Scot Schwandt
    DOI: 10.1061/JPEODX.0000372
    Publisher: ASCE
    Abstract: The goal of this study is to develop a framework for the life-cycle understanding of flexible pavements. New advancements in data analytics allow for the utilization of pavement life-cycle data (historical, environmental, and structural) to evaluate the effects of material, construction, and loading parameters on the in-service performance of the pavements. In this study, the data were georeferenced to establish a connection between pavement parameters such as construction and production quality factors, traffic loading, material properties, pavement structure, and climate conditions to the long-term performance of flexible pavements. The data used in this paper were sampled from the Wisconsin Department of Transportation (WisDOT). Data were filtered to include pavement sections of comparable traffic load and environmental conditions to avoid potential bias in the analysis. Information on 42 highways with a total length of 260.5 mi was collected and analyzed for this study. Pavement deterioration metamodels were developed on high-resolution data using three machine learning (ML) techniques. For the purpose of construction of the metamodels, ML techniques including decision tree regression (DTR), random forest (RF), and gene-expression programming (GEP) were utilized by using coded subroutines in Python. The outcomes of DTR, RF, and GEP approaches showed promising results in the modeling of pavement performance by considering the effects of mix production quality factors such as air voids of the mixture (VA), individual lots voids in mineral aggregates (VMA), in-place density of asphalt mixture (%Gmm), asphalt content (AC), surface thickness, and age of pavements. This approach provides a basis for comprehensive life-cycle evaluation of the highway network without disrupting the state of practice. It relies on connecting data already being collected by the transportation agencies. The relational connection of such data allows for a pavement management system that is capable of continuously reflecting the pavement network performance on design, control, and maintenance activities.
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      Deterioration Modeling of Flexible Pavements Based on As-Produced and As-Constructed Properties

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    contributor authorArash Hosseini
    contributor authorAhmed Faheem
    contributor authorHani Titi
    contributor authorScot Schwandt
    date accessioned2022-05-07T20:43:37Z
    date available2022-05-07T20:43:37Z
    date issued2022-03-24
    identifier otherJPEODX.0000372.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282808
    description abstractThe goal of this study is to develop a framework for the life-cycle understanding of flexible pavements. New advancements in data analytics allow for the utilization of pavement life-cycle data (historical, environmental, and structural) to evaluate the effects of material, construction, and loading parameters on the in-service performance of the pavements. In this study, the data were georeferenced to establish a connection between pavement parameters such as construction and production quality factors, traffic loading, material properties, pavement structure, and climate conditions to the long-term performance of flexible pavements. The data used in this paper were sampled from the Wisconsin Department of Transportation (WisDOT). Data were filtered to include pavement sections of comparable traffic load and environmental conditions to avoid potential bias in the analysis. Information on 42 highways with a total length of 260.5 mi was collected and analyzed for this study. Pavement deterioration metamodels were developed on high-resolution data using three machine learning (ML) techniques. For the purpose of construction of the metamodels, ML techniques including decision tree regression (DTR), random forest (RF), and gene-expression programming (GEP) were utilized by using coded subroutines in Python. The outcomes of DTR, RF, and GEP approaches showed promising results in the modeling of pavement performance by considering the effects of mix production quality factors such as air voids of the mixture (VA), individual lots voids in mineral aggregates (VMA), in-place density of asphalt mixture (%Gmm), asphalt content (AC), surface thickness, and age of pavements. This approach provides a basis for comprehensive life-cycle evaluation of the highway network without disrupting the state of practice. It relies on connecting data already being collected by the transportation agencies. The relational connection of such data allows for a pavement management system that is capable of continuously reflecting the pavement network performance on design, control, and maintenance activities.
    publisherASCE
    titleDeterioration Modeling of Flexible Pavements Based on As-Produced and As-Constructed Properties
    typeJournal Paper
    journal volume148
    journal issue2
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.0000372
    journal fristpage04022025
    journal lastpage04022025-10
    page10
    treeJournal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 002
    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