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    Mechanical and Acoustic Properties Composition Design and Effects Analysis of Poroelastic Road Surface

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 010::page 04021281-1
    Author:
    Lei Lyu
    ,
    Yongkang Dong
    ,
    Dongliang Zhao
    ,
    Yong Wen
    ,
    Rui Li
    ,
    Xin Ren
    ,
    Jianzhong Pei
    DOI: 10.1061/(ASCE)MT.1943-5533.0003904
    Publisher: ASCE
    Abstract: Existing low-noise pavement has gradually lost its function with the development of urban road traffic. A poroelastic road surface (PERS), mainly composed of tire rubber granules, polyurethane, and aggregate, is considered to be the material with the most potential to construct future low-noise pavements. This study aims to optimize the material composition of PERS to improve the mechanical and acoustic properties further. The orthogonal experiments of three factors with three levels were designed to evaluate the effects of the composition design of PERS on rutting resistance, skid resistance, moisture resistance, and aging resistance. To ensure the acoustic properties, the selected initial composition was optimized through the tire free-drop test and transfer-function method. In this study, the Pearson correlation coefficient (r) was used to describe the correlations between the properties of PERS and material composition. It was concluded that skid and moisture resistance are largely influenced by polyurethane content. Meanwhile, the rubber content is significant for rutting resistance, aging resistance, and damping property. Acoustic experiments indicate that rubber particles show a significant effect on the sound absorption property. Results demonstrate that the optimal material composition of PERS is 5.5% polyurethane content, 10% rubber content, and 1.18 mm rubber particles, with a 60 mm thickness.
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      Mechanical and Acoustic Properties Composition Design and Effects Analysis of Poroelastic Road Surface

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4272565
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    contributor authorLei Lyu
    contributor authorYongkang Dong
    contributor authorDongliang Zhao
    contributor authorYong Wen
    contributor authorRui Li
    contributor authorXin Ren
    contributor authorJianzhong Pei
    date accessioned2022-02-01T22:04:34Z
    date available2022-02-01T22:04:34Z
    date issued10/1/2021
    identifier other%28ASCE%29MT.1943-5533.0003904.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272565
    description abstractExisting low-noise pavement has gradually lost its function with the development of urban road traffic. A poroelastic road surface (PERS), mainly composed of tire rubber granules, polyurethane, and aggregate, is considered to be the material with the most potential to construct future low-noise pavements. This study aims to optimize the material composition of PERS to improve the mechanical and acoustic properties further. The orthogonal experiments of three factors with three levels were designed to evaluate the effects of the composition design of PERS on rutting resistance, skid resistance, moisture resistance, and aging resistance. To ensure the acoustic properties, the selected initial composition was optimized through the tire free-drop test and transfer-function method. In this study, the Pearson correlation coefficient (r) was used to describe the correlations between the properties of PERS and material composition. It was concluded that skid and moisture resistance are largely influenced by polyurethane content. Meanwhile, the rubber content is significant for rutting resistance, aging resistance, and damping property. Acoustic experiments indicate that rubber particles show a significant effect on the sound absorption property. Results demonstrate that the optimal material composition of PERS is 5.5% polyurethane content, 10% rubber content, and 1.18 mm rubber particles, with a 60 mm thickness.
    publisherASCE
    titleMechanical and Acoustic Properties Composition Design and Effects Analysis of Poroelastic Road Surface
    typeJournal Paper
    journal volume33
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003904
    journal fristpage04021281-1
    journal lastpage04021281-10
    page10
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 010
    contenttypeFulltext
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