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    Bending Fatigue Test and Interlayer Pavement Models for Beams of Asphalt Mixture

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 004
    Author:
    Ai Changfa
    ,
    Cheng Meng
    ,
    Yang Tao
    ,
    Qiu Yanjun
    DOI: 10.1061/JHTRCQ.0000004
    Publisher: American Society of Civil Engineers
    Abstract: The fatigue life of composite beam samples were measured by flexural fatigue test under different bonding oil contents, temperatures, and loads. The measurement was conducted to study the influence of interlayer contact on the fatigue life of asphalt pavement and to fine tune the pavement fatigue model. The results show the following: (1) The integrity and fatigue life of asphalt pavement decreases because of interlayer contact. (2) Fatigue life first increases then decreases with increasing bonding oil content. An optimum bonding oil content increases fatigue resistance to a higher level. (3) Fatigue failure more readily occurs at normal temperatures than at low temperatures. In addition, fatigue life significantly decreases when pavement is exposed to overweight vehicles. The relationship of fatigue life with bonding oil content, temperature, and load was identified and total fatigue equations were established.
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      Bending Fatigue Test and Interlayer Pavement Models for Beams of Asphalt Mixture

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70541
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    • Journal of Highway and Transportation Research and Development (English Edition)

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    contributor authorAi Changfa
    contributor authorCheng Meng
    contributor authorYang Tao
    contributor authorQiu Yanjun
    date accessioned2017-05-08T22:04:38Z
    date available2017-05-08T22:04:38Z
    date copyrightDecember 2012
    date issued2012
    identifier otherjhtrcq%2E0000004.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70541
    description abstractThe fatigue life of composite beam samples were measured by flexural fatigue test under different bonding oil contents, temperatures, and loads. The measurement was conducted to study the influence of interlayer contact on the fatigue life of asphalt pavement and to fine tune the pavement fatigue model. The results show the following: (1) The integrity and fatigue life of asphalt pavement decreases because of interlayer contact. (2) Fatigue life first increases then decreases with increasing bonding oil content. An optimum bonding oil content increases fatigue resistance to a higher level. (3) Fatigue failure more readily occurs at normal temperatures than at low temperatures. In addition, fatigue life significantly decreases when pavement is exposed to overweight vehicles. The relationship of fatigue life with bonding oil content, temperature, and load was identified and total fatigue equations were established.
    publisherAmerican Society of Civil Engineers
    titleBending Fatigue Test and Interlayer Pavement Models for Beams of Asphalt Mixture
    typeJournal Paper
    journal volume6
    journal issue4
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000004
    treeJournal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 004
    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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