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    Research on Adaptability of Semi-rigid Material as Base Course for Long-life Asphalt Pavement

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2010:;Volume ( 004 ):;issue: 002
    Author:
    Ping Shujiang
    ,
    Jiang Liang
    ,
    Shen Aiqin
    ,
    Liu Xiaoguang
    DOI: 10.1061/JHTRCQ.0000284
    Publisher: American Society of Civil Engineers
    Abstract: In the light of semi-rigid material as base course for perpetual asphalt pavement, the bearing capacity and fatigue life of asphalt pavement with semi-rigid base cause and different asphalt layer’s thickness were computed with BISAR3.0 after chosen typical pavement. The impact of thickened layer on the stress of the semi-rigid base, the dry shrinkage and temperature shrinkages of the material were analyzed, and its adaptability as base for perpetual pavement was studied. The result shows that (1) under the same load, with thickening of the asphalt layer, the compressive stress on the top and the tensile stress at the bottom of the semi-rigid base decrease obviously and the fatigue life of the base increases substantially; (2) the impact of temperature and humidity on the semi-rigid base is remarkably weakened, which leads to the fractures, erosion and reflecting cracks of the semi-rigid base to be controlled effectively.
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      Research on Adaptability of Semi-rigid Material as Base Course for Long-life Asphalt Pavement

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70849
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    • Journal of Highway and Transportation Research and Development (English Edition)

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    contributor authorPing Shujiang
    contributor authorJiang Liang
    contributor authorShen Aiqin
    contributor authorLiu Xiaoguang
    date accessioned2017-05-08T22:05:06Z
    date available2017-05-08T22:05:06Z
    date copyrightJuly 2010
    date issued2010
    identifier otherjhtrcq%2E0000284.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70849
    description abstractIn the light of semi-rigid material as base course for perpetual asphalt pavement, the bearing capacity and fatigue life of asphalt pavement with semi-rigid base cause and different asphalt layer’s thickness were computed with BISAR3.0 after chosen typical pavement. The impact of thickened layer on the stress of the semi-rigid base, the dry shrinkage and temperature shrinkages of the material were analyzed, and its adaptability as base for perpetual pavement was studied. The result shows that (1) under the same load, with thickening of the asphalt layer, the compressive stress on the top and the tensile stress at the bottom of the semi-rigid base decrease obviously and the fatigue life of the base increases substantially; (2) the impact of temperature and humidity on the semi-rigid base is remarkably weakened, which leads to the fractures, erosion and reflecting cracks of the semi-rigid base to be controlled effectively.
    publisherAmerican Society of Civil Engineers
    titleResearch on Adaptability of Semi-rigid Material as Base Course for Long-life Asphalt Pavement
    typeJournal Paper
    journal volume4
    journal issue2
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000284
    treeJournal of Highway and Transportation Research and Development (English Edition):;2010:;Volume ( 004 ):;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