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    Evaluation of Pavement Support for Pavement Design

    Source: Journal of Transportation Engineering, Part A: Systems:;2015:;Volume ( 141 ):;issue: 009
    Author:
    Wujun Zhou
    ,
    Pangil Choi
    ,
    Sung Woo Ryu
    ,
    Moon C. Won
    DOI: 10.1061/(ASCE)TE.1943-5436.0000783
    Publisher: American Society of Civil Engineers
    Abstract: It is well-known that the performance of Portland cement concrete (PCC) pavement depends, to a great extent, on the support condition under the slab. The Texas Department of Transportation (TXDOT) recognized the importance of the support condition and requires the use of a stabilized base, either a 10.16-cm hot mix asphalt layer or a minimum 2.54-cm asphalt concrete over a 15.24-cm cement-stabilized layer. For pavement design purposes,
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      Evaluation of Pavement Support for Pavement Design

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    contributor authorWujun Zhou
    contributor authorPangil Choi
    contributor authorSung Woo Ryu
    contributor authorMoon C. Won
    date accessioned2017-05-08T22:25:06Z
    date available2017-05-08T22:25:06Z
    date copyrightSeptember 2015
    date issued2015
    identifier other44326435.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80270
    description abstractIt is well-known that the performance of Portland cement concrete (PCC) pavement depends, to a great extent, on the support condition under the slab. The Texas Department of Transportation (TXDOT) recognized the importance of the support condition and requires the use of a stabilized base, either a 10.16-cm hot mix asphalt layer or a minimum 2.54-cm asphalt concrete over a 15.24-cm cement-stabilized layer. For pavement design purposes,
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Pavement Support for Pavement Design
    typeJournal Paper
    journal volume141
    journal issue9
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)TE.1943-5436.0000783
    treeJournal of Transportation Engineering, Part A: Systems:;2015:;Volume ( 141 ):;issue: 009
    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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