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    Study on Identification of Cavity Area under Concrete Pavement Using Transient Impulse-response Method

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 001
    Author:
    Wang Qi
    ,
    Han Xi
    ,
    Yi Zhijian
    DOI: 10.1061/JHTRCQ.0000083
    Publisher: American Society of Civil Engineers
    Abstract: Based on the existing detection methods of cavity areas under concrete pavement, the transient impulse-response method for cavity detection was put forward. The detailed operation process of cavity detection was described by model test, and the Zero Slope Identification method was put forward through the cubic spline fitting curves of amplitudes at measuring points. The test results also indicates that the real boundary of cavity slab is a fuzzy zone, and the cavities identified by the Zero Slope Identification method are little larger than real ones. Finally, the tests on the real concrete pavements also verified the feasibility of transient impulse-response method in practice, and the method also established the foundation of detailed researches and development of measuring instrument in the future.
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      Study on Identification of Cavity Area under Concrete Pavement Using Transient Impulse-response Method

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70629
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    • Journal of Highway and Transportation Research and Development (English Edition)

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    contributor authorWang Qi
    contributor authorHan Xi
    contributor authorYi Zhijian
    date accessioned2017-05-08T22:04:45Z
    date available2017-05-08T22:04:45Z
    date copyrightMarch 2012
    date issued2012
    identifier otherjhtrcq%2E0000083.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70629
    description abstractBased on the existing detection methods of cavity areas under concrete pavement, the transient impulse-response method for cavity detection was put forward. The detailed operation process of cavity detection was described by model test, and the Zero Slope Identification method was put forward through the cubic spline fitting curves of amplitudes at measuring points. The test results also indicates that the real boundary of cavity slab is a fuzzy zone, and the cavities identified by the Zero Slope Identification method are little larger than real ones. Finally, the tests on the real concrete pavements also verified the feasibility of transient impulse-response method in practice, and the method also established the foundation of detailed researches and development of measuring instrument in the future.
    publisherAmerican Society of Civil Engineers
    titleStudy on Identification of Cavity Area under Concrete Pavement Using Transient Impulse-response Method
    typeJournal Paper
    journal volume6
    journal issue1
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000083
    treeJournal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 001
    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