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    Inspection and Condition Assessment Using Ground Penetrating Radar

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author:
    Dar Hao Chen
    ,
    Andrew Wimsatt
    DOI: 10.1061/(ASCE)GT.1943-5606.0000190
    Publisher: American Society of Civil Engineers
    Abstract: The nondestructive mapping of anomalies and voids under roadway pavements is critical to highway authorities because of the potential loss of support that would lead to safety hazards. 400 MHz ground-coupled penetrating radar (GCPR) was used in this study to characterize the subsurface conditions of three roadway pavements (SH359, IH40, and U.S. 290). The extents of the anomalies in horizontal and vertical directions were visible in GCPR images. Coring, boring, and lab testing were performed to verify the settlement and source of the moisture on SH359. The source of the moisture was from the leaking water pipe, as indicated by the high chloride and chlorite contents. A 1.8-m deep void (
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      Inspection and Condition Assessment Using Ground Penetrating Radar

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/61959
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    contributor authorDar Hao Chen
    contributor authorAndrew Wimsatt
    date accessioned2017-05-08T21:46:33Z
    date available2017-05-08T21:46:33Z
    date copyrightJanuary 2010
    date issued2010
    identifier other%28asce%29gt%2E1943-5606%2E0000205.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61959
    description abstractThe nondestructive mapping of anomalies and voids under roadway pavements is critical to highway authorities because of the potential loss of support that would lead to safety hazards. 400 MHz ground-coupled penetrating radar (GCPR) was used in this study to characterize the subsurface conditions of three roadway pavements (SH359, IH40, and U.S. 290). The extents of the anomalies in horizontal and vertical directions were visible in GCPR images. Coring, boring, and lab testing were performed to verify the settlement and source of the moisture on SH359. The source of the moisture was from the leaking water pipe, as indicated by the high chloride and chlorite contents. A 1.8-m deep void (
    publisherAmerican Society of Civil Engineers
    titleInspection and Condition Assessment Using Ground Penetrating Radar
    typeJournal Paper
    journal volume136
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000190
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;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
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