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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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