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contributor authorDar-Hao Chen
contributor authorMoon Won
contributor authorFeng Hong
date accessioned2017-05-08T21:37:13Z
date available2017-05-08T21:37:13Z
date copyrightDecember 2009
date issued2009
identifier other%28asce%29cf%2E1943-5509%2E0000053.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57639
description abstractA section of jointed concrete pavement on U.S. 75, which was built from 1982 to 1985, in the Paris District of the Texas Department of Transportation (TxDOT) experienced severe pumping and settlement, even though two types of treatment (full depth repair and polyurethane foam injection) were performed. An extensive field investigation was conducted using ground penetrating radar, falling weight deflectometer, dynamic cone penetrometer, and coring to identify the causes of the continued pumping and settlement problems, and develop an optimal repair strategy. The pavement evaluation included tie bar condition, load transfer efficiency (LTE) at transverse and longitudinal construction joints, and base support conditions. Some of the tie bars failed in shear due to corrosion, which resulted in substantially low LTEs
publisherAmerican Society of Civil Engineers
titleInvestigation of Settlement of a Jointed Concrete Pavement
typeJournal Paper
journal volume23
journal issue6
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000050
treeJournal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 006
contenttypeFulltext


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