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contributor authorR. Richard Avent
contributor authorMohamed Alawady
date accessioned2017-05-08T21:25:17Z
date available2017-05-08T21:25:17Z
date copyrightMay 2005
date issued2005
identifier other%28asce%291084-0702%282005%2910%3A3%28247%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50826
description abstractIn 1988, the State of Mississippi set up its first statewide underwater bridge inspection program. During this inspection, serious damage was found on the substructure of two parallel bridges on I-10 near Biloxi. Significant scour had occurred, exposing the steel piling. These piles had severe corrosion with cross sections reduced by 50%. Because of the reduced cross section, the web and flanges of the piles had buckled locally. This damage was exacerbated by collisions associated with barge traffic on the waterway. This accumulation of problems resulted in a bridge on the verge of collapse. Two alternatives were used to repair the substructure. The more seriously damaged piles were encased in concrete, and the less seriously damaged ones were dewatered and a concrete seal was placed around the piles. After
publisherAmerican Society of Civil Engineers
titleBridge Scour and Substructure Deterioration: Case Study
typeJournal Paper
journal volume10
journal issue3
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2005)10:3(247)
treeJournal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 003
contenttypeFulltext


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