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    Bridge Scour and Substructure Deterioration: Case Study

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 003
    Author:
    R. Richard Avent
    ,
    Mohamed Alawady
    DOI: 10.1061/(ASCE)1084-0702(2005)10:3(247)
    Publisher: American Society of Civil Engineers
    Abstract: In 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
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      Bridge Scour and Substructure Deterioration: Case Study

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    http://yetl.yabesh.ir/yetl1/handle/yetl/50826
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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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