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    Design and Implementation of Repairs to Corrugated Steel Plate Culverts

    Source: Journal of Performance of Constructed Facilities:;1995:;Volume ( 009 ):;issue: 002
    Author:
    R. G. Moore
    ,
    P. R. Bedell
    ,
    I. D. Moore
    DOI: 10.1061/(ASCE)0887-3828(1995)9:2(103)
    Publisher: American Society of Civil Engineers
    Abstract: The successful rehabilitation of three corrugated steel plate culverts consisting of 11.28-m-span horizontal ellipses is described. When constructed in 1970, the culverts were the longest-span horizontal ellipse culverts in the world. The original construction is described, with a summary of the discovery and site investigation. The nature of the structural distress and the identification of the cause is discussed. The design of an effective repair is described in addition to the requirements for construction monitoring. Measurements of culvert response are given for pipe excavation and subsequent reburial. Details of the rehabilitation process are provided with a discussion of the structural and backfill design. The total project cost is included.
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      Design and Implementation of Repairs to Corrugated Steel Plate Culverts

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    https://yetl.yabesh.ir/yetl1/handle/yetl/44048
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    • Journal of Performance of Constructed Facilities

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    contributor authorR. G. Moore
    contributor authorP. R. Bedell
    contributor authorI. D. Moore
    date accessioned2017-05-08T21:14:35Z
    date available2017-05-08T21:14:35Z
    date copyrightMay 1995
    date issued1995
    identifier other%28asce%290887-3828%281995%299%3A2%28103%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44048
    description abstractThe successful rehabilitation of three corrugated steel plate culverts consisting of 11.28-m-span horizontal ellipses is described. When constructed in 1970, the culverts were the longest-span horizontal ellipse culverts in the world. The original construction is described, with a summary of the discovery and site investigation. The nature of the structural distress and the identification of the cause is discussed. The design of an effective repair is described in addition to the requirements for construction monitoring. Measurements of culvert response are given for pipe excavation and subsequent reburial. Details of the rehabilitation process are provided with a discussion of the structural and backfill design. The total project cost is included.
    publisherAmerican Society of Civil Engineers
    titleDesign and Implementation of Repairs to Corrugated Steel Plate Culverts
    typeJournal Paper
    journal volume9
    journal issue2
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(1995)9:2(103)
    treeJournal of Performance of Constructed Facilities:;1995:;Volume ( 009 ):;issue: 002
    contenttypeFulltext
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