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    Bridge piers encased against scour

    New search for: Broadfoot, H.L.
    New search for: Chalkley, W.A.

    At Kentucky Dam on Tennessee River it was necessary to encase concrete footings and timber pile foundations of ICRR bridge below dam with circular cells of steel sheet piling driven through river bed overburden to rock to prevent possible scour from concentrated flow of river diversion.

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    Bridge piers encased against scour

    New search for: Broadfoot, H.L.
    New search for: Chalkley, W.A.

    At Kentucky Dam on Tennessee River it was necessary to encase concrete footings and timber pile foundations of ICRR bridge below dam with circular cells of steel sheet piling driven through river bed overburden to rock to prevent possible scour from concentrated flow of river diversion.

    Access

    Access via TIB
    Check availability in my library

    Bridge piers encased against scour

    New search for: Broadfoot, H.L.
    New search for: Chalkley, W.A.

    At Kentucky Dam on Tennessee River it was necessary to encase concrete footings and timber pile foundations of ICRR bridge below dam with circular cells of steel sheet piling driven through river bed overburden to rock to prevent possible scour from concentrated flow of river diversion.

    Access

    Access via TIB
    Check availability in my library

    Access

    Access via TIB
    Check availability in my library

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Document information
    Title:

    Bridge piers encased against scour

    Additional title:

    Eng News-Rec

    Contributors:

    Broadfoot, H.L. (author) / Chalkley, W.A. (author)

    Published in:

    Engineering News-Record ; 128

    Publication date:

    1942

    Size:

    3 pages

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    English

    Keywords:

    Bridge piers

    © Metadata Copyright Elsevier B. V. All rights reserved.

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