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    Flexible culverts under high fills

    Load Study of Flexible Pipes Under High Fills, J.H.TIMMERS; Factors Affecting Vertical Loads on Underground Ducts Due to Arching, N.C.COSTES; Performance Study of Multi-Plate Corrugated-Metal-Pipe Culvert Under Embankment-North Carolina, N.C.COSTES, C.E.PROUDLEY; Influence of Compression and Shearing Strains in Soil Foundations on Structures Under Earth Embankments, M.G.SPANGLER.

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    Flexible culverts under high fills

    Load Study of Flexible Pipes Under High Fills, J.H.TIMMERS; Factors Affecting Vertical Loads on Underground Ducts Due to Arching, N.C.COSTES; Performance Study of Multi-Plate Corrugated-Metal-Pipe Culvert Under Embankment-North Carolina, N.C.COSTES, C.E.PROUDLEY; Influence of Compression and Shearing Strains in Soil Foundations on Structures Under Earth Embankments, M.G.SPANGLER.

    Access

    Access via TIB
    Check availability in my library

    Flexible culverts under high fills

    Load Study of Flexible Pipes Under High Fills, J.H.TIMMERS; Factors Affecting Vertical Loads on Underground Ducts Due to Arching, N.C.COSTES; Performance Study of Multi-Plate Corrugated-Metal-Pipe Culvert Under Embankment-North Carolina, N.C.COSTES, C.E.PROUDLEY; Influence of Compression and Shearing Strains in Soil Foundations on Structures Under Earth Embankments, M.G.SPANGLER.

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    Check availability in my library

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    Document information
    Title:

    Flexible culverts under high fills

    Additional title:

    Nat Research Council -- Highway Research Board -- Bul

    Published in:

    National Research Council -- Highway Research Board -- Bulletin

    Publication date:

    1956

    Size:

    177 pages

    Type of media:

    Report

    Type of material:

    Print

    Language:

    English

    Keywords:

    Culverts

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

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