This report describes the wave tank tests and field performance of a single layer of large armor stone used as a protective overlay on underdesigned riprap. The resistance of the overlay to wave attack was determined by small-scale model and prototype-scale wave tank tests at CERC. A stone overlay concept was successfully used to repair a damaged riprap revetment on Oahe Reservoir, South Dakota (App. A) . Design information and an example problem (App. B) are presented to demonstrate application of the overlay concept to 9oth revetment repair and original construction.


    Zugriff

    Download


    Exportieren, teilen und zitieren



    Titel :

    Overlay of Large, Placed Quarrystone and Boulders to Increase Riprap Stability


    Beteiligte:

    Erschienen in:

    Erscheinungsdatum :

    1976


    Format / Umfang :

    8811161


    Medientyp :

    Report


    Format :

    Elektronische Ressource


    Sprache :

    Englisch



    Klassifikation :


    Displacements as failure origin of placed riprap on steep slopes

    Hiller, Priska H. / Aberle, Jochen / Lia, Leif | HENRY – Bundesanstalt für Wasserbau (BAW) | 2017

    Freier Zugriff

    Displacements as failure origin of placed riprap on steep slopes

    Hiller, Priska H. / Aberle, Jochen / Lia, Leif | BASE | 2017

    Freier Zugriff

    Riprap Stability Scale Effects

    Broderick, Laurie L. / Ahrens, John P. | HENRY – Bundesanstalt für Wasserbau (BAW) | 1982

    Freier Zugriff

    Large Wave Tank Tests of Riprap Stability

    Ahrens, John P. | HENRY – Bundesanstalt für Wasserbau (BAW) | 1975

    Freier Zugriff

    Nomographic Riprap Design

    Reese, Andrew J. | HENRY – Bundesanstalt für Wasserbau (BAW) | 1988

    Freier Zugriff