Rate of strength-gain during consolidation or settlement of subsoil due to embankment loads was studied for construction of embankments on soils of very low shear strength or bearing capacity; black cotton and kaolinitic soils were selected for laboratory investigations of strength-gain at different percentage of consolidation under different load-increments.


    Zugriff

    Zugriff über TIB

    Verfügbarkeit in meiner Bibliothek prüfen


    Exportieren, teilen und zitieren



    Titel :

    Strength gain phenomenon in earthen embankment construction


    Weitere Titelangaben:

    Indian Roads Congress -- Road Research -- Bul


    Beteiligte:
    Sutaria, T.C. (Autor:in)


    Erscheinungsdatum :

    1967


    Format / Umfang :

    23 pages


    Anmerkungen:

    Folding plate


    Medientyp :

    Aufsatz (Zeitschrift)


    Format :

    Print


    Sprache :

    Englisch


    Schlagwörter :


    User Guide to WinDAM C Earthen Embankment Soil Inputs

    Visser, K. | British Library Conference Proceedings | 2015


    Effect of Shape Parameters on Failure of Earthen Embankment due to Overtopping

    Kansoh, Rawya M. / Elkholy, Mohamed / Abo-Zaid, Ghada | Springer Verlag | 2020


    Prototype Tire-Shred Embankment Construction

    Dickson, Todd H. / Dwyer, Donald F. / Humphrey, Dana N. | Transportation Research Record | 2001



    Modelling the construction of a high embankment dam

    Chen, Qun / Zou, Yu Hua / Tang, Min et al. | Springer Verlag | 2013