In this study, the creep behavior for cohesive soils was predicted using a recently developed empirical function and a general overstress theory. The model based on overstress theory was slightly modified for application and obvious comparison. The predictions were compared and investigated with the experimental results. Both models could not predict the undrained creep rupture but they provided general agreement with the experimental results until the elapsed time when creep rupture occurred. The empirical model deserves further research with keeping its advantages of simple mathematical formation and few parameters.


    Zugriff

    Zugriff prüfen

    Verfügbarkeit in meiner Bibliothek prüfen

    Bestellung bei Subito €


    Exportieren, teilen und zitieren



    Titel :

    Comparisons of overstress theory with an empirical model in creep prediction for cohesive soils


    Weitere Titelangaben:

    KSCE J Civ Eng


    Beteiligte:
    Kim, Dae Kyu (Autor:in)

    Erschienen in:

    Erscheinungsdatum :

    2005-11-01


    Format / Umfang :

    6 pages




    Medientyp :

    Aufsatz (Zeitschrift)


    Format :

    Elektronische Ressource


    Sprache :

    Englisch




    Bridge Overstress Criteria

    M. Ghosn / C. G. Schilling / F. Moses et al. | NTIS | 1995


    The Reliability of Overstress Testing

    Rudy, W. Harry | SAE Technical Papers | 1990


    A constitutive model with damage for cohesive soils

    Kim, Dae Kyu | Springer Verlag | 2004


    Preventing Electrical Overstress During EMC Testing

    Erickson, K. / Whittlesey, A. / Vorperria, V. et al. | British Library Conference Proceedings | 2007