Review of visco-plastic soil models for predicting the performance of embankments on soft soils

Md.R. Karim, C.T. Gnanendran

    Research output: Chapter in Book/Report/Conference proceedingChapter

    3 Citations (Scopus)

    Abstract

    A number of constitutive models that account for creep or secondary compression and rate dependent behaviour of soil have been reviewed in terms of their strengths and weaknesses. Some results of numerical analysis of some embankments have been discussed and an effort has been made to find out their strengths and limitations.
    Original languageEnglish
    Title of host publication12th International Conference on Computer Methods and Advances in Geomechanics 2008
    Pages945-956
    Number of pages12
    Volume2
    Publication statusPublished - 01 Jan 2008

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