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.
|Title of host publication||12th International Conference on Computer Methods and Advances in Geomechanics 2008|
|Number of pages||12|
|Publication status||Published - 01 Jan 2008|