Examination on Time-Dependent Soil Models in One-Dimensional Consolidation

This paper reviews the performance of two time-dependent constitutive models in predictions of one-dimensional consolidation. The Soft-Soil Creep model [1] is an example of an elastic-viscoplastic formulation that incorporates a time-dependent state variable to estimate viscoplastic deformation. We...

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Bibliographic Details
Main Authors: Yuan, Yixing (Contributor), Whittle, Andrew (Contributor)
Other Authors: Massachusetts Institute of Technology. Department of Civil and Environmental Engineering (Contributor)
Format: Article
Language:English
Published: Springer-Verlag, 2015-01-09T18:01:54Z.
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