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...
Main Authors: | Yuan, Yixing (Contributor), Whittle, Andrew (Contributor) |
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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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Subjects: | |
Online Access: | Get fulltext |
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