Predicting the long-term performance of a wide embankment on soft soil using an elastic-viscoplastic model
This paper presents modelling of the consolidation of foundation soil under a wide embankment constructed over soft soil. An elastic-viscoplastic (EVP) constitutive model is used to represent the foundation soil for the coupled finite element analysis (FEA). A unit-cell analysis is carried out to ca...
| Main Authors: | , , , |
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| Format: | Article |
| Published: |
2010
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| Subjects: |