Formulation and implementation of a practical multi-surface soil plasticity model
This paper presents a new constitutive model for clay, for undrained monotonic and cyclic loading, that has been developed specifically for geotechnical design applications. The model employs a parallel Iwan approach, consisting of multiple elastic-perfectly-plastic micro models. Degradation of stif...
| Main Authors: | , , , |
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| Format: | Journal article |
| Published: |
Elsevier
2019
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