GENERALIZED PLASTICITY CONSTITUTIVE MODEL BASED ON STATE PARAMETER APPROACH FOR SATURATED AND UNSATURATED SOILS
Overview & Synopsis
The study developed in this work is focused on constitutive modelling of saturated and unsaturated granular soils from the state parameters point of view. The Generalized Plasticity constitutive equation has been extended in order to reproduce stress-strain behaviour of granular soils with a single set of intrinsic model constants for different densities, confining pressures and saturation conditions.
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hal.science)
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Document Information
| Document Title | GENERALIZED PLASTICITY CONSTITUTIVE MODEL BASED ON STATE PARAMETER APPROACH FOR SATURATED AND UNSATURATED SOILS |
|---|---|
| Author / Organization | Diego Manzanal, Manuel Pastor, José Fernandez Merodo |
| Subject & Discipline | Multidisciplinary Academic Open Research |
| Categories | Science & Mathematics |
| Publication Year | 2009 |
| License / Rights | Open Access / Creative Commons |
| Resource Verification | Listed PDF (Verification Pending) |
| Original Host Website |
HAL Open Science
(hal.science)
|
| File Format | application/pdf (Portable Document Format) |
| Language | EN |
| Catalog ID | DOC-53533 |
| Original Source Link | Visit Source Page on hal.science » |