A viscoelastic-viscoplastic, double yield surface constitutive model for fine-grained and organic soils
Time and rate effects may have a crucial role in many engineering applications. In this work, an innovative viscoelastic and viscoplastic framework is presented within the framework of the overstress theory. The peculiarity of this approach is the use of two elastic and two plastic, rate-dependent mechanisms, having very different viscosity rates. This implies the use of two Perzyna-type, yield surfaces and the need of splitting the total strain increments in four fractions. Model simulations, obtained with a multiaxial formulation, are presented and compared with laboratory test results.
Cite this item
Gajo, A., & Madaschi, A. (2019). A viscoelastic-viscoplastic, double yield surface constitutive model for fine-grained and organic soils. In H. Sigursteinsson, S. Erlingsson, S. Erlingsson, & B. Bessason (Editors), 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings. 17 European Conference on Soil Mechanics and Geotechnical Engineering, Reykjavik, Iceland, September 1, 2019. https://doi.org/10.32075/17ECSMGE-2019-0431
Click Copy to copy the citation, or select the text manually.
2-s2.0-85208507785
Università di Trento
École Polytechnique Fédérale de Lausanne
2019
9789935943613
REVIEWED
EPFL
| Event name | Event acronym | Event place | Event date |
Reykjavik, Iceland | 2019-09-01 - 2019-09-06 | ||