Modelling the time-dependent behaviour of granular material with hypoplasticity
- Publication Type:
- Journal Article
- International Journal for Numerical and Analytical Methods in Geomechanics, 2018, 42, (12), pp. 1331-1345
- Issue Date:
|Num Anal Meth Geomechanics - 2018 - Ronaldo - Modelling the time‐dependent behaviour of granular material with.pdf||Published version||2.39 MB|
Copyright Clearance Process
- Recently Added
- In Progress
- Closed Access
This item is closed access and not available.
This paper presents a constitutive model for time-dependent behaviour of granular material. The model consists of 2 parts representing the inviscid and viscous behaviour of granular materials. The inviscid part is a rate-independent hypoplastic constitutive model. The viscous part is represented by a rheological model, which contains a high-order term denoting the strain acceleration. The proposed model is validated by simulating some element tests on granular soils. Our model is able to model not only the non-isotach behaviour but also the 3 creep stages, namely, primary, secondary, and tertiary creep, in a unified way.
Please use this identifier to cite or link to this item: