Abstract
The macroscopic behaviour of soil is influenced by its microscopic characteristics. Elementary considerations on friction and grain interlocking lead first to the formulation of an elastic plastic model with isotropic hardening or softening. Micromechanical considerations suggest also that the flow rule should be non-associative. As a consequence, unstable specimen responses, such as static liquefaction and shear banding are possible, even in the hardening regime. In order to model the behaviour in complex tests, an extended model taking induced anisotropy into account is formulated next. Further, we shall show how the time needed for rearranging the internal structure under loading influences the overall response of a specimen. The introduction of a time and a length scale in the macroscopic constitutive model will also help in regularising the numerical response in initial boundary value problems. Finally some features related to the description of soil behaviour at small strains and in unloading-reloading will be briefly discussed.
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Nova, R. (2002). Modeling of Soil Behaviour: from Micro-Mechanical Analysis to Macroscopic Description. In: Capriz, G., Ghionna, V.N., Giovine, P. (eds) Modeling and Mechanics of Granular and Porous Materials. Modeling and Simulation in Science, Engineering and Technology. Birkhäuser, Boston, MA. https://doi.org/10.1007/978-1-4612-0079-6_4
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