Physics – Condensed Matter – Soft Condensed Matter
Scientific paper
2005-07-04
Poudres & Grains 11, 49-57, (2000), ISSN 1257-3957
Physics
Condensed Matter
Soft Condensed Matter
9 pages + 1 page, 2 Figures
Scientific paper
It has been proposed recently a new incremental modelling to describe the mechanics of soil. It is based on two parameters called the pseudo Young modulus E=1/Co and the pseudo Poisson coefficient n, which both evolve during compression. Evolution of n is known since it shall fit the Rowe's law of dilatancy, but Co has to be evaluated from experiment. In this paper we proposed a way to evaluate the Co variation from other mechanical modelling. The way cyclic behaviour of drained sample can be modelled is also described.
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