Journal article
A Pressure and Density Dependent Dilatancy Model for Granular Materials.
Abstract
This paper outlines a mathematical description of the stress dilatancy behaviour of granular materials which accounts for stress level and void ratio dependencies. The consideration of these aspects has important implications in the modelling of granular material behaviour. In fact, granular material mechanical response is largely dominated by the evolution of dilatancy, fabric and void ratio histories. The starting point in this study is the …
Authors
WAN RG; GUO PJ
Journal
SOILS AND FOUNDATIONS, Vol. 39, No. 6, pp. 1–11
Publisher
The Japanese Geotechnical Society
Publication Date
1999
ISSN
1341-7452