Behavior of Hostun sand for small stresses AbstractTraxial tests on loose and dense Hostun RF sand were carried out for confining pressures ranging between 20 and 100 kPa. Stress-strain curves are presented for drained, undrained and proportionnal strain path tests. They can be used as a tool to identify the constants of constitutive models, and test them on non-conventionnal paths. A one-test determination of the failure curve is also presented, which shows that the internal angle of friction is very much pressure-dependent in the low stress range. The variations of the angle of friction as a function of confining pressure and mean stress at failure are compared to usual correlations and results found in the literature for others sands. The variations of dilatancy angle and deformation modulus with confining pressure are also presented. These results show that constants of constitutive models should be identified, and models tested, for the range of stress in which models are to be used.
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