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Stress-strain response of sheared wheat granular stored in silos using triaxial compression tests

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Figure

Fig. 1. Scheme of the modified double wall tri-axial system.
Fig. 2. (a) Deviator stress versus the axial strain under pressure p = 200 kPa; and (b) Volumetric strains measured by soil sample (Method A) and inner cell (Method B).
Fig. 3. Samples used in this paper (a); size of wheat grain (b).
Fig. 6. Stress-strain response at 100 kPa: (a) stress-strain curve; (b) volumetric strain-strain curve.
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