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Experiments and 3D DEM of Triaxial Compression Tests under Special Consideration of Particle Stiffness

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Figure

Table 1. Properties of soils used for triaxial compression tests.
Figure 2. Results of experimental triaxial test for a relative density D = 0.75. (a) Devia-toric stress vs axial strain for soil Material A1; (b) Deviatoric stress vs axial strain for soil Material E2; (c) Volumetric strain vs axial strain for soil Materia
Figure 3. Mobilized friction angle, (a) for soil material A1; (b) for soil material E2
Figure 4. Shear and normal contact model in particle flow code, Itasca (2008) [47].
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