Research Article
Combined Influence of Particle Shape and Fabric on the Shear Behaviour of Granular Materials
Table 2
Parameters adopted in modelling of sample I as baseline values.
| Unit | Parameter | Value |
| Particles | Number | 918 | Specific gravity (N/m3) | 2650 | Particle size range (mm) | 0.6ā2 | Normal stiffness, kn (MPa) | 20 | Shear stiffness, ks (MPa) | 10 | Basic friction | 0.5 |
| Walls | Normal stiffness, kn (MPa) | 2000 | Shear stiffness, ks (MPa) | 0 | Friction | 0 |
| Initial situation | Porosity, e0 | 0.4 | Density, Ļ0 (g/cm3) | 1.89 |
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