Table 1 Input parameters of the DEM cone penetration tests
From: Influence of low gravity on the penetration resistance of lunar regolith
Parameters | Value | Parameters | Value |
|---|---|---|---|
Damping ratio, ζ | 0.7 | Particle density, ρ (kg/m3) | 3.44 ×103 |
Void ratio, e | 0.06 | Particle normal stiffness, kn (N/m) | 7.5 ×107 |
Wall frictional coefficient, \(\mu\)w | 0 | Particle shear stiffness, ks (N/m) | 5.0 ×107 |
Particle frictional coefficient, \(\mu\)p | 0.76 | Particle-wall normal stiffness, kn (N/m) | 1.5 ×1010 |
Particle size, d (mm) | 0.17 | Particle-wall shear stiffness, ks (N/m) | 1.0 ×1010 |