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