From: SPH-based numerical modeling for the post-failure behavior of the landslides triggered by the 2016 Kumamoto earthquake
Density
ρ (kg/m3)
1975
Yield strength
τ y (kPa)
20
Viscosity coefficient
η (Pa · s)
100
Acceleration of gravity
g (m/s2)
9.8
Unit time step
⊿t (s)
2.0 × 10−4
Time step
n
4.0 × 105