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Table 1 The parameters used in the propagation simulation of the landslide near Aso Bridge

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