Table 3 Material models and parameters used in numerical simulation of Chutougou debris flow event.

From: Mechanisms of rainfall-induced landslides and interception dynamic response: a case study of the Ni changgou landslide in Shimian, China

Parameters

Value

Value

Topographic surface

Young’s modulus (GPa)

230

Poisson ratio

0.2

Density (kg/m3)

2800

Debris particles

Cohesion (kPa)

15

Poisson ratio

0.3

Density (kg/m3)

1900

Sliding friction coefficient

0.25

Initial porosity

0.5

Check dam

Density (kg/m3)

2500

Young’s modulus (GPa)

25

Poisson ratio

0.3

Shear modulus (MPa)

0