Table 4 Parameters and relevant data adopted in the simulation.

From: Study on the formation mechanisms and stability of a gently inclined and shallow accumulative landslide

Material

natural density/g/cm3

cohesive force

c (kPa)

internal friction angle

\(\,{\raise0.5ex\hbox{$\scriptstyle \varphi $} \kern-0.1em/\kern-0.15em \lower0.25ex\hbox{$\scriptstyle {\left( ^\circ \right)}$}}\)

saturated volumetric

water content(m3/s3)

residual volumetric

water content(m3/s3)

Saturation permeability

Coefficient (m/s)

Slippery soil

2.017

28

17

0.48

0.1

3.66 × 10− 5

Bedrock

SEEP/w

SLOP/w

   

6.94 × 10− 9

  

nonskid

surface