Model Test and Numerical Analysis on the Deformation and Stability of a Landslide Subjected to Reservoir Filling

Table 3

Parameters related to the permeability of the landslide material.

Unit	Saturated permeability (m/s)	Saturated water content (m^3/m^3)	Residual volume water content (m^3/m^3)
Sliding mass		0.38	0.02
		0.43	0.03
		0.47	0.06
		0.50	0.13
Sliding zone	Same to the sliding mass	N/A	N/A
Bedrock		N/A	N/A