Study on the Spatially Variable Saturated Hydraulic Conductivity and Deformation Behavior of Accumulation Reservoir Landslide Based on Surface Nuclear Magnetic Resonance Survey

Table 3

Parameters of the calculation model.

Component	γ (kN/m^3)	Ks (cm/s)	C (kPa)	ϕ (°)	E (Pa)	υ
Slide mass	20.7	—	18.62	17	7.90 × 10^7	0.31
Slide zone	20	3.37 × 10^−6	26.1	15.5	1.22 × 10^7	0.33
Bedrock	24.8	1.21 × 10^−8	228	34.2	6.81 × 10^9	0.26