Hydrological Behavior of an Infiltration-Induced Landslide in Colorado, USA

Table 1

Material properties of soil layers.

Material	Hydrological properties					Strength properties		Unit weight (kN/m^3)
	Residual moist. cont.	Saturated moist. cont.	Van Genuchten parameters		Sat. Hyd. conductivity (m/day)	Effective cohesion (kPa)	Effective friction angle (deg)
			(m^-1)
Pavement						0	32	25
Bedrock	0.06	0.34	1.374	1.72	0.001	95	34	23
Decomposed gneiss	0.065	0.41	7.5	1.89	1.06	1	23	21
Highly fract. gneiss	0.06	0.34	1.374	1.72	40	1	35	22
Colluvium	0.08	0.33	2.35	2.12	6	0	34	20
Tunnel fill	0.08	0.33	2.35	2.12	0.5	0	30	21

Parameter obtained through numerical model calibration.