Research on Deep-Site Failure Mechanism of High-Steep Slope under Active Fault Creeping Dislocation

Table 1

Soil parameters of the deep site.

Soil	Density (kg·m^−3)	Elastic modulus (MPa)	Poisson ratio	Internal friction angle (°)	Cohesion (kPa)
Round gravel soil	2100	47	0.25	40.8	4
Silty clay	2010	13.6	0.33	18	21
Mudstone	2470	2500	0.25	—	—