Influence of Ground Motion Parameters on the Seismic Response of an Anchored Rock Slope

Table 1

Physicomechanical parameters of rock masses.

Layer	Density (kg·m^−3)	Shear modulus (GPa)	Bulk modulus (GPa)	Internal friction angle (deg)	Cohesion (MPa)	Tensile strength (MPa)
1	2300	1.65	3.04	32	0.03	0.01
2	2600	10.71	7.38	47	1.00	1.60