Investigating the Effect of the Rock-Socketed Depth of the Hinged Cable-Anchored Pile on the Earthquake Response Characteristics of Supporting Structures

Table 4

Physical and mechanical parameters of the studied materials.

Materials	r (kN/m^3)	Es (MPa) (E)	μ	Notes
Retaining plate	22	1.23	0.35	Elastic material
Anti-slide pile	23	3.03	0.30
Anchor rod	78	2.04	0.20