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

Table 1

Physical and mechanical properties of the test material.

Material	r (kN/m^3)	Es (MPa)	μ	Cohesion c (kPa)	Internal friction angle (°)
Sliding body	19	20	0.30	8	12
Sliding surface	18.8	20	0.30	10	8
Sliding bed	21	35	0.25	15	14
C40	24.4	3.25E4	0.2	Elastic material