Experimental Investigation of the Influence of the Anchor Cable Inclination Angle on the Seismic Response Characteristics of Anchored Piles

Table 1

Physical and mechanical parameters of the test material.

Material				Cohesion c	Internal friction angle
	kN/m^3	MPa		kPa	°
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		0.2	Elastic material