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

Table 2

Axial force and peak displacement of anchor piles under different working conditions.

Working conditions	Peak acceleration (g)	No. 1		No. 2		No. 3
		Axial force (N)	Peak displacement (mm)	Axial force (N)	Peak displacement (mm)	Axial force (N)	Peak displacement (mm)
1	0.1	51.73	14.42	40.33	14.61	31.41	15.03
2	0.2	67.43	28.45	53.27	28.69	42.18	29.22
3	0.4	129.01	59.09	114.23	59.79	100.99	60.78
4	0.62	261.41	89.16	224.15	89.75	204.75	91.29
5	1	571.15	97.09	464.01	97.38	384.88	98.99