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

Table 2

Peak displacement of piles under different working conditions (mm).

No.	0.1 g	0.2 g	0.4 g	0.62 g	1.0 g
Pile no. 1 (rock-socketed depth of 0.05 m)	14.59	29.05	60.08	90.66	98.28
Pile no. 2 (rock-socketed depth of 0.10 m)	13.73	27.22	56.8	85.27	92.43
Pile no. 3 (rock-socketed depth of 0.15 m)	11.36	22.41	46.41	70.49	76.11