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

Table 3

The axial strain peaks and peak displacement of anchor pile under different working conditions.

Working conditions (g)	No. 1 (rock-socketed depth of 0.05 m)	No. 2 (rock-socketed depth of 0.1 m)	No. 3 (rock-socketed depth of 0.15 m)
0.10	2.1	1.7	1.4
0.20	2.3	1.9	1.5
0.40	3.9	3.3	2.6
0.62	6.4	4.7	3.4
1.00	11.1	8.4	4.9