Research Article
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 |
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