Research Article
[Retracted] 3D Finite Element Analysis of Seismic Response of Rigid Pile Composite Foundation with Microprobe Group
Table 1
The loading conditions of this test.
| Type of input seismic wave | Peak acceleration (g) | Test site |
| Taft wave | 0.2 | Saturated sand | Taft wave | 0.4 | Saturated sand | Taft wave | 0.6 | Saturated sand |
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