[Retracted] 3D Finite Element Analysis of Seismic Response of Rigid Pile Composite Foundation with Microprobe Group

Figure 5

Comparison of acceleration-time curve and Fourier spectrum test value and simulation value at the bottom of 2^# pile: (a) under the action of seismic wave of 0.2 g Taft, (b) under the action of seismic wave of 0.4 g Taft, and (c) under the action of seismic wave of 0.6 g Taft.

(a)

(b)

(c)