Experimental Analysis on Dynamic Response of <i>X</i>-Section Piled Raft Composite Foundation under Cyclic Axial Load for Ballastless Track in Soft Soil

<div>Time histories of vibration velocity at embankment, cushion, and subsoil for three cyclic loading frequencies. (a) <i>f</i> = 5 Hz. (b) <i>f</i> = 10 Hz. (c) <i>f</i> = 20 Hz.</div>

Shock and Vibration

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Figure 9

Figure 9: Experimental Analysis on Dynamic Response of <i>X</i>-Section Piled Raft Composite Foundation under Cyclic Axial Load for Ballastless Track in Soft Soil 

Figure 9 | Experimental Analysis on Dynamic Response of X-Section Piled Raft Composite Foundation under Cyclic Axial Load for Ballastless Track in Soft Soil 