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>Frequency contents of vibration displacement at track slab (D1) and roadbed (D2). (a) Track slab (D1, <i>f</i> = 5 Hz, 10 Hz, and 20 Hz). (b) Roadbed (D2, <i>f</i> = 5 Hz, 10 Hz, 20 Hz).</div>

Shock and Vibration

fig6

Figure 6

Figure 6: 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 6 | Experimental Analysis on Dynamic Response of X-Section Piled Raft Composite Foundation under Cyclic Axial Load for Ballastless Track in Soft Soil 