A Full-Scale Experimental Study of the Vertical Dynamic and Static Behavior of the Pier-Cap-Pile System

Table 3

K_d/K_s of the cap-pile system or single pile at different frequencies.

Tested cap-pile system or single pile		Averaged Kd between 10 and 30 Hz (N/m)	Ks (N/m)	Averaged Kd/Ks
Cap-pile system	Tested in the study	1.93 × 10^10	1.11 × 10^10	1.74
	Pile #1 tested in [19]	3.66 × 10^8	1.41 × 10^8	2.60
	Pile #2 tested in [19]	3.49 × 10^8	1.61 × 10^8	2.17
Single pile	Pile #1 tested in [24]	2.74 × 10^9	1.25 × 10^9	2.19
	Pile #2 tested in [24]	1.97 × 10^9	9.90 × 10^9	1.99