Vibration Isolation Mechanism of Concrete Piles for Rayleigh Waves on Sand Foundations

Table 3

The schedule working conditions.

Test code	Pile quantity	L (cm)	H (cm)	D (cm)
T0	0	/	/	/
T1-33	1	30	30	/
T1-34		30	40	/
T1-35		30	50	/
T1-24		20	40	/
T1-44		40	40	/
T3-341	3	30	40	10
T3-342		30	40	20
T3-343		30	40	30
T3-333		30	30	30
T3-353		30	50	30
T3-243		20	40	30
T3-443		40	40	30
T2-341	2	30	40	10
T2-342		30	40	20
T2-343		30	40	30
T2-333		30	30	30
T2-353		30	50	30
T2-243		20	40	30
T2-443		40	40	30