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

Table 2

Test results of SLT.

Step	T (min)	Q (kN)	S (mm)
0 (initial)	0	0	0
1	120	2000	0.05
2	240	4000	0.13
3	360	6000	0.29
4	510	8000	0.44
5	630	10000	0.6
6	750	12000	0.77
7	870	14000	0.95
8	990	16000	1.14
9	1110	18000	1.35
10	1260	20000	1.57
11	1380	22000	1.79
12	1500	24000	2.02
13	1620	26000	2.27
14 (unloading)	1680	0	0.19