Underwater Shaking-Table Investigation of Complex Deep-Water Pile-Cap Foundation for Xihoumen Rail-cum-Road Bridge

Table 2

Test conditions.

Serial number	Loading wave	Water depth (m)	Acceleration peak (m·s^−2)	Excitation direction
1	Artificial wave 1/artificial wave 2	0	1.352	X/Y
2	Artificial wave 1	0.5	1.352	X
3	Artificial wave 1/artificial wave 2	1.0	1.352	X/Y