Three-Dimensional Nonlinear Seismic Response of Immersed Tunnel in Horizontally Layered Site under Obliquely Incident SV Waves

Table 1

Soil layer parameters.

Category	Thickness (m)	Density (kg·m^−3)	Poisson’s ratio	S wave velocity (m·s^−1)	P wave velocity (m·s^−1)
Soil layer 1	40	2000	0.3	200	374.1657
Soil layer 2	40	2100	0.3	400	748.3315
Soil layer 3	40	2200	0.3	800	1496.663