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

Figure 12

Crack distribution of joint cross section under incident angle (30°, 30°). (a) t = 8 s, (b) t = 10 s, (c) t = 12 s, (d) t = 16 s, and (e) t = 20 s.

(a)

(b)

(c)

(d)

(e)