Dynamic Analysis of Deep Water Highway Tunnel under Ocean Current

Figure 4

Steady circumferential pressure distribution at different velocities: (a) 0.5 m/s; (b) 1 m/s; (c) 2 m/s; (d) 3 m/s; (e) 4 m/s.

(a)

(b)

(c)

(d)

(e)