Numerical Study of Wave- and Current-Induced Oscillatory Seabed Response near a Fully Buried Subsea Pipeline

<div>Distribution of amplitude of fluid-induced pore pressure along the pipeline outer surface under various current velocities (<i>H</i> = 1 m, <i>T</i> = 8 s, and <i>d</i> = 7 m).</div>

Advances in Civil Engineering

fig11

Figure 11

Figure 11: Numerical Study of Wave- and Current-Induced Oscillatory Seabed Response near a Fully Buried Subsea Pipeline 