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

<div>Variation of the wave-current-induced pore pressure over time at the surface of seabed and at the bottom of the pipeline (<i>H</i> = 1.0 m, <i>d</i> = 7 m, and <i>T</i> = 8 s): (a) at surface of seabed; (b) at bottom of pipeline.</div>

Advances in Civil Engineering

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Figure 9

Figure 9: Numerical Study of Wave- and Current-Induced Oscillatory Seabed Response near a Fully Buried Subsea Pipeline 