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

<div>Distribution of the wave-current-induced liquefaction near the pipeline during the wave trough (<i>H</i> = 1 m, <i>T</i> = 8 s, d = 7 m, and U = 0.4 m/s): (a) the conode model; (b) the nonlinear contact model.</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Numerical Study of Wave- and Current-Induced Oscillatory Seabed Response near a Fully Buried Subsea Pipeline 