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

<div>Dynamic response of the pipeline during the wave trough: (a) deformation profile of pipeline (magnified by 1000 times); (b) the distribution of stress of pipeline (<i>H</i> = 1.0 m, <i>T</i> = 8 s, <i>d</i> = 7 m, and <i>U</i> = 0.4 m/s).</div>

Advances in Civil Engineering

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Figure 8

Figure 8: Numerical Study of Wave- and Current-Induced Oscillatory Seabed Response near a Fully Buried Subsea Pipeline 