Mathematical Problems in Engineering / 2015 / Article / Fig 8

Research Article

Numerical Study on Effects of the Embedded Monopile Foundation on Local Wave-Induced Porous Seabed Response

Figure 8

Distributions of the maximum vertical effective normal soil stress at middle - section with the embedded depth  m (a),  m (b), and its relative change (c) due to the embedded monopile foundation ( m,  s, , and  m/s).

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