Abstract

In this chapter, a series of analytical solutions for the wave-induced full dynamic seabed response was presented. Unlike previous chapters, the accelerations of pore fluid and solid particles were considered in the new models. Based on the new solutions, a parametristic study was performed to examine the influences of wave and seabed characteristics on the wave-induced seabed response. Finally, the applicable range of full dynamic, u–p and quasi-static models was clarified with a simple formula.

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