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Difference of the wave-induced soil response between dynamic and quasi-static solutions (2002)

Abstract

Marine geotechnical engineers have extensively studied the phenomenon of wave-seabed interaction problems in the last decades. Most previous investigations have focused on the quasi-static soil behavior, because of the complicated mathematic procedure associated with dynamic behaviors. However, the influence of dynamic soil behavior on the wave-induced seabed response cannot always be ignored under certain combination of wave and soil conditions. In this paper, an analytical solution for the wave-seabed interaction with dynamic soil response is derived. Numerical results demonstrate the significant effects of dynamic soil behavior on the wave-induced seabed response. The applicable range of the present solution will also be clarified.

Publication details

Download	http://hdl.handle.net/10072/9075
Publisher	http://www.isope.org/publications/publications.htm International Society of OffShore and Polar Engineering, Japan, http://www.isope.org/
Repository	ARROW Discovery Service (Australia)
Keywords	Engineering and Information Technology, 210000, Infrastructure Engineering and Management, Science & Technology
Type	conference paper, conference paper
Language	English
Relation	12th International Offshore and Polar Engineering Conference, Proceedings of the 12th International Offshore and Polar engineering Conference, 2002-05-26, 2002-05-31, Kitakyushu, Japan