期刊
OCEAN ENGINEERING
卷 27, 期 2, 页码 127-146出版社
PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/S0029-8018(98)00046-8
关键词
pipeline; seabed response; seabed instability; pore-elastic seabed
The subject of the wave-seabed-structure interaction is important for civil engineers regarding stability analysis of foundations for offshore installations. Most previous investigations have been concerned with such a problem in the vicinity of a simple structure such as a vertical wall. For more complicated structures such as a pipeline, the phenomenon of the wave-seabed-structure has not been fully understood. This paper proposes a finite-difference model in a curvilinear coordinate system to investigate the wave-induced seabed response in a porous seabed around a pipeline. Based on the present numerical model, mechanism of the wave-induced soil response is examined. Employing Mohr-Coulomb failure criterion, the wave-induced seabed instability is also estimated. The numerical results indicate the importance of the effect of pipeline on the seabed response. (C) 1999 Elsevier Science Ltd. All rights reserved.
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