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Wave and current induced seabed response around a submarine pipeline in an anisotropic seabed
Ocean Engineering, 2014A better understanding of the phenomenon of wave–seabed-structure interactions is essential for the evaluation of the liquefaction of seabed foundation under dynamic loading in the ocean environments. However, only a few investigations have been conducted for the cross-anisotropic seabed under wave pressure and marine structures, despite the fact that ...
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Wave-induced response of seabed: Various formulations and their applicability
Applied Ocean Research, 2009In this study, a set of generalized analytical solutions are developed for the wave-induced response of a saturated porous seabed under plane strain condition. When considering the water waves originating in deep water and travelling towards the shore, their velocities, lengths and heights vary.
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Abstract Seabed sediments are inherently heterogeneous and present different fabric patterns including rotated anisotropy. This work aims to investigate the effects of rotated anisotropy in seabed properties on the hydromechanical responses of seabed and pipelines.
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A semi‐analytical method for the wave‐induced seabed response
International Journal for Numerical and Analytical Methods in Geomechanics, 1994AbstractA general semi‐analytical method is presented for the analysis of seabed response under wave action during a storm. The seabed is idealized as a poro‐elastic medium filled with a single compressible fluid with anisotropic flow. The coupled process of fluid flow and deformation of soil skeleton is formulated in the framework of Biot's theory.The
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Wave-Induced Seabed Response Around a Pipe Laid on a Poro-Elastic Seabed
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An analytical solution for wave-induced seabed response in a multi-layered poro-elastic seabed
Ocean Engineering, 2011Abstract In this study, a new analytical solution for the wave-induced seabed response in a multi-layered poro-elastic seabed is developed. The seabed is treated as a multi-layered porous medium and characterized by Biot’s theory. The displacements of the solid skeleton and the pore pressure are expressed in terms of two scalar potentials and one ...
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