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contributor authorZhang, J.
contributor authorZhang, Y.
contributor authorZhang, C.
contributor authorJeng, D.
date accessioned2017-05-09T01:01:56Z
date available2017-05-09T01:01:56Z
date issued2013
identifier issn0892-7219
identifier otheromae_135_3_031102.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/152924
description abstractIn this paper, a numerical model is developed to study the dynamic response of a porous seabed to combined wavecurrent loadings. While the Reynoldsaveraged Navier–Stokes equations with kخµ turbulence closure scheme and internal wavemaker function are solved for the phenomenon of wavecurrent interaction, Biot's poroelastic “upâ€‌ model is adopted for the seabed response. After validated by the laboratory measurements, this model is applied for the investigation of the effects of waves and currents on the wavecurrent induced pore pressures. Furthermore, the effects of currents on maximum liquefaction depths of a porous seabed is examined, and it is concluded that the opposite currents will increase the liquefaction depth up to 30% of that without currents.
publisherThe American Society of Mechanical Engineers (ASME)
titleNumerical Modeling of Seabed Response to Combined Wave Current Loading
typeJournal Paper
journal volume135
journal issue3
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.4023203
journal fristpage31102
journal lastpage31102
identifier eissn1528-896X
treeJournal of Offshore Mechanics and Arctic Engineering:;2013:;volume( 135 ):;issue: 003
contenttypeFulltext


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