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Oscillatory pore pressure and liquefaction in seabed induced by ocean waves

Kouki Zen, +1 more
- 15 Dec 1990 - 
- Vol. 30, Iss: 4, pp 147-161
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TLDR
In this article, the oscillatory pore pressure excited in porous seabed by ocean waves is theoretically and experimentally examined in the context of wave-induced liquefaction.
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This article is published in Soils and Foundations.The article was published on 1990-12-15 and is currently open access. It has received 99 citations till now. The article focuses on the topics: Liquefaction & Seabed.

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Citations
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Journal ArticleDOI

Mechanism of wave-induced liquefaction and densification in seabed

TL;DR: In this article, a concept of the oscillatory excess pore pressure has been introduced and verified by model experiments using a newly developed apparatus, and the following main conclusions are drawn from the study; 1) The oscillatory exore pressure is excited in the seabed where the wave-associated bottom pressure is propagated into the seafloor with some damping and phase lag.
Book

Porous Models for Wave-seabed Interactions

TL;DR: In this article, a dynamic analysis for wave-induced seabed interactions is presented, showing that wave-driven seepage flux in Marine Sediments increases with the number of waves.
Journal ArticleDOI

An integrated model for the wave-induced seabed response around marine structures: Model verifications and applications

TL;DR: In this paper, an integrated model (PORO-WSSI II) for wave-seabed-structure interactions is developed by combining (i) the Volume-Averaged Reynolds-AVERaged Navier-Stokes (VARANS) equations for wave motions in a fluid domain and the porous media flows in porous structures, and (ii) the dynamic Biot's equations for a porous elastic seabed.
Journal ArticleDOI

Physics of Liquefaction Phenomena around Marine Structures

TL;DR: A survey of typical cases is presented and the relevant phenomena are discussed in this article, where a limited number of these phenomena is relevant and needs to be modeled, and the relationship between the different papers is discovered.
Journal ArticleDOI

Wave-induced liquefaction potential in a porous seabed in front of a breakwater

TL;DR: In this article, the potential of liquefaction under the action of such a wave system is evaluated for the regions in the seabed fronting a breakwater, including reflection coefficient, relative water depth, degree of soil saturation and soil permeability.
References
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Journal ArticleDOI

Wave-induced pore pressures and effective stresses in a porous bed

O. S. Madsen
- 01 Dec 1978 - 
TL;DR: In this article, a general theory for the pore pressures and effective stresses induced in a porous bed by ocean waves is developed, where pore fluid as well as the soil skeleton are considered compressible.
Journal ArticleDOI

Wave-induced stresses in unsaturated submarine sediments

S. Okusa
- 01 Dec 1985 - 
TL;DR: In this paper, a simple method to solve the problem of pore pres-sure and effective stresses induced by harmonic waves in a poroelastic sediment is presented by using Biot's equation and a compatibility condition for elasticity.
Journal ArticleDOI

Mechanism of wave-induced liquefaction and densification in seabed

TL;DR: In this article, a concept of the oscillatory excess pore pressure has been introduced and verified by model experiments using a newly developed apparatus, and the following main conclusions are drawn from the study; 1) The oscillatory exore pressure is excited in the seabed where the wave-associated bottom pressure is propagated into the seafloor with some damping and phase lag.
Journal ArticleDOI

Wave-Induced Pressures in Beds of Sand

TL;DR: In this paper, the applicability of traditional porous-media analytical methods to wave-induced flow in beds of sand has been verified experimentally, and the agreement between theory and experiment is found to be quite good.
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