Sinking of irregular shape blocks into marine seabed under wave-induced liquefaction-Reference-Cited by-同舟云学术

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Sinking of irregular shape blocks into marine seabed under wave-induced liquefaction

Published:2013-05 Issue: Volume:75 Page:40-51
ISSN:0378-3839
Container-title:Coastal Engineering
language:en
Short-container-title:Coastal Engineering

Author:

Kirca V.S. Ozgur

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference42 articles.

1. Large diameter underwater pipeline for nuclear plant designed against soil liquefaction;Christian,1974

2. Laboratory and Field Investigation of Sediment Interaction;Clukey,1983

3. Sea floor dynamics;Foda,1995

4. Resonant fluidization of silty soil by water waves;Foda;Journal of Geophysical Research,1994

5. Mechanics of Coastal Sediment Transport;Fredsøe,1992

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1. Liquefaction Around Marine Structures: Development of a Numerical Modelling Framework in OpenFOAM®;INT J OFFSHORE POLAR;2024

2. Effect of particle composition and consolidation degree on the wave-induced liquefaction of soil beds;Acta Oceanologica Sinica;2024-02

3. The liquefaction pressure characteristics of silty soil in the Chengdao area: Numerical simulations;Ocean Engineering;2023-08

4. Fluid characteristics of wave-induced liquefied silty seabed and the resulting wave attenuation;Ocean Engineering;2023-07

5. Pore-water pressure response of a silty seabed to random wave action: Importance of low-frequency waves;Coastal Engineering;2022-12

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