ASSESSMENT OF WAVE-INDUCED MOMENTARY SEABED LIQUEFACTION
نویسندگان
چکیده
Seepage force induced by ocean waves has been related to the liquefaction around submarine structure, and it shown cause significant sediment transport rapid burial of pipelines objects (Tsai et al., 2022). This study assesses impact momentary soil due pore pressure gradient near seabed generated in range oceanic coastal environment. The nonlinear wave solution stream function numerical approximation is applied cover wide condition evaluate contribution kinetic term energy equilibrium water waves, which appears at least third order analytical solution. dispersion relation for coupled wave-soil interaction discussed shed insight on effect response dissipation. present demonstrates mud line, triggered under trough trigger criterion wave-current
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ژورنال
عنوان ژورنال: Proceedings of ... Conference on Coastal Engineering
سال: 2023
ISSN: ['2156-1028', '0589-087X']
DOI: https://doi.org/10.9753/icce.v37.structures.47