Numerical study of the stability of breakwater built on a sloped porous seabed under tsunami loading

DOI10.1016/J.APM.2013.05.006zbMath1449.86003OpenAlexW2059636424MaRDI QIDQ1792284

Ye Jianhong, Zhu Changqi, Wang Ren, Jeng Dongsheng

Publication date: 11 October 2018

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2013.05.006

zbMATH Keywords

shear failureearthquakeliquefactionporous seabedtsunamibreakwaterJapanese 311 earthquake

Mathematics Subject Classification ID

Water waves, gravity waves; dispersion and scattering, nonlinear interaction (76B15) Finite difference methods applied to problems in fluid mechanics (76M20) Soil and rock mechanics (74L10) Solitary waves for incompressible inviscid fluids (76B25) Seismology (including tsunami modeling), earthquakes (86A15)

Related Items (1)

GeoMFree \(^{\operatorname{3D}}\): a package of meshfree local radial point interpolation method (RPIM) for geomechanics

Cites Work

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• Instability and breaking of a solitary wave
• A numerical study of breaking waves in the surf zone
• Wave‐induced soil response in an unsaturated anisotropic seabed of finite thickness
• Non-breaking and breaking solitary wave run-up
• Boundary element analysis of nonlinear water wave problems

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