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- W2327881306 abstract "In conventional numerical models on wave-soil coupling problems, soil models are based on Biot's theory on the assumption of linear elasticity of soil. Hence, the evaluation of residual deformation of seabed and structure has been difficult in those models. In this study, an elasto-plastic soil model is proposed for coupling VOF model in order to analyze the residual deformation under wave action. The settlement of structure due to loss of bearing capacity of seabed in liquefaction state is expressed by the proposed model. In addition, it is found that soil is likely to come to plastic or failure condition due to the instability of slope under wave trough and the compressive wave action under wave crest in high rubble-mound cases by application of the model. Accordingly, the behavior of progressive settlement of the structure is analyzed." @default.
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- W2327881306 date "2009-01-01" @default.
- W2327881306 modified "2023-09-25" @default.
- W2327881306 title "Deformation Analysis for Seabed and Structure under Wave Action by VOF-Elasto-plastic FEM Model" @default.
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- W2327881306 doi "https://doi.org/10.2208/kaigan.65.871" @default.
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