A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Numerical simulation of the nonlinear wave-induced dynamic response of anisotropic poro-elastoplastic seabed
In this paper, a 2D poro-elastoplastic model for wave-induced dynamic response in an anisotropic seabed is derived analytically. The seabed is treated as a porous medium and characterized by Biot’s consolidation equations. The soil plasticity and wave non-linearity are included in the model and both the pore fluid and the soil skeleton are assumed to be compressible. The nonlinear ocean waves are respectively considered as progressive and standing waves. The previous experimental data is used to validate the proposed model. Numerical results demonstrate that the influence of nonlinear wave components should not be ignored without committing substantial error. A significant difference between progressive and standing waves is also observed for the development of residual pore pressure, as well as the distribution of liquefied zone. A detailed parametric investigation reveals that the nonlinear wave-induced seabed response is also affected significantly by cross-anisotropic soil parameters.
Numerical simulation of the nonlinear wave-induced dynamic response of anisotropic poro-elastoplastic seabed
In this paper, a 2D poro-elastoplastic model for wave-induced dynamic response in an anisotropic seabed is derived analytically. The seabed is treated as a porous medium and characterized by Biot’s consolidation equations. The soil plasticity and wave non-linearity are included in the model and both the pore fluid and the soil skeleton are assumed to be compressible. The nonlinear ocean waves are respectively considered as progressive and standing waves. The previous experimental data is used to validate the proposed model. Numerical results demonstrate that the influence of nonlinear wave components should not be ignored without committing substantial error. A significant difference between progressive and standing waves is also observed for the development of residual pore pressure, as well as the distribution of liquefied zone. A detailed parametric investigation reveals that the nonlinear wave-induced seabed response is also affected significantly by cross-anisotropic soil parameters.
Numerical simulation of the nonlinear wave-induced dynamic response of anisotropic poro-elastoplastic seabed
Chen, Wei-Yun (author) / Chen, Guo-Xing (author) / Chen, Wei (author) / Liao, Chen-Cong (author) / Gao, Hong-Mei (author)
Marine Georesources & Geotechnology ; 37 ; 924-935
2019-09-14
12 pages
Article (Journal)
Electronic Resource
English
Numerical testing on wave-induced seabed liquefaction with a poro-elastoplastic model
| British Library Online Contents | 2018
Wave-induced progressive liquefaction in a poro-elastoplastic seabed: A two-layered model
| British Library Online Contents | 2009
Wave-Induced Seabed Response Around a Pipe Laid on a Poro-Elastic Seabed
| Online Contents | 1999