In this study, an integrated model (PORO-WSSI II) for wave-seabed-structure interactions (WSSI) is developed by combining (i) the Volume-Averaged Reynolds-Averaged Navier-Stokes (VARANS) equations for wave motions in a fluid domain and the porous media flows in porous structures, and (ii) the dynamic Blot's equations for a porous elastic seabed. The effects of the porous flow in seabed and marine structures, and the fluid exchange at the interface between the fluid domain and solid domain on wave characteristics are considered. The finite difference two-step projection method and the forward time difference method are adopted to solve the VARANS equations. The volume of fluid (VOF) method is applied to track water free-surface. The finite e...
In this paper, a numerical model is developed to study the dynamic response of a porous seabed to co...
The phenomenon of wave-seabed-structure interactions have occurred in the marine environment with a ...
The evaluation of the wave-induced seabed response (including pore pressures and effective stresses)...
In this study, an integrated model (PORO-WSSI II) for wave-seabed-structure interactions (WSSI) is d...
The phenomenon of the wave, seabed and structure interactions has attracted great attentions from co...
In this study, an integrated numerical model FSSI-CAS 2D (previously known as POROWSSI 2D) is develo...
In this paper, an integrated numerical model is developed to investigate wave-seabed interactions ar...
In this paper, a three-dimensional porous model for wave-seabedstructure interactions (PORO-WSSI-3D)...
An integrated model is developed for the investigation of wave motion and seabed response around mul...
AbstractThe wave–seabed interaction issue is of great importance for the design of foundation around...
The wave–seabed interaction issue is of great importance for the design of foundation around marine ...
In this study, a numerical model is developed to investigate the wave motion and seabed response aro...
The evaluation of the seabed response, including pore pressure, effective stresses and shear stresse...
This paper presents an integrated model for the wave(current)-induced seabed response. The Reynolds-...
Economic losses and property damage due to the failure of offshore structures are huge each year in ...
In this paper, a numerical model is developed to study the dynamic response of a porous seabed to co...
The phenomenon of wave-seabed-structure interactions have occurred in the marine environment with a ...
The evaluation of the wave-induced seabed response (including pore pressures and effective stresses)...
In this study, an integrated model (PORO-WSSI II) for wave-seabed-structure interactions (WSSI) is d...
The phenomenon of the wave, seabed and structure interactions has attracted great attentions from co...
In this study, an integrated numerical model FSSI-CAS 2D (previously known as POROWSSI 2D) is develo...
In this paper, an integrated numerical model is developed to investigate wave-seabed interactions ar...
In this paper, a three-dimensional porous model for wave-seabedstructure interactions (PORO-WSSI-3D)...
An integrated model is developed for the investigation of wave motion and seabed response around mul...
AbstractThe wave–seabed interaction issue is of great importance for the design of foundation around...
The wave–seabed interaction issue is of great importance for the design of foundation around marine ...
In this study, a numerical model is developed to investigate the wave motion and seabed response aro...
The evaluation of the seabed response, including pore pressure, effective stresses and shear stresse...
This paper presents an integrated model for the wave(current)-induced seabed response. The Reynolds-...
Economic losses and property damage due to the failure of offshore structures are huge each year in ...
In this paper, a numerical model is developed to study the dynamic response of a porous seabed to co...
The phenomenon of wave-seabed-structure interactions have occurred in the marine environment with a ...
The evaluation of the wave-induced seabed response (including pore pressures and effective stresses)...