Add to ORKGIn this paper, a three-dimensional porous model for wave-seabedstructure interactions (PORO-WSSI-3D) will be developed by integrating 3D wave and seabed models. Unlike previous research, the Navier-Stokes equation is solved with internal wave generation for the flow model, while Biot's dynamic seabed behavior is considered in the seabed model. With the newly developed 3D model, the wave-seabed interactions around breakwater heads are used as numerical example. Numerical results demonstrate the capacity of the proposed numerical model. The parametric study illustrates the significant influence of wave and soil characteristics on the pore pressure in a porous seabed
In this paper, a poro-elastoplastic model (PORO-WSSI II) is proposed to prediction of wave-induced l...
Economic losses and property damage due to the failure of offshore structures are huge each year in ...
The evaluation of the wave-induced excess pore pressure around a buried pipeline is particularly imp...
In this paper, a three-dimensional porous model for wave-seabedstructure interactions (PORO-WSSI-3D)...
The phenomenon of the wave, seabed and structure interactions has attracted great attentions from co...
The evaluation of the wave-induced seabed response (including pore pressures and effective stresses)...
Some marine structures have been reported to be damaged by seabed instability. It has been well docu...
In this study, an integrated model (PORO-WSSI II) for wave-seabed-structure interactions (WSSI) is d...
In this study, a numerical model is developed to investigate the wave motion and seabed response aro...
Wave-induced pore pressure is one of the important factors in the analysis of foundation stability a...
The evaluation of the wave-induced pore pressure is one of key factors in the analysis of foundation...
In this study, based on the dynamic Biot's theory "u-p" approximation, a 3D finite element method (F...
In this study, an integrated numerical model FSSI-CAS 2D (previously known as POROWSSI 2D) is develo...
In this paper, a three-dimensional numerical model for wave-seabed interactions around a group of pi...
YesIn this study, a new three-dimensional (3-D) model was developed to provide better understanding ...
In this paper, a poro-elastoplastic model (PORO-WSSI II) is proposed to prediction of wave-induced l...
Economic losses and property damage due to the failure of offshore structures are huge each year in ...
The evaluation of the wave-induced excess pore pressure around a buried pipeline is particularly imp...
In this paper, a three-dimensional porous model for wave-seabedstructure interactions (PORO-WSSI-3D)...
The phenomenon of the wave, seabed and structure interactions has attracted great attentions from co...
The evaluation of the wave-induced seabed response (including pore pressures and effective stresses)...
Some marine structures have been reported to be damaged by seabed instability. It has been well docu...
In this study, an integrated model (PORO-WSSI II) for wave-seabed-structure interactions (WSSI) is d...
In this study, a numerical model is developed to investigate the wave motion and seabed response aro...
Wave-induced pore pressure is one of the important factors in the analysis of foundation stability a...
The evaluation of the wave-induced pore pressure is one of key factors in the analysis of foundation...
In this study, based on the dynamic Biot's theory "u-p" approximation, a 3D finite element method (F...
In this study, an integrated numerical model FSSI-CAS 2D (previously known as POROWSSI 2D) is develo...
In this paper, a three-dimensional numerical model for wave-seabed interactions around a group of pi...
YesIn this study, a new three-dimensional (3-D) model was developed to provide better understanding ...
In this paper, a poro-elastoplastic model (PORO-WSSI II) is proposed to prediction of wave-induced l...
Economic losses and property damage due to the failure of offshore structures are huge each year in ...
The evaluation of the wave-induced excess pore pressure around a buried pipeline is particularly imp...