In this paper, the residual mechanism of the non-linear wave-induced pore water pressure accumulations in marine sediments is examined. Unlike previous investigations, the second-order Stokes wave theory is considered in this study. The new model is verified with experimental data and provides a better prediction of pore pressure accumulation than the previous solution with linear wave theory. The parametric study concludes that the influences of wave non-linearity becomes more significant as either wave steepness (H/L) or residual parameter (a) increases. However, an opposite trend is found for another residual parameter (ß)
Wave-induced pore pressure is one of the important factors in the analysis of foundation stability a...
In this paper, an analytical approximation for the evaluation of the pore pressure and effective str...
Waves are coexisting with currents in coastal zones; nevertheless, previous experimental studies for...
In this paper, the residual mechanism of the non-linear wave-induced pore water pressure accumulatio...
A better understanding of the wave-induced pore pressure accumulations (i.e., residual pore pressure...
The residual mechanism of wave-induced pore water pressure accumulation in marine sediments is re-ex...
The residual mechanism of wave-induced pore water pressure accumulation in marine sediments is re-ex...
Both transient and residual pore pressure responses are induced as ocean waves propagate over a silt...
Progressive waves may break while propagating towards shallow waters. Previous investigations on wav...
This manuscript presents a strain-based procedure to screen for wave-induced residual pore pressures...
While ocean waves propagating over a porous seabed, the amplitude of excess pore pressure would atte...
Abstract: In this paper, a three-dimensional poro-elastoplastic model for the short-crested wave-ind...
Due to the obvious nonlinear effect caused by the shallow waves, the nonlinear wave loads have a gre...
The phenomenon of wave-seabed interactions has attracted great attentions from marine geotechnical a...
International audienceIn practice, the bottom pressure caused by seawaves (as well as the inverse pr...
Wave-induced pore pressure is one of the important factors in the analysis of foundation stability a...
In this paper, an analytical approximation for the evaluation of the pore pressure and effective str...
Waves are coexisting with currents in coastal zones; nevertheless, previous experimental studies for...
In this paper, the residual mechanism of the non-linear wave-induced pore water pressure accumulatio...
A better understanding of the wave-induced pore pressure accumulations (i.e., residual pore pressure...
The residual mechanism of wave-induced pore water pressure accumulation in marine sediments is re-ex...
The residual mechanism of wave-induced pore water pressure accumulation in marine sediments is re-ex...
Both transient and residual pore pressure responses are induced as ocean waves propagate over a silt...
Progressive waves may break while propagating towards shallow waters. Previous investigations on wav...
This manuscript presents a strain-based procedure to screen for wave-induced residual pore pressures...
While ocean waves propagating over a porous seabed, the amplitude of excess pore pressure would atte...
Abstract: In this paper, a three-dimensional poro-elastoplastic model for the short-crested wave-ind...
Due to the obvious nonlinear effect caused by the shallow waves, the nonlinear wave loads have a gre...
The phenomenon of wave-seabed interactions has attracted great attentions from marine geotechnical a...
International audienceIn practice, the bottom pressure caused by seawaves (as well as the inverse pr...
Wave-induced pore pressure is one of the important factors in the analysis of foundation stability a...
In this paper, an analytical approximation for the evaluation of the pore pressure and effective str...
Waves are coexisting with currents in coastal zones; nevertheless, previous experimental studies for...