... the wave-induced shear stress has less impact on seabed instability compared to that caused by the previous two mechanism above. This study only focuses on the wave-induced seabed liquefaction incorporating both instantaneous mechanism. numerical model experiment jeng wave-induced pore pressure...

... integrated model for wave-induced soil response propagating over a pipeline fully buried in a trench layer. Jeng and Cheng (2000) developed a two-dimensional finite di_erence model in a curvilinear coordinate system to examine the wave-induced pore pressures and stresses around a pipeline. The numerical...

... intelligence interaction effective stress shear stress sumer equation seabed foundation reservoir geomechanics pore pressure wave height reservoir characterization jeng pore pressure accumulation residual pore pressure mechanism breakwater upstream oil & gas engineering foundation rubble...

...), dynamic model, poro-elastoplastic model and so on. Some of the surveys were contributed by Foda (1995) and Jeng (2003). But there are few studies on the transient responses of seabed due to wave. Shear modulus of the soil is one of important parameters which significantly affect the wave-induced seabed...