... bucket foundation of offshore wind turbine under wave action is very important for the development of offshore wind power technology (Zhang et al., 2016). Under the action of wave, the seabed liquefaction occurs due to periodic changes in pore water pressure and effective stress in the seabed...

... potential elasto-plastic seabed foundation permeable breakwater asset and portfolio management integrated asset modeling water profile seabed foundation foundation effective stress reservoir simulation Integrated Model for Fluid-soil Interactions around Submerged Breakwaters on a Poro...

... pressure. When the pore pressure extreme growth, the effective stress will decrease, which will lead to instability of the soil as the consequence of the horizontal or vertical movement of the soil particles, resulting in instability of the soil (Sumer, 2014). Therefore, determining pore-water pressures...

... 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...

... on the present model, we will investigate the difference between the existing uncoupled model and the present coupled model in the prediction of the wave-induced liquefaction. wave-induced liquefaction engineering effective stress residual pore pressure pore pressure liquefaction displacement...

... methods, the transient and steady solutions for the waveinduced pore water pressure, effective stresses and displacements are analytically derived in this study. The numerical results indicate that the inclusion of a variable shear modulus significantly improves the predictions of seabed responses...

... be formulated. Effective stress exponent, ηο is not fixed value for all materials as reported but strong dependence of temperature and microstructure ηο value represents the stability of a material at the elevated temperature and no value is expected to be a criterion of stability of material in the other...