... of wave obliquity on the wave-induced pore pressures and the resultant seabed liquefaction around the pipeline, which cannot be observed in 2-D numerical simulation. INTRODUCTION Nowadays, many offshore structures have been commonly constructed over the last few decades due to the growing engineering...

... meshfree model interaction wave-induced pore pressure ABSTRACT The investigation of the wave-induced soil response is extremely significant for sake of submarine pipelines. Unlike conventional approaches, in this paper, a meshfree model for the wave-seabed interactions around an offshore pipeline...

... of seabed liquefaction (Sumer and Fredsøe, 2002). Thus, an accurate evaluation of the wave-induced pore pressures is desired for engineers involved in the design of foundation of marine infrastructures (Jeng, 2013). Numerous theoretical studies for the wave-seabed interactions have been reported...

... variable shear modulus lizhong wang civil engineering effective stress coefficient jeng engineering upstream oil & gas wave-induced response wave-induced pore pressure displacement variable shear modulus dongzi pan college transient response pore pressure harmonic response Wave...

... the wave-induced pore pressure and stresses in marine sediment. The new boundary value problem was solved by the Legendre pseudo-spectral method numerically. Based on the new model, we investigate the effects of soil permeability, seabed bottom function on the pore pressures and vertical effective normal...