@ ŒfÚŽGŽi˜ajF …HŠw˜_•¶W VolF 35Šª ”NF 1991”N •ÅF 543-548•Å ’˜ŽÒi˜ajF ŒKŒ´ ‹vŽÀC‹Êˆä ²ˆê ƒ^ƒCƒgƒ‹i˜ajF —LŒÀU•”g‚É‚æ‚éŠC’ê’n”Õ‚Ì“®“I‰ž“š“Á« ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF HYDRAULIC ENGINEERING ’˜ŽÒi‰pjF Hisami KUWAHARA, Saichi TAMAI ƒ^ƒCƒgƒ‹i‰pjF SEABED RESPONSE BY FINITE AMPLITUDE WAVE ´˜^i‰pjF
The stability of the seabed under wave pressure is an important problem in the design of pipelines, anchors and offshore gravity structures. Recently, many studies of wave-seabed interaction are reported. However, in most cases, such studies discusses on the seabed response to the sinusoidal pressure variation. The aim of the present paper is to study the effect of the finite amplitude wave pressure variation on the seabed response. The seabed response are analyzed by the finite difference method with the Biot's equation for the consolidation in the vertical, one dimensional model. The effects of the wave steepness, the relative depth, the amount of air and water, the permeability and the compressibility in the seabed response are investigated by various example. ƒL[ƒ[ƒhi‰pjF seabed, liquefaction, finite amplitude wave ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W