TY  - JOUR
T1  - Applied the Mathematica to Calculate the Solution for Response of Poroelastic Seabed under Ocean Waves
AU - , Tsung-Lin AU - , Lee 
JO  - Asian Journal of Information Technology
VL  - 4
IS  - 7
SP  - 704
EP  - 710
PY  - 2005
DA  - 2001/08/19
SN  - 1682-3915
DO  - ajit.2005.704.710
UR  - https://makhillpublications.co/view-article.php?doi=ajit.2005.704.710
KW  - Mathematica
KW  -poro-elastic seabed
KW  -wave
AB  - In the past few decades, considerable efforts have been devoted to the phenomenon of wave-seabed interaction in ocean engineering. However, conventional approach has been focused on the wave nonlinearity. On the other hand, most previous works have only concerned with seabed response under the wave pressure obtained from the assumption of a rigid seabed. In this study, the software package of “Mathematica” treated of wave-seabed interaction for a porous seabed of infinite thickness and a new wave dispersion relationship based on Biot’s poro-elastic theory. The numerical results indicate that the variations in soil parameters may significantly affected wave characteristics (such as the damping of water wave, wavelength and wave pressure) in shallow water.
ER  -