Merxhani, A and Liang, D (2012) Investigation of the poro-elastic response of seabed to solitary. Proceedings of the International Offshore and Polar Engineering Conference. pp. 101-108. ISSN 1098-6189Full text not available from this repository.
A numerical model is established and validated to study the behavior of porous seabed under solitary wave propagation. Using Biot's poro-elastic theory, the problem is formulated as a two dimensional plane strain problem, and it is modelled using the Finite Element Method. The responses due to the solitary wave are compared with those of linear waves of the same height. It is found that regardless of the wave period, stresses due to solitary waves are generally larger. This indicates a higher potential for shear failure at the seabed under solitary waves. Implications on liquefaction need further investigation. Copyright © 2012 by the International Society of Offshore and Polar Engineers (ISOPE).
|Uncontrolled Keywords:||Consolidation Solitary wave Tsunami Wave-seabed interaction|
|Depositing User:||Cron job|
|Date Deposited:||16 Jul 2015 14:09|
|Last Modified:||31 Aug 2015 08:15|