Abstract
The wave-induced pore pressure is a key factor in the prediction of the wave-induced liquefaction potential, which has been reported in the literature in conjunction with marine engineering (Sumer and Fredsøe, 2002). Most previous investigations for the wave-induced soil response have been limited to uncoupling model by linking wave models with seabed models through continuity of pressures at the seabed surface. In this study, we proposed a coupled model to link both wave and seabed models and provide a better understanding of the mechanism of the wave-seabed interactions. Based 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.
Original language | English |
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Title of host publication | Proceedings of the 11th (2014) Pacific/Asia Offshore Mechanics Symposium, PACOMS 2014 |
Publisher | International Society of Offshore and Polar Engineers |
Pages | 377-384 |
Number of pages | 8 |
ISBN (Electronic) | 9781880653906 |
Publication status | Published - 2014 |
Event | 11th (2014) Pacific/Asia Offshore Mechanics Symposium, PACOMS 2014 - Shanghai, China Duration: 12 Oct 2014 → 16 Oct 2014 |
Publication series
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ISSN (Print) | 1946-004X |
Conference
Conference | 11th (2014) Pacific/Asia Offshore Mechanics Symposium, PACOMS 2014 |
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Country/Territory | China |
City | Shanghai |
Period | 12/10/14 → 16/10/14 |
Bibliographical note
ACKNOWLEDGEMENTSThe authors are grateful for the support from National Science Foundation Council (NSFC) Grant # 41176073 (China).
Keywords
- Coupling model
- Pore pressure
- Porous seabed
- Wave loading