Chapter
Jul 11, 2017
Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015

Wave-Induced Seabed Instability around a Breakwater

Publication: Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities

ABSTRACT

In this paper, an integrated model is proposed to investigate the wave-induced seabed stability around a breakwater on a sloping seabed. In the present model, the Volume-Average/Reynolds Averaged Navier-Stokes (VARANS) equations are used for wave simulation, while the Biot’s poro-elastic equation is used to govern the soil model. Unlike previous studies, pre-consolidation due to hydrostatic and the structure are considered in this model. Based on the proposed model, the effects of wave characteristics and seabed slopes on the wave-induced seabed instability (including liquefaction and shear failure) in the vicinity of a breakwater are investigated. Numerical results indicate that the wave-induced seabed instability is more likely to occur in a steep slope and under large wave loading.

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REFERENCES

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Published In

Go to Coastal Structures and Solutions to Coastal Disasters 2015
Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities
Pages: 799 - 808
Editors: Louise Wallendorf, U.S. Naval Academy and Daniel T. Cox, Ph.D., Oregon State University
ISBN (Online): 978-0-7844-8030-4

History

Published online: Jul 11, 2017
Published in print: Jul 11, 2017

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Authors

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Dong-Sheng Jeng, Ph.D., M.ASCE
Griffith School of Engineering, Griffith Univ. Gold Coast Campus, Queensland 4222, Australia. E-mail: [email protected]

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