TECHNICAL NOTES
Jul 1, 2007

Simplified Analytical Approximation for Pore-Water Pressure Buildup in Marine Sediments

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 133, Issue 4

Abstract

In this note, a simplified analytical approximation for the elevation of the wave-induced pore pressure buildup mechanism in marine sediments is derived using a Laplace transformation. In this study, an infinite seabed is considered. A simple scaling analysis is performed to clarify the applicable ranges of the mechanisms of residual and oscillatory pore pressures. Then, a simplified approximation for the prediction of the wave-induced liquefaction potential is proposed for engineering practice.

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Acknowledgments

The writers are grateful for the support from Australian Research Council Linkage-International Award No. LX0455606 (2004-2007) and USyd Research and Development Grant (2005).

References

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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 133Issue 4July 2007
Pages: 309 - 312

History

Received: Sep 7, 2005
Accepted: Mar 14, 2006
Published online: Jul 1, 2007
Published in print: Jul 2007

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Authors

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D.-S. Jeng
Associate Professor, School of Civil Engineering, The Univ. of Sydney, NSW 2006, Australia (corresponding author). E-mail: [email protected]
B. R. Seymour
Professor, Dept. of Mathematics, The Univ. of British Columbia, Vancouver BC, Canada V6Z 1Z2. E-mail: [email protected]

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