ANALYTICAL SOLUTION FOR THE WAVE-INDUCED EXCESS PORE-PRESSURE IN A FINITE-THICKNESS SEABED LAYER
No. 24 (1994), Conference Proceedings
No. 24 (1994)

ANALYTICAL SOLUTION FOR THE WAVE-INDUCED EXCESS PORE-PRESSURE IN A FINITE-THICKNESS SEABED LAYER

Conference Proceedings
https://doi.org/10.9753/icce.v24.%25p
Published 1994-01-29
Waldemar Magda
University of Hannover
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Keywords

analytical solution
pore pressure
finite thickness layer
bed layer

How to Cite

Magda, W. (1994). ANALYTICAL SOLUTION FOR THE WAVE-INDUCED EXCESS PORE-PRESSURE IN A FINITE-THICKNESS SEABED LAYER. Coastal Engineering Proceedings, 1(24). https://doi.org/10.9753/icce.v24.%p
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Abstract

This paper presents the analytical solution to the wave-induced excess porepressure oscillations in permeable seabed sediments, derived for the case of limited thickness of the seabed layer. In order to show the utility of the analytical solution, a wide parameter study has been performed with a special emphasis to the relative compressibility of the two-phase (soil skeleton - porefluid) medium. The results of example computations are discussed with respect to the accuracy of the 'finite-thickness' analytical solution for the pore-pressure.
https://doi.org/10.9753/icce.v24.%25p
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