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Dec 31, 2015

Wave-Induced Breakout of Half-Buried Marine Pipes

Publication: Coastal Engineering 1988

Abstract

An experimental study is conducted in order to identify the major physical processes leading to the breakout of half-buried submarine pipelines from the seafloor under ocean wave action. Both the hydrodynamic loading on the exposed surface of the pipe, as well as the resulting displacement history of the pipe, were recorded and analyzed in order to identify the critical pipe-soil-wave conditions for the detachment of the pipe from the seabed. The paper also examines the balance of the pipe under the combined lift and drag loading from the water wave. An experimental breakout force-time power law is obtained and compared to available theoretical breakout models.

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Published In

Go to Coastal Engineering 1988
Coastal Engineering 1988
Pages: 1464 - 1481

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Published online: Dec 31, 2015

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Mostafa A. Foda
Associate Professor, Department of Civil Engineering, University of California, Berkeley, California 94720.
Adrian W-K Law
Graduate Student, Department of Civil Engineering, University of California, Berkeley, California 94720.
Jo Y-H Chang
Graduate Student, Department of Civil Engineering, University of California, Berkeley, California 94720.

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