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Stability Analysis of the Scour Protection Structure for a Debarking Pipeline

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Abstract:

The debarking location of a gas pipeline is at the area where typhoons take place frequently and the geotechnical condition of the slope is very complex. A sloping breakwater type structure is selected in this paper for the purpose of pipeline scour protection. Since part of the sloping foundation soil consists of silty clay whose strength is very low, the bearing capacity is checked with the base pressure induced by the breakwater. The stability of the foundation of the breakwater is analyzed with the method developed by Meyerhof. The scour protection structure is proved effective and stable.

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Info:

Periodical:

Applied Mechanics and Materials (Volumes 325-326)

Pages:

1333-1336

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.325-326.1333

Citation:

Cite this paper

Online since:

June 2013

Authors:

Wen Bin Liu, Run Liu, Shu Wang Yan, Zhi Liang Huo

Keywords:

Bearing Capacity, Breakwater, Pipeline, Scour Protection, Sloping Foundation

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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References

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