Pipeline Shore Approach: Analysis and Design
Publication: Journal of Transportation Engineering
Volume 109, Issue 6
Abstract
A rationalized method utilizing the theory of wave refraction and soil liquefaction is presented for the analysis and design of a pipeline shoreapproach. The bending of wave train due to bottom contours near shore and the liquefaction of marine soil during storm conditions are addressed as the basis of the pipeline stability analysis. Major decisions regarding pipe burial, installation method, weight coating, construction scheduling and cost effectiveness are closely related to the final design of the pipeline.
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References
1.
Ghazzaly, O. I., and Lim, S. J., “Experimental Investigation of Pipeline Stability in Very Soft Clay,” OTC 2277, 1975.
2.
Henkel, D. J., “The Role of Waves in Causing Submarine Landslides,” Geotechnique 20, No. 1, 1970, pp. 75–80.
3.
Murray, S. P., “Trajectories and Speed of Wind Driven Currents Near the Coast,” Journal of Physical Oceanography, May, 1975.
4.
Seed, B. H., and Idriss, I. M., “Simplified Procedure for Evaluating Soil Liquefaction Potential,” Journal of the Soil Mechanics and Foundation Division, Sept., 1971.
5.
“Summary of the Preliminary Phase of the ASCE Research Project on Pipeline Flotation,” ASCE Pipeline Flotation Research Council, Journal of the Pipeline Division, ASCE, Mar., 1966.
6.
Wiegel, R. L., Oceanographical Engineering, Prentice‐Hall International, Inc., Englewood Cliffs, N.J., 1964.
7.
Wiegel, R. L., and Johnson, Ocean Currents; Measurement of Currents and Analysis of Data in Waste Disposal in the Marine Environment, Pergamon Press, London, 1960, pp. 175–245.
Information & Authors
Information
Published In
Journal of Transportation Engineering
Volume 109 • Issue 6 • November 1983
Pages: 853 - 867
Copyright
Copyright © 1983 ASCE.
History
Published online: Nov 1, 1983
Published in print: Nov 1983
Authors
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