TECHNICAL PAPERS
Jul 1, 2006

Guidelines for Pipeline On-Bottom Stability on Liquefied Noncohesive Seabeds

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 132, Issue 4

Abstract

Based on previously available results and the recent research within the Liquefaction around Marine Structures program this paper formulates practical guidelines for design of pipeline on-bottom stability on noncohesive seabeds. Existing methods for calculating the probability of seabed liquefaction are recommended and the requirements for site investigations are discussed. A new formula is presented for the embedment of pipelines in liquefied soils. The implications of the method presented here are somehow similar to the density guidelines used for pipeline stability in the 1960s and 1970s but this work provides a clearer scientific justification for the methods.

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References

American Petroleum Institute (API). (1998). “Design, construction, operation, and maintenance of offshore hydrocarbon pipelines.” API RP1111.
ASCE Pipeline Flotation Research Council. (1966). “ASCE preliminary research on pipeline flotation: Report of the Pipeline Flotation Research Council.” J. Pipeline Div., Am. Soc. Civ. Eng., 92(1), 27–74.
Biot, M. A. (1941). “General theory of three-dimensional consolidation.” J. Appl. Phys., 12, 155–164.
British Standards Institute (BSI). (1993). “Code of practice for pipelines—Part 3. Pipelines subsea: Design, construction and installation.” BS8010, London.
Christian, J. T., Taylor, P. K., Yen, J. K. C., and Erali, D. R. (1974). “Large diameter underwater pipeline for nuclear plant designed against soil liquefaction.” Proc., Offshore Technology Conf., OTC 2094, Houston, 597–606.
Damgaard, J. S., and Palmer, A. C. (2001). “Pipeline stability on a mobile and liquefied seabed: A discussion of magnitudes and engineering implications.” Proc., 20th Int. Conf. on Offshore Mechanics and Arctic Engineering, ASME, Rio de Janeiro, Brazil.
De Alba, P. D., Chan, C. K., and Seed, H. B. (1976). “Sand liquefaction in large-scale simple shear tests.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 102(9), 909–927.
de Groot, M. B., and Meijers, P. (1992). “Liquefaction of trench fill around a pipeline in the seabed.” Proc., BOSS 92: Behaviour of Offshore Structures, London, 1333–1344.
de Groot, M. B., Bolton, M. D., Foray, P., Meijers, P., Palmer, A. C., Sandven, R., Sawicki, A., and Teh, T. C. (2006). “Physics of liquefaction phenomena around marine structures.” J. Waterw., Port, Coastal, Ocean Eng., 132(4), 227–243.
de Wit, P. J. (1995). “Liquefaction of cohesive sediments caused by waves.” Ph.D thesis, Delft University Press, Delft, The Netherlands.
Det Norske Veritas (DNV). (1988). “On-bottom stability design of submarine pipelines.” DNV RP E305.
Dunn, S. L., Vun, P. L., Chan, A. H. C., and Damgaard, J. S. (2006). “Numerical modelling of wave-induced liquefaction around pipelines.” J. Waterw., Port, Coastal, Ocean Eng., 132(4), 276–288.
Foray, P., Bonjean, D., Michallet, H., and Mory, M. (2006). “Fluid-soil-structure interaction in liquefaction around a cyclically moving cylinder.” J. Waterw., Port, Coastal, Ocean Eng., 132(4), 289–299.
Ghazzaly, O. I., Kraft, L. M., and Lim, S. J. (1975). “Stability of offshore pipe in cohesive sediment.” Civil Engineering in the Ocean III.
Gravesen, H., and Fredsøe, J. (1983). “Modelling of liquefaction scour and natural backfilling process in relation to marine pipelines.” Proc., Seminar of Offshore Oil and Gas Pipeline Technology, Copenhagen, Denmark.
Hsu, J. R. S., and Jeng, D. S. (1994). “Wave-Induced soil response in an unsaturated anisotropic seabed of infinite thickness.” Int. J. Numer. Analyt. Meth. Geomech., 18, 785–807.
Lunne, T., Robertson, P. K., and Powell, J. J. M. (1997). Cone penetration testing in geotechnical practice, E&FN Spon, London.
Maeno, S., Magda, W., and Nago, H. (1999). “Flotation of buried pipeline under cyclic loading of water pressure.” Proc., 9th Int. Offshore and Polar Engineering Conf. and Exhibition, Vol. II, Brest, France, 217–225.
McDougal, W. G., Tsai, Y. T., Liu, P. L.-F., and Clukey, E. C. (1989). “Wave-induced pore water pressure accumulation in marine soils.” J. Offshore Mech. Arct. Eng., 111, 1–11.
Palmer, A. C. (1996). “A flaw in the conventional approach to stability design of pipelines.” Proc., Offshore Pipeline Technology Conf., Amsterdam, The Netherlands.
Peacock, W. H., and Seed, H. B. (1968). “Sand liquefaction under cyclic loading simple shear conditions.” J. Soil Mech. Found. Div., 94(3), 689–708.
Pipeline Research Council (PRCI). (2002). “Submarine pipeline on-bottom stability.” A Kellogg Brown & Root Rep. to Pipeline Research Council on PRCI Project PR-178-01132, Houston.
Port & Harbour Research Institute. (1997). Handbook on liquefaction and remediation of reclaimed land, A. A. Balkema, Rotterdam, The Netherlands.
Sakai, T., Mase, H., Cox, D. T., and Ueda, Y. (1992). “Field observation of wave-induced porewater pressures.” Proc., Int. Coastal Eng. Conf., ASCE, New York, 2397–2410.
Seed, R. B., Cetin, K. O., Moss, R. E. S., Kammerer, A., Wu, J., Pestana, J., and Riemer, M. (2001). “Recent advances in soil liquefaction engineering and seismic site response evaluation.” Proc., 4th Int. Conf. and Symp. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, Paper SPL-2, San Diego.
Seed, H. B., and Rahman, M. S. (1978). “Wave-induced pore pressure in relation to ocean floor stability of cohesionless soil.” Mar. Geotech., 3(2), 123–150.
Sherif, M. A., Ishibashi, I., and Tsuchiya, C. (1978). “Pore-pressure prediction during earthquake loadings.” Soils Found., 18(4), 19–30.
Silvis, F. (1990). “Wave induced liquefaction of seabed below pipeline.” Proc., Young Geotechnical Engineers’ Conf., Delft, The Netherlands.
Stansby, P. K., and Starr, P. (1992). “On a horizontal cylinder resting on a sand bed under waves and current.” Int. J. Offshore Polar Eng., 2(4), 262–266.
Sumer, B. M., and Fredsøe, J. (2002). The mechanics of scour in the marine environment, World Scientific, River Edge, N.J.
Sumer, B. M., Fredsøe, J., Christensen, S., and Lind, M. T. (1999). “Sinking/flotation of pipelines and other objects in liquefied soil under waves.” Coastal Eng., 38, 53–90.
Sumer, B. M., Truelsen, C., and Fredsøe, J. (2006a). “Liquefaction around pipelines under waves.” J. Waterw., Port, Coastal, Ocean Eng., 132(4), 266–275.
Sumer, B. M., Hatipoglu, F., Fredsøe, J., and Hansen, N.-E. O. (2006b). “Critical flotation density of pipelines in soils liquefied by waves and density of liquefied soils.” J. Waterw., Port, Coastal, Ocean Eng., 132(4), 252–265.
Sumer, B. M., Hatipoglu, F., and Fredsøe, J. (2006c). “The sequence of soil behaviour during wave liquefaction.” J. Waterw., Port, Coastal, Ocean Eng., in press.
Teh, T. C., Palmer, A., Bolton, M. D., and Damgaard, J. (2006). “The stability of submarine pipelines on liquefied seabeds.” J. Waterw., Port, Coastal, Ocean Eng., 132(4), 244–251.
Teh, T. C., Palmer, A., and Damgaard, J. (2003). “Experimental study of marine pipelines on unstable and liquefied seabed.” Coastal Eng., 50, 1–17.
Zen, K., and Yamazaki, H. (1993). “Wave-induced liquefaction in a permeable seabed.” Rep. of the Port and Harbour Research Institute, Japan, Vol. 31, No. 5, 155–192.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 132Issue 4July 2006
Pages: 300 - 309

History

Received: Feb 17, 2005
Accepted: May 24, 2005
Published online: Jul 1, 2006
Published in print: Jul 2006

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Authors

Affiliations

J. S. Damgaard [email protected]
HR Wallingford Ltd., U.K.; presently, WorleyParsons, P.O. Box 44169, Abu Dhabi, U.A.E. (corresponding author). E-mail: [email protected]
B. M. Sumer
Technical Univ. of Denmark, MEK, Coastal, Maritime and Structural Engineering Section (formerly ISVA), Building 403, DK-2800 Lyngby, Denmark.
T. C. Teh
INTEC Asia Pacific, Changkat Raja Chulan, 50200 Kuala Lumpur, Malaysia.
A. C. Palmer
Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, U.K.
P. Foray
INPG-UJF-CNRS, BP 53, 38041 Grenoble Cedex 9, France.
D. Osorio
HR Wallingford Ltd., Howbery Park, Wallingford, Oxon OX10 8BA, U.K.

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