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TECHNICAL PAPERS

Physical Modeling of Pull-in Loads for Subsea Jumper Installation

[+] Author and Article Information
J. S. Damgaard

HR Wallingford Ltd., Wallingford, United Kingdome-mail: jsd@hrwallingford.co.uk

J. White

FUEL Subsea Engineering, Knaphill, United Kingdom

M. Worsley

BP, Sunbury on Thames, United Kingdom

J. Offshore Mech. Arct. Eng 124(3), 113-119 (Aug 01, 2002) (7 pages) doi:10.1115/1.1490378 History: Received March 01, 2000; Revised November 01, 2001; Online August 01, 2002
Copyright © 2002 by ASME
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References

Lyons, C. G., 1973, “Soil Resistance to Lateral Sliding of Marine Pipelines,” Proc. of 5th Annual Offshore Technology Conf., Houston, TX.
Karal, K., 1977, “Lateral Stability of Submarine Pipelines,” Proc. of 9th Annual Offshore Technology Conf., Houston, TX.
Lambrakos,  K. F., 1985, “Marine Pipeline Soil Friction Coefficients from In-Situ Testing,” Ocean Eng., 12, pp. 131–150.
Brennodden, H., Sveggen, O., Wagner, D. A., and Murff, J. D., 1986, “Full-Scale Pipe-Soil Interaction Tests,” Proc. of 18th Annual Offshore Technology Conf., Houston, TX.
Palmer, A. C., Steenfelt, J. S., Steensen-Bach, J. O., and Jacobsen, V., 1988, “Lateral Resistance of Marine Pipelines on Sand,” Proc. of 20th Annual Offshore Technology Conf., Houston, TX.
Wagner,  D. A., Murff,  J. D., Brennodden,  H., and Sveggen,  O., 1989, “Pipe-Soil Interaction Model,” J. Waterway, Port, Coastal, Ocean Eng., 115(2), pp. 205–220.
British Standards Inst., 1993, Code of Practice for Pipelines, Part 3. Pipelines Subsea: Design, Construction, and Installation. British Standards Inst., London, BS8010: Part 3.
Pastor,  J., Turgeman,  S., and Avallet,  C., 1989, “Predicting the Phenomenon of Burying Through Gravity in Purely Cohesive Sedimentary Beds,” Geotechnique, 39(4), pp. 625–639.

Figures

Grahic Jump Location
DMaC flowline connection system
Grahic Jump Location
Flowline connection sequence
Grahic Jump Location
Model jumper and pullheads
Grahic Jump Location
Sand versus clay; 1st End pull
Grahic Jump Location
Anchoring effect; 1st End pull
Grahic Jump Location
Clay tests; 2nd End pull
Grahic Jump Location
Effect of varying bending stiffness; 2nd End pull
Grahic Jump Location
Buoyancy effects; 1st End pull
Grahic Jump Location
Buoyancy effects; 2nd End pull

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