Physical model tests have been performed with the aim of investigating the pull-in loads required to move a jumper assembly across the seabed. A total of 41 tests were completed with various assembly configurations, using two different types of sediment: sand and clay. It is shown that physical model testing is a viable procedure for studying prototype pull-in loads for relevant field situations.
Issue Section:
Technical Papers
Keywords:
marine systems,
engineering,
engineering facilities,
installation,
modelling,
seafloor phenomena,
sediments,
sand,
clay
1.
Lyons, C. G., 1973, “Soil Resistance to Lateral Sliding of Marine Pipelines,” Proc. of 5th Annual Offshore Technology Conf., Houston, TX.
2.
Karal, K., 1977, “Lateral Stability of Submarine Pipelines,” Proc. of 9th Annual Offshore Technology Conf., Houston, TX.
3.
Lambrakos
, K. F.
, 1985
, “Marine Pipeline Soil Friction Coefficients from In-Situ Testing
,” Ocean Eng.
, 12
, pp. 131
–150
.4.
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.
5.
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.
6.
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
.7.
British Standards Inst., 1993, Code of Practice for Pipelines, Part 3. Pipelines Subsea: Design, Construction, and Installation. British Standards Inst., London, BS8010: Part 3.
8.
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
.Copyright © 2002
by ASME
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