Physical modeling of untrenched submarine pipeline instability

Ocean Engineering

Volumn 30, Issue 10, 2003, Pages 1283-1304

  Gao, F P ^a,b   Gu, X Y ^b   Jeng, D S ^c  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

^b INSTITUTE OF MECHANICS   (China)

^c GRIFFITH UNIVERSITY   (Australia)

Author keywords

Oscillatory flow; Pipeline instability; Wake II model; Wave loading; Wave soil pipeline coupling

Indexed keywords

HYDRODYNAMICS; SOILS; WAVE EFFECTS;

HYDRODYNAMIC LOADING;

SUBMARINE PIPELINES;

INSTABILITY; SUBMARINE PIPELINE; WAVE-STRUCTURE INTERACTION;

INSTABILITY; SUBMARINE PIPELINE; WAVE-STRUCTURE INTERACTION;

EID: 0037411272     PISSN: 00298018     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0029-8018(02)00108-7     Document Type: Article

References (15)

1. Allen, D.W., Lammert, W.F., Hale, J.R., Jacobsen, V., 1989. Submarine pipeline on-bottom stability: recent AGA research. Proc. Offshore Technol. Conf., OTC 6055, 121-132.
2. Brennodden, H., Lieng, J.T., Sotberg, T., Verley, R.L.P., 1989. An energy-based pipe-soil interactionmodel. Proc. Offshore Technol. Conf., OTC 6057, 147-158.
3. Brennodden, H., Sveggen, O., Wagner, D.A., Murff, J.D., 1986. Full-scale pipe-soil interaction tests. Proc. Offshore Technol. Conf., OTC 5338, 433-440.
4. Chakrabarti, K., 1994. Offshore Structure Modeling. JBW Printers & Binder Pte Ltd, Southampton, Boston.
5. Chiew, Y.M., 1990. Mechanics of local scour around submarine pipelines. J. Hydraulic Eng. 116, 515-529.
6. Det norske Veritas, 1988. On-bottom stability design of submarine pipelines, Recommended Practice E305.
7. Hale, J.R., Lammert, W.F., Allen, D.W., 1991. Pipeline on-bottom stability calculations: comparison oftwo state-of-the-art methods and pipe-soil model verification. Proc. Offshore Technol. Conf., OTC6761, 567-581.
8. Herbich, J.B., 1985. Hydromechanics of submarine pipelines: design problems. Can. J. Civil Eng. 12,863-874.
9. Lyons, C.G., 1973. Soil resistance to lateral sliding of marine pipelines. Proc. Offshore Technol. Conf., OTC 1876, 479-484.
10. Mao, Y., 1988. Seabed scours under pipelines. In: Proceedings of the Seventh International Symposiumon Offshore Mechanics and Arctic Engineering (OMAE), pp. 33-38.
11. Poorooshasb, F., 1990. On centrifuge use for ocean research. Mar. Geotechnol. 9, 141-158.
12. Sabag, S.R., Edge, B.L., Soedigdo, I.R., 2000. Wake II model for hydrodynamic forces on marine pipelinesincluding waves and currents. Ocean Eng. 27, 1295-1319.
13. Soedigdo, I.R., Lambrakos, K.F., Edge, B.L., 1999. Predicton of hydrodynamic forces on submarinepipelines using an improved wake II model. Ocean Eng. 26, 431-462.
14. Sumer, B.M., Fredsoe, J., 1991. Onset of scour below a pipeline exposed to waves. Int. J. Offshore Polar Eng. 1, 189-194.
15. Wagner, D.A., Murff, J.D., Brennodden, H., Sveggen, O., 1987. Pipe-soil interaction model. Proc. Offshore Technol. Conf., OTC 5504, 181-190.