The sequence of sediment behaviour during wave-induced liquefaction

Sedimentology

Volumn 53, Issue 3, 2006, Pages 611-629

  Mutlu, Sumer B ^a   Hatipoglu, Figen ^a   Fredsøe, Jørgen ^a   Kaan, Sumers S ^a  

^a TECHNICAL UNIVERSITY OF DENMARK   (Denmark)

Author keywords

Bed ripples; Compaction; Liquefaction; Marine sediment; Pore pressure buildup; Pore pressure dissipation; Waves

Indexed keywords

COMPACTION; DISSIPATION; INTERNAL WAVE; LIQUEFACTION; MARINE SEDIMENT; SEDIMENTARY SEQUENCE; SILTY SOIL;

EID: 33646687472     PISSN: 00370746     EISSN: 13653091     Source Type: Journal    
DOI: 10.1111/j.1365-3091.2006.00763.x     Document Type: Article

References (25)

1. Barends, F.B.J. and Calle, E.O.F. (1985) A method to evaluate the geotechnical stability of off-shore structures founded on a loosely packed seabed sand in a wave loading environment. Behaviour of Offshore Structures, Proc. 4th International Conf., Delft, The Netherlands, (Ed. J.A. Battjes) pp. 643 -652, Elsevier Science Publishers, B.V. Amsterdam.
2. Clukey, E.C., Kulhawy, F.H. and Liu, P.L.-F. (1983) Laboratory and Field Investigation of Sediment Interaction. Geotechnical Engineering Report 83-9, and Joseph H. DeFrees Hydraulics Laboratory Report 83-1, October 1983. Cornell University, Ithaca, NY.
3. Foda, M.A. (1995) Sea floor dynamics. In: Advances in Coastal and Ocean Engineering (Ed. P.L.-F. Liu), vol. 1, pp. 77 -123. World Scientific, New Jersey, Singapore, London, Hong Kong.
4. Foda, M.A. and Tzang, S.-Y. (1994) Resonant fluidization of silty soil by water waves. J. Geophys. Res., 99 (C10), 20,463-20,475.
5. Fredsøe, J. and Deigaard, R. (1992) Mechanics of Coastal Sediment Transport. World Scientific, New Jersey, Singapore, London, Hong Kong.
6. de Groot, M.B. and Meijers, P. (1992) Liquefaction of trench fill around a pipeline in the seabed. BOSS 92: Behaviour of Offshore Structures, (Eds M.H. Patel and R. Gibbins) pp. 1333-1344. BPP Technical Services, London.
7. de Groot, M.B., Lindenberg, J. and Meijers, P. (1991) Liquefaction of sand used for soil improvement in breakwater foundations. Proc. Int. Symp. Geo-coast '91, Yokohama, Japan, pp. 555-560.
8. Lamb, H. (1945) Hydrodynamics. 6th edn. Dover Publications, New York.
9. Lambe T.W. and Whitman, R.V. (1969) Soil Mechanics. John Wiley and Sons, Inc., New York.
10. 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. Arctic Eng, ASME, 111, 1-11.
11. Miyamoto, J., Sassa, S. and Sekiguchi, H. (2004) Progressive solidification of a liquefied sand layer during continued wave loading. Geotechnique, 54 (10), 617-629.
12. Nielsen, P. (1992) Coastal Bottom Boundary Layers and Sediment Transport. World Scientific, New Jersey, Singapore, London, Hong Kong.
13. Peacock, W.H. and Seed, H.B. (1968): Sand liquefaction under cyclic loading simple shear conditions. J. Soil Mech. Found. Eng. Div., ASCE, 94 (SM3), 689-708.
14. Powrie, W. (2002) Soil Mechanics. 2nd edn. Spon Press, Taylor and Francis Group, London, x+675 p.
15. Sassa, S. and Sekiguchi, H. (1999): Wave-induced liquefaction of beds of sand in a centrifuge. Geotechnique, 49 (5), 621-638.
16. Sassa, S., Sekiguchi, H. and Miyamoto, J. (2001) Analysis ofprogressive liquefaction as a moving-boundary problem. Geotechnique, 51 (10), 847-857.
17. Seed, H.B. and Rahman, M.S. (1978) Wave-induced pore pressure in relation to ocean floor stability of cohesionless soil. Mar. Geotechnol., 3 (2), 123-150.
18. Sekiguchi, H., Kita, K. and Okamoto, O. (1995) Response of Poro-elastoplastic Beds to Standing Waves. Soils and Foundations, vol. 35 (3). Japanese Geotechnical Society, Tokyo.
19. Spierenburg, S.E.J. (1987) Seabed Response to Water Waves. Ph.D. dissertation, Delft University of Technology, The Netherlands.
20. Sumer, B.M. and Fredsøe, J. (2002) The Mechanics of Scour in the Marine Environment. World Scientific, New Jersey, Singapore, London, Hong Kong.
21. Sumer, B.M., Kozakiewicz, A., Fredsøe, J. and Deigaard, R. (1996) Velocity and concentration profiles in the sheet flow layer of movable bed. J. Hydraul. Eng., 122 (10), 549-558.
22. Sumer, B.M., Fredsøe, J., Christensen, S. and Lind, M.T. (1999) Sinking/Floatation of pipelines and other objects in liquefied soil under waves. Coast. Eng., 38, 53-90.
23. Sumer, B.M., Hatipoglu, F. and Fredsøe, J. (2004) The cycle of soil behaviour during wave liquefaction. Book of Abstracts, Paper 171, 29th International Conference on Coastal Engineering, 19-24.September, 2004, National Civil Engineering Laboratory (LNEC), Lisbon, Portugal,
24. Tzang, S.Y. (1998) Unfluidized soil responses of a silty seabed to monochromatic waves. Ocean Eng., 35, 283-301.
25. Tzang, S.Y., Hunt, J.R. and Foda, M.A. (1992) Resuspension of seabed sediments by water waves. Abstract Book of the 23rd International Conference on Coastal Engineering, ICCE' 92, 4-9 October, Venice, Italy, pp. 69-70.