Wave-induced liquefaction potential at the tip of a breakwater: An analytical solution

Applied Ocean Research

Volumn 18, Issue 5, 1996, Pages 229-241

  Jeng, D S ^a  

^a NONE

Author keywords

Analytical solution; Liquefaction potential; Seabed response; The tip of a breakwater

Indexed keywords

DIFFRACTION; LIQUEFACTION; SOIL MECHANICS; WATER WAVE EFFECTS;

LIQUEFACTION POTENTIAL; SEABED INSTABILITY; WATER WAVE DIFFRACTION;

BREAKWATERS;

BREAKWATERS; SEA BED BEHAVIOUR; WAVES;

BEACH; BREAKWATER; BREAKWATERS; LIQUEFACTION; SEABED RESPONSE; WAVE ACTION; WAVE EFFECT; WAVE EFFECTS;

EID: 0030258331     PISSN: 01411187     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-1187(96)00033-8     Document Type: Article

References (33)

1. Biot, M. A., General theory of three-dimensional consolidation. J. Appl. Physics, 12 (1941) 155-164.
2. Edge, B. et al. Failure of the breakwater at port Sines, Portugal. In Proceedings ASCE Coastal Engineering Research Council, 1982..
3. Esrig, M. I. & Kirby, R. C., Implcation of gas content for predicting the stability of submarine slope. Marine Geotech., 2 (1977) 81-100.
4. Gökee, T., Sumer, B. M. & Fredsœ, J., Scour around the head of a vertical-wall breakwater. In Int. Conf. Hydro-Technical Engineering for Port and Harbor Construction, 19-21 October 1994, Yokosuka, Japan, pp. 1097-1116.
5. Hsu, J. R. C., Jeng, D. S. & Tsai, C. P., Short-crested wave induced soil response in a porous seabed of infinite thickness. Int. J. Num. Anal. Methods in Geomech., 17 (1993) 553-576.
6. Hsu, J. R. C. & Jeng, D. S., Wave-induced soil response in an unsaturated seabed of finite thickness. Int. J. Num. Anal. Methods in Geomech., 18 (1994) 785-807.
7. Hsu, J. R. C., Jeng, D. S. & Lee, C. P., Oscillatory soil response and liquefaction in an unsaturated layered seabed. Int. J. Num. Anal. Methods in Geomech., 19 (1995) 825-849.
8. Hsu, J. R. C., Lin, Y. S. & Jeng, D. S., Effect of variable permeability and shear modulus on the wave-induced soil response in a porous seabed. In Proc. 17th Conf. Ocean Engng in R.O.C., 1995, pp. 831-847.
9. Jeng, D. S. & Seymour, B. R., Wave-induced pore pressure and effective stresses in a porous seabed with variable permeability. In Proc. 15th Int. Conf. Offshore Mech. Arctic Engng. A.S.M.E., Florence, Italy, 16-29 June 1996, pp. 327-334.
10. Jeng, D. S. & Hsu, J. R. C., Wave-induced soil response in a nearly saturated seabed of finite thickness. Géotechnique, 46 (1996) 427-440.
11. Jeng, D. S., Wave-induced liquefaction potential in a cross-anisotropic seabed. J. Chinese Inst. Engineers, 19 (1996) 59-70.
12. Jeng, D.S., Soil response in a cross-anisotropic seabed due to standing waves. J. Geotech. & Geoenvir. Engng ASCE, 123 (1997) 9-19.
13. Jeng, D.S., Wave-induced seabed instability in front of a breakwater. Ocean Engng, (1997) (in press).
14. Jeng, D. S. & Lin, Y. S., Finite element modelling for water waves-soil interaction. Soil Dynam. Earthquake Engng, 15 (1996) 283-300.
15. Jeng, D.S. & Lin, Y.S., Non-linear waves-induced response of porous seabed: a finite element analysis. Int. J. Num. Anal. Methods in Geomech., 21 (1997) 15-42.
16. Lin, Y.S. & Jeng, D.S., The effects of variable permeability on the wave-induced seabed response. Ocean Engng, (1997) (in press).
17. Madsen, O. S., Wave-induced pore pressures and effective stresses in a porous bed. Géotechnique; 28 (1978) 377-393.
18. Mynett, A. E. & Mei, C. C., Wave-induced stresses in a saturated pore-elastic sea bed beneath a rectangular caisson. Géotechnique, 32 (1982) 295-305.
19. Nago, H., Maeno, S., Matsumoto, T. & Hachiman, Y., Liquefaction and densification of loosely deposited sand bed under water pressure variation. In Proc. 3rd (1993) Int. Offshore and Polar Engng Conf., Singapore, 1993, pp. 578-584.
20. Okusa, S., Wave-induced stresses in unsaturated submarine sediments. Géotechnique, 35 (1985) 517-532.
21. Pietruszczak, S. & Pande, G. N., Constitutive relations for partially saturated soils containing gas inclusions. J. Geotech. Engng, ASCE, 122 (1996) 50-59.
22. Rahman, M. S., Wave-induced instability of seabed: mechanism and conditions. Marine Geotech., 10 (1991) 277-299.
23. Scott, R. F., Principle of Soil Mechanics. Addison-Publishing, Massachusetts, 1963.
24. Seymour, B. R., Jeng, D. S. & Hsu, J. R. C., Transient soil response in a porous seabed with variable permeability. Ocean Engng, 23 (1996) 27-46.
25. Silvester, R. & Hsu, J. R. C., Sines revisited. J. Watway, Port, Coastal & Ocean Engng, ASCE, 115 (1989) 327-344.
26. Smith, A. W. & Gordon, A. D., Large breakwater toe failures. J. Watway, Port, Coastal & Ocean Engng, ASCE, 109 (1983) 253-255.
27. Stoker, J. J., Water waves. Interscience Publishers, Inc., New York, 1957.
28. Thomas, S. D., A finite element model for the analysis of wave induced stresses, displacements and pore pressures in an unsaturated seabed I: theory. Computers & Geotech., 8 (1989) 1-38.
29. Tsai, C. P., Wave-induced liquefaction potential in a porous seabed in front of a breakwater. Ocean Engng, 22 (1995) 1-18.
30. Verruijt, A., Elastic storage of aquifers. In: Flow Through Porous Media, ed. De Wiest, R. J. M. Academic Press, 1969, pp. 331-376.
31. Yamamoto, T., Koning, H. L., Sellmeiher, H. & van Hijum, E. V., On the response of a poro-elastic bed to water waves. J. Fluid Mech., 87 (1978) 193-206.
32. Yamamoto, T., On the response of a Coulomb-damped poroelastic bed to water waves. Marine Geotech., 5 (1983) 93-130.
33. Zen, K. & Yamazaki, H., Mechanism of wave-induced liquefaction and densification in seabed. Soils & Foundations, 30 (1990) 90-104.