Wave-induced liquefaction of beds of sand in a centrifuge

Geotechnique

Volumn 49, Issue 5, 1999, Pages 621-638

  Sassa, S ^a   Sekiguchi, H ^a  

^a KYOTO UNIVERSITY   (Japan)

Author keywords

Centrifuge modelling; Liquefaction

Indexed keywords

CONSOLIDATION; CYCLIC LOADS; DENSIFICATION; SAND; SOIL TESTING; WATER WAVES;

CENTRIFUGE WAVE TANK TEST; CRITICAL CYCLIC STRESS RATIO; WAVE INDUCED LIQUEFACTION; WAVE LOADING; WAVE TEST;

SOIL LIQUEFACTION;

CENTRIFUGAL MODEL TEST; LIQUEFACTION; MARINE SEDIMENT; SAND; SEAFLOOR; WAVE ACTION;

EID: 0032714533     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1999.49.5.621     Document Type: Article

References (30)

1. Barends, F. B. J. & Calle, E. O. F. (1985). A method to evaluate the geotechnical stability of off-shore structure founded on a loosely packed seabed sand in a wave-loading environment. Proc. 4th BOSS, Delft, 643-652.
2. Castro, C. (1975). Liquefaction and cyclic mobility of saturated sands. J. Geotech. Engng Div., ASCE 101, No. GT6, 551-569.
3. Clukey, E. C., Kulhawy, F. II., Liu, P. L.-F. & Täte, G. B. (1985). The impact of wave loads and pore-water pressure generation on initiation of sediment transport. Geo-Marine Lett. 5, 177-183.
4. Dormieux, L. (1988). Stability of a purely cohesive sea bed soil under wave loading. Géotechnique 38, No. 1, 121-123.
5. Ellis, E. A., Soga, K., Bransby, M. F. & Sato, M. (I998). Effect of pore fluid viscosity on the cyclic behaviour of sands. Proceedings of the international conference Centrifuge 98, Tokyo, pp. 217-222.
6. Foda, M. A. & Tzang, S.-Y. (1994). Resonant fiuidization of silty soil by water waves. J. Geophys. Res. 99, 463-175.
7. Fredsoe, J. & Deigaard, R. (1992). Mechanics of coastal sediment transport. Singapore, World Scientific.
8. Gatmiri, B. (1990). A simplified finite element analysis of wave-induced effective stresses and pore pressures in permeable sea beds. Géotechnique 40, No. 1, 15-30.
9. Goda, Y. & Suzuki, Y. (1976). Estimation of incident and reflected waves in random wave experiments with reflecting coastal structures. Proc. 15th Coastal Engineering Conf, ASCE 1, Honolulu, 828-845.
10. Groot, M. B. de, Lingenberg, J. & Meijers, P. (1991). Liquefaction of sand used for soil improvement in breakwater foundations. Proceedings of the international symposium Geo-coast'91, Yokohama, pp. 555-560.
11. Henkel, D. J. (1970). The role of waves in causing submarine landslides. Géotechnique 20, No. 1, 75-80.
12. Ishihara, K. (1985). Stability of natural deposits during earthquakes. Proc. llth Int. Conf. Soil Mechanics and Foundation Engineering, San Francisco 1, 327-376.
13. Ishihara, K. & Towhata, I. (1983). Sand response to cyclic rotation of principal stress directions as induced by wave loads. Soils Found. 23, No. 4, 11-26.
14. Ishihara, K. & Yamazaki, A. (1984). Analysis of waveinduced liquefaction in seabed deposits of sand. Soils Found. 24, No. 3, 85-100.
15. Jeng, D.-S. (1998). Effect of cross-anisotropic behaviour on wave-induced seabed response. Géotechnique 48, No. 4, 555-562.
16. Madsen, O. S. (1978). Wave-induced pore pressures and effective stresses in a porous bed. Géotechnique 28, No. 4, 377-393.
17. Nago, H. & Maeno, S. (1987). Pore pressure and effective stress in a highly saturated sand bed under water pressure variation on its surface. J. Natural Disaster Sei. 9, No. 1, 23-35.
18. Oka, F., Yashima, A., Shibata, T. & Kalo, M. (1991). A finite element analysis of liquefaction of seabed due to wave action. Proceedings of the international symposium Geo-coast'91, Yokohama, pp. 3-6.
19. Okusa, S. (1985). Wave-induced stresses in unsaturated submarine sediments. Géotechnique 32, No. 3, 235-247.
20. Rumer, R. R. (1969). Resistance to flow through porous media. In Flow through porous media (ed. R. J. M. De Wiest), pp. 91-108. New York: Academic Press.
21. Sakai, T., Hatanaka, K. & Mase, H. (1992). Wave-induced effective stress in seabed and its momentary liquefaction. J. It'atenray, Port, Coast. Ocean Engng Div., ASCE 118, No. 2, 202-206.
22. Seed, H. B. & Rahman, M. S. (1978). Wave-induced pore pressure in relation to ocean floor stability of cohesionless soils. Marine Geotechnology 3, No. 2, 123-150.
23. Sekiguchi, H. & Phillips, R. (1991). Generation of water waves in a drum centrifuge. Proceedings of the international conference Centrifuge 91, Boulder, pp. 343350.
24. Sekiguchi, H., Kita, K. & Okamoto, O. (1995). Response of poro-elastoplastic beds to standing waves. Soils Found. 35, No. 3, 31-42.
25. Sekiguchi, H., Kita, K., Sassa, S. & Shimamura, T. (1998). Generation of progressive fluid waves in a geo-centrifuge. Geotech. Test. J. 21, No. 2, 95-101.
26. Siddharthan, R. (1987). Wave-induced displacements in seafloor sands. Int. J. Numer. Anal. Methods Geomech. II, 155-170.
27. Van Kessel, T. & Kranenburg, C. (1998). Wave-induced liquefaction and flow of subaqueous mud layers. Coast Engng 34, 109-127.
28. Yamamoto, T., Koning, H. L., Sellmeijer. H. & Hijum. E. (1978). On the response of a poro-elastic bed to water waves. J. Fluid Mech. 87, No. 1, 193-206.
29. Zen, K., Jeng, D.-S., Hsu, J. R. C. & Oyama, T. (1998). Wave-induced seabed instability: difference between liquefaction and shear failure. Soils Found. 38, No. 2. 37-48.
30. Zen, K., Yamazaki, H. & Sato, Y. (1990). Oscillatory pore pressure and liquefaction in seabed induced by ocean waves. Soils Found. 30, No. 4, 147-161.