Progressive solidification of a liquefied sand layer during continued wave loading

Geotechnique

Volumn 54, Issue 10, 2004, Pages 617-629

  Miyamoto, J ^a   Sassa, S ^b   Sekiguchi, H ^c  

^a KISO JIBAN CONSULTANTS CO LTD   (Japan)

^b PORT AND AIRPORT RESEARCH INSTITUTE   (Japan)

^c KYOTO UNIVERSITY   (Japan)

Author keywords

Centrifuge modelling; Liquefaction; Theoretical analysis; Waves and wave loading

Indexed keywords

CENTRIFUGES; COMPACTION; DENSIFICATION; FLOW OF FLUIDS; LIQUEFACTION; SOILS;

CENTRIFUGAL WAVES; LIQUEFIED SAND LAYERS; VISCOUS SCALING;

SOLIDIFICATION;

LIQUEFACTION; OFFSHORE STRUCTURE; SOLIDIFICATION; WAVE ACTION; WAVE-STRUCTURE INTERACTION;

EID: 11044220005     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2004.54.10.617     Document Type: Article

References (24)

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 enviromnent. Proc. 4th BOSS, Delft, 643-652.
2. Carter, J. P., Booker, J. R. & Small, J. C. (1979). The analysis of finite elasto-plastic consolidation. Int. J. Numer Anal. Methods Geomech. 3, 107-129.
3. Dobry, R. & Abdoun, T. (1998). Post-triggering response of liquefied sand in the free field and near foundations. In Geotechnical earthquake engineering and soil dynamics III, Geotechnical Special Publication No. 75, 1, 270-300. Reston, Virginia: American Society of Civil Engineers.
4. Florin, V. A. & Ivanov, P. L. (1961). Liquefaction of saturated sandy soils. Proc. 5th Int. Conf. Soil Mech. Found Engng, Paris, 1 107-111.
5. Hamada, M., O'Rourke, T. D. & Yoshida, N. (1994). Liquefaction-induced large ground displacement. Proc. 13th Int. Conf. Soil Mech. Found. Engng, New Delhi, 93-108.
6. Hsu, J. R. C. & Jeng, D. S. (1994). Wave-induced soil response in an unsaturated anisotropic seabed of finite thickness. Int. J. Numer. Anal. Methods Geomech. 18, No. 11, 785-807.
7. Ishihara, K. (1996). Soil behaviour in earthquake geotechnics. Oxford: Clarendon Press, 208-246.
8. Ishihara, K. & Yoshimine, M. (1992). Evaluation of settlements in sand deposits following earthquakes. Soils Found. 32, No. 1, 173-188.
9. Lamb, H. (1932). Hydrodynamics. Cambridge: Cambridge University Press, 363-372.
10. Kokusho, T. (1999). Water film in liquefied sand and its effect on lateral spread. J. Geotech. Geoenviron. Engng ASCE 125, No. 10, 817-826.
11. Miyamoto, J. & Sekiguchi, H. (2001). Effect of wave loading history on the initiation and development of liquefaction in sand beds. Proc. 4th Int. Conf. on Micromechanics of Granular Media, Powders and Grains 2001, Sendai, 259-262.
12. Miyamoto, J., Sassa, S. & Sekiguchi, H. (2002a). Solidification and consolidation in liquefied sand with contractancy due to wave loading. Proc. Coastal Engng JSCE 49, No. 2, 846-850 (in Japanese).
13. Miyamoto, J., Sassa, S. & Sekiguchi, H. (2002b). Wave-induced liquefaction and changes in void ratio profile with depth. Proceedings of the international conference on physical modelling in geotechnics, St Johns, pp. 259-264.
14. Ragheb, A.M. (1994). Numerical analysis of seismically induced deformations in saturated granular soil strata. PhD thesis, Dept. of Civil Engineering, Rensselaer Polytechnic. Institute, Troy, NY.
15. Sassa, S. & Sekiguchi, H. (1999). Wave-induced liquefaction of beds of sand in a centrifuge. Géotechnique 49, No. 5, 621-638.
16. Sassa, S., Sekiguchi, H. & Miyamoto, J. (2001). Analysis of progressive liquefaction as a moving-boundary problem. Gé otechnique 51, No. 10, 847-857.
17. Scott, R. F. (1986). Solidification and consolidation of a liquefied sand column. Soils Found. 26, No. 4, 23-31.
18. Seed, H. B. (1984). The role of case studies in the evaluation of soil liquefaction potential. Proceedings of the International Conference on Case Histories in Geotechnical Engineering, St Louis, Vol. 4, pp. 1681-1691.
19. Sumer, B. M. & Fredsoe, J. (2002). The mechanics of scour in the marine environment. Fraser Road, Singapore: World Scientific, 445-519.
20. Taylor, D. W. (1948). Fundamentals of soil mechanics, pp. 111-112. New York: John Wiley & Sons.
21. Van Kessel, T. & Kranenburg, C. (1998). Wave-induced liquefaction and flow of subaqueous mud layers. Coastal Engng 34, Nos 1-2, 109-127.
22. Yoshida, N., Yasuda, S., Kiku, M., Masuda, T. & Finn, W. D. L. (1994 . Behavior of sand after liquefaction. Proc. 5th US-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures against Soil Liquefaction, Salt Lake City, Technical Report NCEER-94-006, National Center for Earthquake Engineering Research, USA, 181-198.
23. Yu, Y., Ino, H. & Nago, H. (2002). Densification process of loosely deposited sand bed under a series of oscillating water pressure, J. Geotech. Engng JSCE, No. 715, III-60, 1-12.
24. Zen, K. & Yamazaki, H. (1990). Oscillatory pore pressure and liquefaction in seabed by ocean waves. Soils Found. 30, No. 4, 147-161.