Transient soil response in a porous seabed with variable permeability

Ocean Engineering

Volumn 23, Issue 1, 1996, Pages 27-46

  Seymour, Brian R ^a   Jeng, Dong S ^b   Hsu, John R C ^b  

^a UNIVERSITY OF BRITISH COLUMBIA   (Canada)

^b NONE

Author keywords

[No Author keywords available]

Indexed keywords

PERMEABILITY; PORE PRESSURE; POROUS MEDIUM; SEA BED; SEABED; SOIL MECHANICS; SOIL PROPERTIES; STRESS; VARIABLE PERMEABILITY; WAVE-INDUCED LOADING;

MECHANICS; PERMEABILITY; POSTHUMOUS CARE; SANDY SOIL; SEA; SOIL; SOIL PROPERTY;

SEA BED BEHAVIOR; SOILS; TRANSIENT RESPONSE; VARIABLE PERMEABILITY; WAVE EFFECTS;

EID: 0029676225     PISSN: 00298018     EISSN: None     Source Type: Journal    
DOI: 10.1016/0029-8018(95)00018-G     Document Type: Article

References (26)

1. Bennett, R.H., Li, H., Lambert, D.N., Fischer, K.M., Walter, D.J., Hickox, C.E., Hulbert, M.H., Yamamoto, T. and Badiey, M. 1990. In situ porosity and permeability of selected carbonate sediment: Great Bahaman Bank. Part 1: measurements. Marine Geotechnology, 9, 1-28.
2. Bennett, R.H., Fischer, K.M., Li, H., Lambert, Baerwald, R., Hulbert, M.H., Yamamoto, T. and Badiey, M. 1990. In situ porosity and permeability of selected carbonate sediment: Great Bahama Bank. Part 2: microfabric. Marine Geotechnology, 9, 29-47.
3. Biot, M.A. 1941. General theory of three-dimensional consolidation. J. Applied Physics, 12, 155-164.
4. Bryant, W.R., Hottman, W. and Trabant, P. 1975. Permeability of unconsolidated and consolidated marine sediments, Gulf of Mexico. Marine Geotechnology, 1, 1-15.
5. Esrig, M.I. and Kirby, R.C. 1977. Implications of gas content for predicting the stability of submarine slopes. Marine Geotechnology, 2, 81-100.
6. Gatmiri, B. 1990. A simplified finite element analysis of wave-induced effective stresses and pore pressures in permeable seabeds. Géotechnique, 40, 5-30.
7. Hsu, J.R.C. 1990. Short-crested waves. In Handbook of Coastal and Ocean Engineering, Herbich, J.B. (ed.) Gulf, Houston, Vol. 1, pp. 95-174.
8. Hsu, J.R.C., Jeng, D.S. and Tsai, C.P. 1993. Short-crested wave induced soil response in a porous seabed of infinite thickness. Int. J. for Numerical and Analytical Methods in Geomechanics, 17, 553-576.
9. Hsu, J.R.C. and Jeng, D.S. 1994. Wave-induced soil response in an unsaturated anisotropic seabed of finite thickness. Int. J. for Numerical and Analytical Methods in Geomechanics, 18, 785-807.
10. Liu, P.L.-F. 1977. On the gravity waves propagated over a layered permeable bed. Coastal Engng, 1, 135-148.
11. Madsen, O.S. 1978. Wave-induced pore pressures and effective stresses in a porous bed. Géotechnique, 28, 377-393.
12. Mei, C.C. and Foda, M.A. 1981. Wave-induced response in a fluid filled porous elastic solid with a free surface: a boundary layer theory. Geophys. J. Royal Astronomy Society, 66, 597-637.
13. Okusa, S. 1985. Wave-induced stresses in unsaturated submarine sediments. Géotechnique, 35, 517-532.
14. Richards, A.F. 1984. Introduction modelling and the consolidation of marine soils. In: Seabed Mechanics, Denness, B. (ed.). Graham and Trotman, London, pp. 3-8.
15. Samarasinghe, A.M., Huang, Y.H. and Drnevich, V.P. 1982. Permeability and consolidation of normally consolidated soils. J. Geotechnical Engng Division, ASCE, 108, 835-850.
16. Silvester, R. and Hsu, J.R.C. 1993. Coastal Stabilization: Innovative Concepts. Prentice Hall, New Jersey.
17. Smith, A.W. and Gordon, A.D. 1983. Large breakwater toe failures. J. WatWay, Port, Coastal Ocean Engng, ASCE, 109, 253-255.
18. Terzaghi, K. 1943. Theoretical Soil Mechanics. John Wiley & Sons, New York, pp. 235-344.
19. Thomas, S.D. 1989. A finite element model for the analysis of wave induced stresses, displacements and pore pressures in an unsaturated seabed I: theory. Computers and Geotechnics, 8, 1-38.
20. Thomas, S.D. 1995. A finite element model for the analysis of wave induced stresses, displacements and pore pressures in an unsaturated seabed II: model verification. Computers and Geotechnics, 17, 107-132.
21. Varley, E. and Seymour, B. 1988. A method of obtaining exact solutions to partial differential equations with variable coefficients. Studies in Applied Mathematics, 78, 183-225.
22. Verruijt, A. 1969. Elastic storage of aquifers. In: Flow Through Porous Media, De Wiest, R.J.M. (ed.). Academic Press, New York, pp. 331-376.
23. Yamamoto, T. 1977. Wave induced instability in seabeds. Proc. Coastal Sediments, ASCE, 77, 898-913.
24. Yamamoto, T., Koning, H.L., Sellmeiher, H. and van Hijum, E.V. 1978. On the response of a poro-elastic bed to water waves. J. Fluid Mechanics, 87, 193-206.
25. Yamamoto, T. 1981. Wave-induced pore pressures and effective stresses in inhomogeneous seabed foundations. Ocean Engng, 8, 1-16.
26. Zen, K. and Yamazaki, H. 1993. Wave-induced liquefaction in a permeable seabed. Report, Port and Harbours Research Institution, Japan, 31, 155-192.