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Effects of surface waves and marine soil parameters on seabed stability

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Abstract

Based on the Yamamoto's soil model by considering the Coulomb friction effects, the wave-induced seabed instability has been investigated. An analytical solution is derived for soil response of a finite depth seabed under surface water wave. The effects of wave parameters and soil characteristics on the seabed instability are addressed for three types of soil. Finally, the roles of Coulomb friction stability are then analyzed as well.

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References

  1. Smith A W, Gordon A D. Large breakwater toe failures[J].Journal of Waterway Port Coastal and Ocean Engineering, A S C E, 1983,109(2):253–255.

    Google Scholar 

  2. Silvester R, Hsu J R C. Sines revisited [J].Journal of Waterway Port Coastal and Ocean Engineering, A S C E, 1989,115(3):327–344.

    Google Scholar 

  3. Putnam J A. Loss of wave energy due to percolation in a permeable sea bottom [J].Trans Am Geophys Un, 1949,30:662–666.

    Google Scholar 

  4. Sleath J F A. Wave induced pressures in beds of sand [J].J Hydraul Div A S C E, 1970,96, (HY2):367–378.

    Google Scholar 

  5. Liu P L-F. Damping of waves over porous bed [J].J Hydraul Div A S C E, 1973,99(HY12): 2263–2271.

    Google Scholar 

  6. Massel S R. Gravity waves propagated over permeable bottom [J].J Watways Harb Cstl Engng A S C E, 1976,102(WW2):111–121.

    Google Scholar 

  7. Moshagen H, Torum A. Wave induced pressures in permeable seabed [J].J Watways Harb Cstl Engng A S C E, 1975,101(WW1):49–58.

    Google Scholar 

  8. Prevost J H, Eide O, Anderson K H. Discussion of wave induced pressure in permeable seabed [J].J Watways Harb Cstl Engng A S C E, 1975,101(WW4):464–465.

    Google Scholar 

  9. Yamamoto T, Koning H L, Sellmeijer H, et al. On the response of a poro-elastic bed to water waves [J].Journal Fluid Mechanics, 1978,87(1):193–206.

    Article  Google Scholar 

  10. Madsen O S. Wave-induced pore pressures and effective stresses [J].Geotechnique, 1978,28(4):377–393

    Article  MathSciNet  Google Scholar 

  11. Oksua S. Wave-induced stresses in unsaturated submarine sediments [J].Geotechnique, 1985,35 (4):517–532.

    Article  Google Scholar 

  12. Hus J R C, Jeng D S. Wave-induced soil response in an unsaturated anisotropic seabed of finite thickness [J].International Journal for Numerical and Analytical Methods in Geomechanics, 1994,18:785–807.

    Article  Google Scholar 

  13. Seymour B R, Jeng D S, Hus J R C. Transient soil response in porous seabed with a variable permeability [J].Ocean Engineering, 1996,23(1):27–46.

    Article  Google Scholar 

  14. Lin Y S, Jeng D S. Response of poro-elastic seabed to a 3-D wave system: a finite element analysis [J].Coastal Engineering in Japan, 1996,39(2):165–183.

    Google Scholar 

  15. Lin Y S, Jeng D S. The effects of variable permeability on the wave-induced seabed response [J].Ocean Egineering, 1997,24(7):623–643.

    Article  Google Scholar 

  16. Jeng D S. Wave-induced seabed instability in front of a breakwater [J].Ocean Engng. 1997,24 (10):887–917.

    Article  Google Scholar 

  17. Stokoe K H. Dynamic properties of offshore silty samples [A]. In: Program Department, Offshore Technology Conference Ed.Offshore Technology Conference Proceedings [C]. Richardson, T X 75083-3868, USA, 1980,2:289–302.

  18. Yamamoto T. On the response of a Coulomb-damped poroelastic bed to water waves [J].Marine Geotechnology, 1983,5(2):93–127.

    Article  Google Scholar 

  19. LIN Mian. The analysis of silt behaviours induced by water waves [J].Sci China Ser E, 2000,30, (6):1–12. (in Chinese)

    Google Scholar 

  20. Li J C, Lin M. On the interaction of water waves and seabed by porous mLedium model [J].Acta Mechanics Sinica, 1995,11(2):17–27.

    MATH  Google Scholar 

  21. Tsai C P, Wave-induced liquefaction potential in a porous seabed in front of a breakwater [J].Ocean Engineering, 1995,22(1):1–18.

    Article  Google Scholar 

  22. Zen K, Yamazaki. Mechanism of wave-induced liquefaction and densification in seabed foundations [J].Soil and Foundations, 1990,30:90–104.

    Google Scholar 

  23. Yamamoto T. Wave-induced pore pressures and effective stresses in inhomogeneous seabed foundations [J].Ocean Engng, 1981,8:1–16.

    Article  Google Scholar 

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Paper from LI Jia-chun, Member of Editorial Committee, AMM

Foundation item: the National Natural Science Foundation of China (19602021)

Biography: Lin Mian (1966≈)

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Mian, L., Jia-chun, L. Effects of surface waves and marine soil parameters on seabed stability. Appl Math Mech 22, 904–916 (2001). https://doi.org/10.1007/BF02436389

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  • DOI: https://doi.org/10.1007/BF02436389

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