Skip to main content
Log in

Experiments of wave-driven soil transport in clay beds

  • Published:
Geo-Marine Letters Aims and scope Submit manuscript

Abstract

The physical processes of instability and soil mass transport in a soft clay bed by waves were quantitatively reproduced and measured in a laboratory soil-wave tank. Soft clays behave like plasto-elastic materials and dissipate wave energy quickly. Waves destroy clay fabrics gradually and soften clay. Waves induce mass transport of clay in the clay bed. The clay mass transport increases with wave energy. The Froude-Mach similitude is applied to the experimental data to hindcast the soil mass transport caused by Hurricane Camille in 1969.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Sterling, G. H., and Strohbeck, G. E., 1975. The failure of South Pass 70B platform in Hurricane Camille. Journal of Petroleum Technology, March, p. 263–268.

    Google Scholar 

  2. Gade, H. G., 1958. Effects of a nonrigid impermeable bottom on plane surface waves in shallow water. Journal of Marine Research, v. 16, p. 61–82.

    Google Scholar 

  3. Arnold, P., 1973. Finite element analysis— a basis for seafloor soil movement design criteria. Proceedings, Offshore Technology Conference, Houston, Texas, Preprint 1900, v. 2, p. 743–752.

    Google Scholar 

  4. Schapery, R. A., and Dunlap, W. A., 1978. Prediction of storm-induced sea bottom movement and platform forces. Proceedings, Offshore Technology Conference, Houston, Texas, Preprint 3259, v. 3, p. 1789–1796.

    Google Scholar 

  5. Henkel, D. J., 1970. The role of waves in causing submarine landslides. Geotechnique, v. 20, p. 75–80.

    Article  Google Scholar 

  6. Yamamoto, T., 1981. Wave-induced pore pressures and effective stresses in inhomogenous seabed foundations. Ocean Engineering, v. 8, p. 1–16.

    Article  Google Scholar 

  7. Yamamoto, T., 1982. Nonlinear mechanics of ocean wave interactions with sediment beds. Applied Ocean Research, v. 4, p. 99–106.

    Google Scholar 

  8. Yamamoto, T., 1983. Numerical integration method for seabed response to water waves. Soil Dynamics and Earthquake Engineering, v. 2, p. 75–83.

    Google Scholar 

  9. Bea, R. G., and others, 1983. Wave-induced slides in south Pass Block 70, Mississippi Delta. Journal of Geotechnical Engineering, American Society of Civil Engineers, v. 109, p. 619–644.

    Google Scholar 

  10. Garrison, L. E., 1978. The SEASWAB experiment. Marine Geotechnology, v. 2, p. 117–122.

    Google Scholar 

  11. Hoffman, W. E., Suhayda, J. N., and Garrison, L. E., 1978. SEASWAB II (shallow experiment to access storm wave affects on the bottom). Proceedings, Offshore Technology Conference, Houston, Texas, Preprint 3169, v. 2, p. 1059–1066.

    Google Scholar 

  12. Bennett, R. H., and Faris, J. R., 1979. Ambient and dynamic pore pressures in fine-grained submarine sediments: Mississippi delta. Applied Ocean Research, v. 1, p. 115–123.

    Article  Google Scholar 

  13. Doyle, E. H., 1973. Soil-wave tank studies of marine soil instability. Proceedings, Offshore Technology Conference, Houston, Texas, Preprint 1901, v. 2, p. 753–766.

    Google Scholar 

  14. Mitchell, R. J., Tsui, K. K., and Sangrey, D. A., 1972. Failure of submarine slopes under wave action. Proceedings 10th Coastal Engineering Conference, Vancouver, B.C., Canada, p. 1515–1542.

  15. Yamamoto, T., Takahashi, T., and Schuckman, B., 1981. Hydrogeomechanics of interactions between water waves and sediment beds; Part I—Laboratory experiments on wave induced pore pressures and stresses in sand beds and wave damping by soft clay beds. Technical Report, TR81-2, University of Miami, April, 35 p.

  16. Schuckman, B., and Yamamoto, T., 1982. Nonlinear mechanics of sea-seabed interactions; Part 2— Wave tank experiments on water wave damping by motion of clay beds. Technical Report TR82-1, University of Miami, April, 126 p.

  17. Nagai, T., Figueroa, L., and Yamamoto, T., 1983. Nonlinear mechanics of sea-seabed interactions; Part 3—Wave tank experiments on soil mass transport in clay beds. Technical Report 83008, University of Miami, Feb., 61 p.

  18. Yamamoto, T., Takahashi, S., and Schuckman, B., 1983. Physical modeling of sea-seabed interactions. Journal of Engineering Mechanics Division, American Society of Civil Engineers, v. 109, p. 54–72.

    Google Scholar 

  19. Cardone, V. J., and others, 1976. Hindcasting the directional spectra of hurricane-generated waves. Journal of Petroleum Technology, April, p. 385–394.

    Google Scholar 

  20. Bohlke, B. M., and Bennett, R. H., 1980. Mississippi prodelta crusts: A clay fabric and geotechnical analysis. Marine Geotechnology, v. 4, p. 55–82.

    Article  Google Scholar 

  21. Coleman, J. M., and others, 1980. Subaqueous sediment instabilities in the offshore Mississippi River delta. Bureau of Land Management Open File Report 80-01.

Download references

Author information

Authors and Affiliations

Authors

Rights and permissions

Reprints and permissions

About this article

Cite this article

Yamamoto, T. Experiments of wave-driven soil transport in clay beds. Geo-Marine Letters 2, 205–208 (1982). https://doi.org/10.1007/BF02462764

Download citation

  • Received:

  • Revised:

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02462764

Keywords

Navigation