Experiments and Theory of Wave‐Soil Interactions
Publication: Journal of Engineering Mechanics
Volume 110, Issue 1
Abstract
Wave damping and motion of clay beds are measured in a wave tank for various soil and wave conditions. The propagator matrix theory for continuously layered plasto‐elastic beds is used to model the wave‐soil interactions. In most cases, the theory agrees well with the experimental results. Wave damping and bed motion increase nonlinearly with wave height. Wave damping mechanism of clay beds is the Coulomb friction between grains. Model‐prototype scaling examples are made for application of the model data to design situations.
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References
1.
Aki, K., and Richards, P. G., Quantitative Seismology, Vol. 1, W. H. Freeman and Company, San Francisco, Calif., 1980, p. 557.
2.
Aisiks, E. G., and Tarshansky, I. W., “Soil Studies for Seismic Design of San Francisco Transbay Tube,” Proceedings, Symposium on Earthquake and Vibration Effects on the Behavior of Soils and Foundations, ASTM, San Francisco, Calif., 1968.
3.
Arango, I., Moriwaki, Y., and Brown, F., “In‐Situ and Laboratory Shear Velocity and Modulus,” Proceedings, Geotechnical Engineering Division Spedalty Conference on Earthquake Engineering and Soil Dynamics, Vol. 1, ASCE, 1978, pp. 198–213.
4.
Arnold, P., “Finite Element Analysis—A Basis for Sea‐Floor Soil Movement Design Criteria,” Proceedings, Fifth Annual Offshore Technology Conference, Houston, Tex., Vol. 2, Paper No. OTC 1900, 1973, pp. 743–752.
5.
Bea, R. G., et al., “Wave‐Induced Slides in South Pass Block 70, Mississippi Delta,” Preprint 80‐506, ASCE, Annual Convention, Hollywood, Fla., 1980.
6.
Coleman, J. M., et al. “Subaqueous Sediment Instabilities in the Offshore Mississippi Delta,” Bureau of Land Management Open File Report 80.01, 1980.
7.
Dalrymple, R. A., and Liu, P. L. F., “Wave over Soft Muds: A Two‐Layer Fluid Model,” Journal of Physical Oceanography, Vol. 8, 1978, pp. 1121–1131.
8.
Esrig, M. I., Ladd, R. S., and Bea, R. G., “Material Properties of Submarine Mississippi Delta Sediments Under Simulated Wave Loadings,” Proceedings, Seventh Annual Offshore Technology Conference, Houston, Tex., Paper No. OTC 2188, 1975, pp. 399–411.
9.
Gade, H. G., “Effects of a Non‐Rigid, Impermeable Bottom on Plane Surface Waves in Shallow Water,” Journal of Marine Research, Vol. 16, 1957, pp. 61–82.
10.
Gershowitz, R., and Liao, J., “Engineering Properties of Marine Sediments—Gulf of Paria, Trinidad, W.I.,” Proceedings, Fourth Annual Offshore Technology Conference, Houston, Tex., Vol. 2, Paper No. OTC 1650, 1972, pp. 333–342.
11.
Gilbert, F., and Backus, G. E., “Propagator Matrices in Elastic Wave and Vibration Problems, Geophysics,” Vol. 31, No. 2, 1966, pp. 326–332.
12.
Hardin, B. O., and Black, W. L., “Vibration Modulus of Normally Consolidated Clay,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 94, 1968, pp. 353–369.
13.
Hardin, B. O., and Drenovich, V. P., “Shear Modulus and Damping in Soils: Design Equations and Curves,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 98, 1972, pp. 667–693.
14.
Hsiao, S. V., and Shemdin, O. H., “Interaction of Ocean Waves with a Soft Bottom,” Journal of Physical Oceanography, Vol. 10, 1980, pp. 605–610.
15.
Hudson, J. A., “The Excitation and Propagation of Elastic Waves,” Cambridge University Press, London, England, 1980, p. 224.
16.
Hunt, J. N., “On the Damping of Gravity Waves Propagated Over a Permeable Surface,” Journal of Geophysical Research, Vol. 64, 1959, pp. 437–442.
17.
Koutsoftas, D. C., “Effect of Cyclic Loads on Undrained Strength of Two Marine Clays,” Journal of Geotechnical Engineering Division, ASCE, Vol. 104, No. GT5, 1978, pp. 609–620.
18.
Kovacs, W. D., Seed, H. B., and Chan, C. K., “Dynamic Moduli and Damping Ratios for a Soft Clay,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 97, 1971, pp. 59–75.
19.
Lee, K. L., and Focht, J. A., Jr., “Cyclic Testing of Soil for Ocean Wave Loading Problems,” Proceedings, Seventh Annual Offshore Technology Conference, Houston, Tex., Paper No. OTC 2183, 1975, pp. 343–354.
20.
Reid, R. O., and Kajiura, K., “On the Damping of Gravity Waves Over a Permeable Seabed,” Transactions, American Geophysical Union, 1957, pp. 662–666.
21.
Saada, A. S., Bianchini, G. F., and Shook, L. P., “The Dynamic Response of Anisotrophic Clay,” Proceedings, Geotechnical Engineering Division Specialty Conference on Earthquake Engineering and Soil Dynamics, Vol. II, ASCE, 1978, pp. 777–801.
22.
Seed, H. B., and Idriss, I. M., “Soil Moduli and Damping Factors for Dynamic Response Analysis,” Report No. EERC 70‐10, University of California, Berkeley, Calif., 1970.
23.
Schuckman, B., and Yamamoto, T., “Nonlinear Mechanics of Sea‐Seabed Interactions; Part‐II, Wave Tank Experiments on Water Wave Damping by Motion of Clay Beds,” Technical Report for NSF, TR 82‐1, Rosenstiel School of Marine and Atmospheric Science, University of Miami, Miami, Fla., Mar., 1982.
24.
Shannon and Wilson, “Soil Behavior Under Earthquake Loading Conditions,” State of Art Report prepared for Union Carbide Corporation, Oak Ridge National Laboratory, Oak Ridge, Tenn., 1970.
25.
Stoll, D. R., “Acoustic Waves in Ocean Sediments,” Geophysics, Vol. 42, 1977, pp. 715–725.
26.
Thiers, G. R., and Seed, H. G., “Strength and Strain Characteristics of Clay Subjected to Seismic Loading Conditions,” Proceedings, Symposium on Vibration Effects of Earthquakes on Soils and Foundations, ASTM, STP 450, 1969, pp. 3–56.
27.
Wilson, S. D., and Dietrick, R. J., “Effect of Consolidation Pressure on Elastic and Strength Properties of Clay,” Proceedings, the Research Conference on Shear Strength of Cohesive Soils, ASCE, Boulder, Colo., 1960.
28.
Wright, S. G., and Dunham, R. S., “Bottom Stability Under Wave‐Induced Loading,” Preprints, Fourth Annual Offshore Technology Conference, Houston, Tex., Vol. 1, Paper No. OTC 1603, 1972, pp. 853–862.
29.
Van Dorn, W. G., “Boundary Dissipation of Oscillatory Waves,” Journal of Fluid Mechanics, Vol. 87, Part 1, 1966, pp. 193–206.
30.
Yamamoto, T., “Nonlinear Mechanics of Water Wave Interactions with Sediment Beds,” Applied Ocean Research, Vol. 4, No. 2, 1982, pp. 99–106.
31.
Yamamoto, T., “On the Response of a Coulomb‐Damped Poro‐Elastic Bed to Water Waves,” Marine Geotechnology, Vol. 5, No. 2, Nov., 1983, pp. 93–130.
32.
Yamamoto, T., “Numerical Integration Method for Seabed Response to Water Waves,” Journal of Soil Dynamics and Earthquake Engineering, Vol. 2, No. 2, Apr., 1983, pp. 1–9.
33.
Yamamoto, T., Takahashi, S., and Schuckman, B., “Physical Modeling of Sea‐Seabed Interactions,” Journal of the Engineering Mechanics Division, ASCE, Vol. 109, No. 1, Feb., 1982, pp. 54–72.
34.
Yamamoto, T., Takahashi, S., Schuckman, B., “Hydro‐Geo Mechanics of Interactions Between Water Waves and Sediment Beds: Part 1—Laboratory Experiments on Wave Induced Pore Pressures and Stresses in Sand Beds and Wave Damping by Soft Clay Beds,” Technical Report for NSF, TR81‐2, Rosenstiel School of Marine and Atmospheric Science, University of Miami, Miami, Fla., Apr., 1981.
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Published online: Jan 1, 1984
Published in print: Jan 1984
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