TECHNICAL NOTES
Jul 1, 1983

Stresses Due to Wave‐Induced Bottom Pressures

Publication: Journal of Geotechnical Engineering
Volume 109, Issue 7

Abstract

Some characteristics of wave-seabed interaction are described, and stresses and displacements from an elastic, static analysis for a sinusoidal stress wave acting on a homogeneous half space are compared with results from a dynamic, nonlinear, layered continuum analysis. The elastic approach provides a good estimate of the soil shear stresses induced by bottom pressures if the strength profile can be represented by a near straight line with a constant value or positive slope. This simple approach does not usually provide a good estimate of either the magnitude or pattern of the shear stresses if the strength profile has a crustal zone. This elastic method often provides a good preliminary estimate of the lateral soil motion.

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References

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Bea, R. G., and Aurora, R. P., “Simplified Evaluation of Seafloor Stability,” Proceedings, 13th Annual Offshore Technology Conference, Houston, Vol. 1, 1981, pp. 223–239.
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Dawson, T. H., “Wave Propagation Over a Deformable Sea Floor,” Ocean Engineering, Vol. 5, No. 4, 1978, pp. 227–234.
3.
Dawson, T. H., Suhayda, J. N., and Coleman, J. M., “Correlation of Field Measurements with Elastic Theory of Sea‐Floor Response to Surface Waves,” Proceedings, 13th Offshore Technology Conference, Houston, Vol. 1, 1981, pp. 201–210.
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Schapery, R. A., and Dunlap, W. A., “Prediction of Storm‐Induced Sea Bottom Movement and Platform Forces,” Proceedings, 10th Offshore Technology Conference, Houston, Vol. 3, 1978, pp. 1789–1796.
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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 109Issue 7July 1983
Pages: 986 - 994

History

Published online: Jul 1, 1983
Published in print: Jul 1983

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Authors

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Leland M. Kraft, Jr., M. ASCE
Manager, Special Projects Group, McClelland Engineers, Inc., Houston, Tex. 77081
Steven C. Helfrich, A. M. ASCE
Geotechnical Engrg., McClelland‐Suhaimi Ltd., Dammam, Saudi Arabia

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