TECHNICAL PAPERS
Jan 1, 1983

Dynamic Response and Liquefaction of Earth Dams

Publication: Journal of Geotechnical Engineering
Volume 109, Issue 1

Abstract

A model for predicting the dynamic response and liquefaction of earth structures was developed. The model was based on Biot's theory for the propagation of elastic waves in a porous medium and an empirical relation put forth by Finn, et al. for the volumetric strain resulting from an applied shear strain. The finite element method was utilized to solve the equations. The model was applied to a hypothetical earth dam. The results of the analysis were compared to the observed liquefaction in the San Fernando dam and were shown to be reasonable.

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References

1.
Abdel‐Ghaffar, A. M., and Scott, R. F., “Shear Moduli and Damping Factors of Earth Dam,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. GT12, Proc. Paper 15034, Dec., 1979, pp. 1405–1526.
2.
Biot, M. A., “Mechanics of Deformation and Acoustic Propagation in Porous Media,” Journal of Applied Physics, Vol. 33, No. 4, 1962, pp. 1482–1498.
3.
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4.
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Finn, W. D. L., Byrne, P. M., and Martin, G. R., “Seismic Response and Liquefaction of Sands,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 102, No. GT8, Aug., 1976, pp. 841–856.
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Seed, H. B., et al., “The Slides in the San Fernando Dams During the Earthquake of February 9, 1971,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 101, No. GT7, Proc. Paper 11449, July, 1975, pp. 651–688.
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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 109Issue 1January 1983
Pages: 89 - 100

History

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

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Authors

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Tareg Ahmad Mansouri
Asst. Prof., Univ. of Petroleum and Minerals, Dhahran, Saudi Arabia
John D. Nelson
Prof., Civ. Engrg. Dept., Colorado State Univ., Fort Collins, Colo
Erik G. Thompson, M. ASCE
Prof., Civ. Engrg. Dept., Colorado State Univ., Fort Collins, Colo

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