2‐D Elastoplastic Seismic Shear Response of Earth Dams: Applications
Publication: Journal of Engineering Mechanics
Volume 113, Issue 5
Abstract
The method presented in the companion paper is applied herein to analyze the nonlinear earthquake response of an earth dam; the entire time history of the response quantities, including permanent deformation of the dam, are calculated. Two different input ground motion cases are considered: a moderate and a strong shaking with very different frequency characteristics. Comparative studies are conducted to examine the influence of two‐dimensionality, nonlinearity, nonhomogeneity, modal expansion, modal coupling, and the multidimensional stress interaction on the response. The results are also compared to those obtained by an elaborate finite element analysis. The comparative study reveals significant response differences between one‐ and two‐dimensional analyses, homogeneous and nonhomogeneous models, moderate and strong shakings, and one‐ and multi‐mode solution expansions. In addition, the comparison indicates that the simplified method proposed can be used to reliably estimate the nonlinear earthquake response of earth dams modeled as 2‐D shear wedges.
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References
1.
Abdel‐Ghaffar, A. M., and Scott, R. F., “Analysis of an Earth Dam Response to Earthquakes,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. 12, Dec., 1979, pp. 1379–1404.
2.
Abdel‐Ghaffar, A. M., and Scott, R. F., “Vibration Tests of a Full‐Scale Earth Dam,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 107, No. 3, Mar., 1981, pp. 241–269.
3.
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5.
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6.
Elgamal, A.‐W. M., Abdel‐Ghaffar, A. M., and Prevost, J.‐H., “2‐D Elastoplastic Seismic Shear Response of Earth Dams: I. Theory,” Journal of Engineering Mechanics, ASCE, Vol. 113, No. 5, May, 1987, pp. 689–701.
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Prevost, J.‐H., Abdel‐Ghaffar, A. M., and Lacy, S. J., “Nonlinear Dynamic Analysis of an Earth Dam: A Comparative Study,” Journal of Geotechnical Engineering, ASCE, Vol. 111, No. 7, Jul., 1985, pp. 882–897.
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Copyright © 1987 ASCE.
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Published online: Jan 1, 1987
Published in print: Jan 1987
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