Comparison of 2‐D and 3‐D Dynamic Analyses of Earth Dams
Publication: Journal of Geotechnical Engineering
Volume 109, Issue 11
Abstract
Considerable judgment is required to estimate the overall three‐dimensional dynamic response of a dam in a narrow canyon from plane strain analyses of individual sections of the dam. Accordingly, the purpose of this paper is to present a comparison between the results of three‐dimensional and two‐dimensional dynamic analyses of two dams with different canyon geometries. From this comparison the conditions under which three‐dimensional behavior is of importance in the dynamic response of a dam are determined. Additionally, the applicability of two‐dimensional analyses for the determination of the dynamic behavior of dams in steep walled canyons is evaluated.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Ambraseys, N. N., “On the Shear Response of a Two Dimensional Wedge Subjected to an Arbitrary Disturbance,” Bulletin of the Seismological Society of America, Vol. 50, Jan., 1960, pp. 45–56.
2.
Goodman, R. E., and Seed, H. B., “Earthquake Induced Displacements in Sand Embankments,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 92, SM2, Mar., pp. 125–146.
3.
Hatanaka, M., “Fundamental Considerations on the Earthquake Resistant Properties of the Earth Dam,” Bulletin No. 11, Disaster Prevention Research Institute, Kyoto University, Kyoto, Japan, 1955.
4.
Kagawa, T., Mejia, L. H., Seed, H. B., and Lysmer, J., “TLUSH: A Computer Program for the Three‐Dimensional Dynamic Analysis of Earth Dams,” Report No. UCB/EERC‐81/14, Earthquake Engineering Research Center, University of California, Berkeley, Calif., Sept., 1981.
5.
Kramer, R. W., McDonald, R. B., Tiedeman, D. A., and Viksne, A., “Dynamic Analysis of Tsengwen Dam, Taiwan, Republic of China,” United States Department of the Interior, Bureau of Reclamation, Washington, D.C., 1975.
6.
Lysmer, J., Udaka, T., Tsai, C. F., and Seed, H. B., “FLUSH: A Computer Program for Approximate 3‐D Analysis of Soil‐Structure Interaction Problems,” Report No. EERC‐75‐30, Earthquake Engineering Research Center, University of California, Berkeley, Calif., Nov., 1975.
7.
Makdisi, F. I., “Performance and Analysis of Earth Dams During Strong Earthquakes,” thesis presented ot the University of California, at Berkeley, Calif., in 1976, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
8.
Makdisi, F. I., and Seed, H. B., “A Simplified Procedure For Estimating Earthquake‐Induced Deformations in Dams and Embankments,” Report No. EERC 77‐19, Earthquake Engineering Research Center, University of California, Berkeley, Calif., Aug., 1977.
9.
Makdisi, F. I., Seed, H. B., and Idriss, I. M., “Analysis of Chabot Dam During the 1906 Earthquake,” Proceedings, ASCE Geotechnical Engineering Division, Specialty Conference on Earthquake Engineering and Soil Dynamics, Pasadena, Calif., June, 1978.
10.
Majia, L. H., “Three‐Dimensional Dynamic Response Analysis of Earth Dams,” thesis presented to the University of California, at Berkeley, Calif., in 1981, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
11.
Mejia, L. H., Seed, H. B., and Lysmer, J., “Dynamic Analysis of Earth Dams in Three Dimensions,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 108, No. GT12, Dec., 1982, pp. 1586–1604.
12.
Newmark, N. M., “Effects of Earthquakes on Dams and Embankments,” Geotechnique, Vol. 15, No. 2, June, 1965, pp. 139–173.
13.
Seed, H. B., Lee, K. L., and Idriss, I. M., “An Analysis of the Sheffield Dam Failure,” Journal of the Soil Mechanics and Foundation Engineering Division, ASCE, Vol. 94, No. SM6, Nov., 1969.
14.
Seed, H. B., Idriss, I. M., Makdisi, F., and Banerjee, N., “Representation of Irregular Stress Time Histories by Equivalent Uniform Stress Series in Liquefaction Analyses,” Report No. EERC 75‐29, Earthquake Engineering Research Center, University of California, Berkeley, Calif., Oct., 1975.
15.
Seed, H. B., Lee, K. L., Idriss, I. M., and Makdisi, F., “Analysis of the Slides in the San Fernando Dams During the Earthquake of February 9, 1971,” Report No. EERC 73‐2, Earthquake Engineering Research Center, University of California, Berkeley, Calif., 1973.
16.
Serff, N., Seed, H. B., Makdisi, F. I., and Chang, C. Y., “Earthquake Induced Deformations of Earth Dams,” Report No. EERC 76‐4, Earthquake Engineering Research Center, University of California, Berkeley, Calif., Sept., 1976.
17.
Severn, R. T., Jeary, A. P., Ellis, B. R., and Dungar, R., “Prototype Dynamic Studies on a Rockfill Dam and on a Buttress Dam,” Proceedings of the Thirteenth International Congress on Large Dams, Q. 51, R. 16, New Delhi, 1979.
Information & Authors
Information
Published In
Copyright
Copyright © 1983 ASCE.
History
Published online: Nov 1, 1983
Published in print: Nov 1983
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.