TECHNICAL PAPERS
Jan 1, 1986

Earthquake Induced Displacements of Sliding Blocks

Publication: Journal of Geotechnical Engineering
Volume 112, Issue 1

Abstract

A method is presented for evaluating the earthquake‐induced permanent displacements for sliding blocks. Given the distributions of the limiting accelerations and the ground motion parameters, this method will give the probability distribution of the permanent displacements. The mechanism by which the permanent displacements are induced in a step‐wise fashion is incorporated. In addition, an equivalent stationary motion model is employed for ground accelerations. To facilitate general applications, conditional distributions for permanent displacements are also given based upon site soil conditions. A numerical example is also worked out in detail.

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References

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Franklin, A. G., and Chang, F. K., “Earthquake Resistance of Earth and Rock‐Fill Dams: Permanent Displacement of Earth Embankments by Newmark Sliding Block Analysis,” Misc. Paper S‐71‐17, Report 5, US Army Engineer Waterways Experiment Station, Vicksburg, MS, 1977.
2.
Gasparini, D. A., and Vanmarcke, E. H., “Simulated Earthquake Motions Compatible with Response Spectra,” Research Report, No. R76‐4, Dept. of Civil Engineering, MIT, 1976.
3.
Lin, J. S., Whitman, R. V., and Vanmarcke, E. C., “Equivalent Stationary Motion for Liquefaction Study,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 109, No. GT8, 1983, pp. 1117–1121.
4.
Lin, J. S., “Probabilistic Evaluation of the Seismically‐Induced Permanent Displacements in Earth Dams,” Research Report No. R82‐21, Dept. of Civil Engineering, MIT, 1982.
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Newmark, N. M., “Effect of Earthquakes on Dams and Embankments,” Geotechnique, Vol. 15, No. 2, 1965, pp. 139–160.
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Sarma, S. K., “Seismic Stability of Earth Dams and Embankments,” Geotechnique, London, England, Vol. 25, No. 4, 1975, pp. 743–761.
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Sarma, S. K., and Bhave, M. V., “Critical Acceleration versus Static Factor of Safety in Stability Analysis of Earth Dams and Embankments,” Geotechnique, Vol. 24, No. 4, 1974, pp. 661–665.
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Vanmarcke, E. H., and Lai, P. S., “Strong Motion Duration and RMS Amplitude of Earthquake Records,” Bulletin of the Seismological Society of America, Vol. 70, No. 4, 1980, pp. 1293–1307.
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Vanmarcke, E. H., “Structural Response to Earthquakes,” Seismic Risk and Engineering Decisions, C. Lomnitz and E. Rosenblueth, Eds., Elsevier Publishing Co., Chapt. 8, 1977.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 112Issue 1January 1986
Pages: 44 - 59

History

Published online: Jan 1, 1986
Published in print: Jan 1986

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Authors

Affiliations

Jeen‐Shang Lin
Asst. Prof., Dept. of Construction Engrg. and Tech., National Taiwan Inst., of Technology, 43, Sec. 4, Keelung Road, Taipei, Taiwan, Republic of China
Robert V. Whitman, F. ASCE
Prof., Dept. of Civ. Engrg., Massachusetts Inst., of Technology, Cambridge, MA

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