SS-NEWMARK MODEL FOR EARTHQUKE-INDUCED SLOPE FAILURE
Author:
Affiliation:
1. 中央大学 理工学部都市環境学科
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscejj/79/8/79_23-00083/_pdf
Reference15 articles.
1. 1) Newmark, N. M. : Effects of earthquakes on dams and embankments, Fifth Rankine Lecture, Geotechnique, Vol. 15, pp. 139-159, 1965.
2. 2) Sarma, S. K. : Seismic stability of earth dams and embankments, Geotechnique, Vol. 25, No. 4, pp. 743-761, 1975.
3. 3) Crespellani, T., Madiai, C. and Vannucchi, G. : Earthquake destructiveness potential factor and slope stability, Geotechnique, Vol. 48, No. 3, pp. 411-419, 1998.
4. 4) Makdisi, F. I. and Seed H. B. : Simplified procedure for estimating dam and embankment earthquake-induced deformations, Journal of Geotechnical Engineering Div., ASCE, Vol. 104, No. GT7, pp. 849-867, 1978.
5. 5) Watanabe, H., Sato, S. and Murakami, K. : Evaluation of earthquake-induced sliding in rockfill dams, Soils and Foundations, Vol. 24 (3), pp. 1-14, 1984.
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