EQUIVALENT SINGLE DEGREE OF FREEDOM METHOD FOR NONLINEAR DYNAMIC ANALYSIS OF EMBANKMENT
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Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscejseee/73/1/73_174/_pdf
Reference6 articles.
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3. 6) Yasuda, S. and Fujioka, K. : Study on the method for the seismic design of expressway embankments, Special Topics in Earthquake Geotechnical Engineering, Geotechnical, Geological and Earthquake Engineering, Vol. 16, pp. 241-272, 2011.
4. 15) Kramer, S. L. and Smith, M. W. : Modified Newmark model for seismic displacements of compliant slopes, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 123, No. 7, pp. 635-644, 1997.
5. 16) Razaghi, H. R., Yanagisawa, E. and Kazama, M. : An approach to seismic permanent displacement of slopes, J. Geotech. Eng., JSCE, No. 659/III-52, pp. 1-16, 2000.
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