Art

J-GLOBAL ID：200902134709648509   Reference number：00A0971838

An approach to seismic permanent displacement of slopes.

斜面の地震時永久変位推定の一手法

Author (3)： RAZAGHI H R (Tohoku Univ., Sendai) ,  YANAGISAWA E (Hachinohe National Coll. Technol., Hachinohe) ,  KAZAMA M (Tohoku Univ., Sendai)
Material： 土木学会論文集  (Journal of Structural Mechanics and Earthquake Engineering)
Issue： 659  Page： 1-16  Publication year： Sep. 21, 2000 
JST Material Number： F0028A  ISSN： 0289-7806  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *slope ,...

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JST classification (2)： Slope stability,deformation by excavating  (RA03070L) ,  Natural disasters  (RA02030M)

Reference (17)：

• TERZAGHI, K. Mechanisms of landslides. Engineering geology(Berkey)Volume. 1950, 83-123
• SEED, H. B. Considerations in the earthquake-resistant design of earth and rockfill dams. Geotechnique. 1979, 29, 3, 215-263
• MARCUSON, W. F. Moderator's report for session on earth dams and stability of slopes under dynamic loads. Proc., Int.Conf.on recent adv.In Geotech.Earthquake Engrg.And Soil Dyn., Univ.of Missori. 1981, 3
• HYNES-GRIFFIN, M. E. Rationalizing the seismic coefficient method. Miscellaneous paper GL-84-13, U.S.Army Corps of Engineers. 1984
• NEWMARK, N. Effects of earthquakes on dams and embankments. Geotechnique. 1965, 15, 2, 139-160

Terms in the title (5)： 斜面 ,  地震 ,  永久変位 ,  推定 ,  手法