Art

J-GLOBAL ID：200902023045820043   Reference number：86A0148448

Three-dimensional stability analysis of cohesive slopes.

粘性土斜面の三次元安定解析

Author (1)： UGAI KEIZO (群馬大工)
Material： 土木学会論文集  (Journal of Structural Mechanics and Earthquake Engineering)
Issue： 364  Page： 153-159  Publication year： Dec. 1985 
JST Material Number： F0028A  ISSN： 0289-7806  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： JAPANESE (JA)

Thesaurus term： cohesive soil ,...

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JST classification (1)： Slope stability,deformation by excavating  (RA03070L)

Reference (10)：

• 1) Baligh, M. M. and Azzouz, A. S.: End effects on stability of cohesive slopes, ASCE, Vol. 101, GT11, pp. 1105-1117, 1975.
• 2) Hovland, H. J.: Three-dimensional slope stability analysis method, ASCE, Vol. 103, GT9, pp. 971-986, 1977.
• 3) Azzouz, A. S., Baligh, M. M. and Ladd, C. C.: Three-dimensional stability analyses of four embankment failures, 10th ICSMFE, Vol. 3, pp. 343-346, 1981.
• 4) Chen, R. H. and Chameau, J. L.: Three-dimensional slope stability analysis, Proc. 4th International Conference on Numerical Methods in Geomechanics, Vol. 2, pp. 671-677, 1982.
• 5) Azzouz, A. S., Baligh, M. M. and Ladd, C. C.: Corrected field vane strength for embankment design, ASCE, Vol. 109, GT5, pp. 730-734, 1983.

Terms in the title (3)： 粘性土 ,  斜面 ,  安定解析