NUMERICAL APPLICATIONS OF VARIATIONAL STABILITY APPROACH TO TWO-DIMENSIONAL LAYERED SLOPES
Author:
Affiliation:
1. THE JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1989/406/1989_406_273/_pdf
Reference17 articles.
1. 1) Arai, K. and Tagyo, K.: Determination of noncircular slip surface giving the minimum factor of safety in slope stability analysis, Soi. Fnd., Vol. 25, No. 1, pp. 43-51, 1985.
2. 2) Arai, K. and Nakagawa, M.: A new limit equilibrium analysis of slope stability based on lower bound theorem, Soi. Fnd., Vol. 28, No. 1, pp. 1-15, 1988.
3. 3) Baker, R. and Garber, M.: Theoretical analysis of the stability of slopes, Géotechnique 28, No. 4, pp. 395-411, 1978.
4. 4) Castillo, E. and Luceno, A.: A critical analysis of some variational methods in slope stability analysis, Int. J. Numer. Anal. Methods Geomech., Vol. 6, pp. 195-209, 1982.
5. 5) Chen, W. F.: Limit Analysis and Soil Plasticity, Elsevier Publishing Co., Amsterdam, Chapter 9. 3. 2, 1975.
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