Conclusion
The proposed probabilistic approach to calculation makes it possible to give a more objective estimate of the stability of earth slopes. Furthermore, in this case it is possible to isolate parameters which have the greatest effect on stability in order to conduct, if necessary, additional experimental investigations to refine them.
Similar content being viewed by others
Literature cited
N. A. Krasil'nikov, “Estimate of the accuracy of calculating the stability of slopes of earth dams in check calculations of slopes that failed,” Gidrotekh. Stroit., No. 10 (1982).
V. I. Rechitskii and É. G. Gaziev, “Method of probabilistic estimation of the stability of rock slopes,” Gidrotekh. Stroit., No. 3 (1978).
V. I. Rechitskii, “Use of the probabilistic method of calculating stability when designing slopes,” Gidrotekh. Stroit., No. 6 (1982).
I. S. Komarov, Collection and Processing of Data in Engineering-Geological Investigations [in Russian], Nedra, Moscow (1972).
V. S. Pugachev, Probability Theory and Mathematical Statistics [in Russian], Nauka, Moscow (1979).
L. N. Bol'shev and N. V. Smirnov, Tables of Mathematical Statistics [in Russian], Moscow (1983).
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 12, pp. 20–24, December, 1984.
Rights and permissions
About this article
Cite this article
Stefanishin, D.V. Calculation of slope stability with the use of the hypothesis of cylindrical surfaces of sliding. Hydrotechnical Construction 18, 590–595 (1984). https://doi.org/10.1007/BF01440640
Issue Date:
DOI: https://doi.org/10.1007/BF01440640