12. Designing the shape of soil slopes stable during seepage fluctuations in California hillsides
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Published:1991
N. B. Ilyinsky, A. R. Kacimov, N. D. Yakimov, 1991. "12. Designing the shape of soil slopes stable during seepage fluctuations in California hillsides", Slope stability engineering developments and applications: Proceedings of the international conference on slope stability organized by the Institution of Civil Engineers and held on the Isle of Wight on 15–18 April 1991, The Institution of Civil Engineers
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The ultimately stable slopes in the cases of seepage through the earth dam, under the sheet piling, and to the drainage trench are founded by the methods of linear differential equations, boundary-value problems, and hodograph of velocity.
INTRODUCTION
1, A STABLE SLOPE OF AN EARTH DAM
2. A STABLE BOUNDARY OF A DOWNSTREAM SLOPE
3. A STABLE PROFILE OF A DRAINAGE TRENCH
RESULTS
REFERENCES
