Statement and Solution of the Stability Problem for Slopes and Embankments as a Linear-Programming Problem
Soil Mechanics
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Abstract
The problem of determining the system of the forces of interaction between sections and the surrounding soil, which is most unsuitable with respect to slope stability, is solved for the working diagram of the “method of sections,” and stability is evaluated on this basis.
slope stability evaluation
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REFERENCES
- 1.Yu. I. Solov’ev, “Stability of slopes formed from a hypothetical soil,” Tr. Novosib. Inst. Inzh. Zheleznodor. Trans., No. 28, 83–97 (1964).Google Scholar
- 2.A. G. Dorfman, Exact analytical solution of new problems of the theory of slope stability, Problems of Geotechnics, Proceedings of the Dnepropetrovsk Institute of Railway Engineers [in Russian], Dnepropetrovsk (1977), pp. 53–57.Google Scholar
- 3.V. G. Fedorovskii and S. V. Kurillo, “Method of analysis for slope and embankment stability,” Geoekol., No. 7, 95–106 (1997).Google Scholar
- 4.N. N. Maslov, Soil Mechanics in Construction Practice [in Russian], Stroiizdat, Moscow (1977).Google Scholar
- 5.A. Bishop, “The use of the slip circle in the stability analysis of slopes,” Geotech., 5, No.1, 7–17 (1955).Google Scholar
- 6.A. L. Mozhevitinov and M. Shintemirov, “General method for analysis of slope stability of earth structures,” Izv. Vses. Nauchno-issled. Inst. Gidrotekh., 72, 11–12 (1970).Google Scholar
- 7.V. I. Erkhov, Theory of Ideally Plastic Bodies [in Russian], Nauka, Moscow (1978).Google Scholar
- 8.Yu. M. Pochtman and A. L. Kolenichenko, Methods of Mathematical Optimization in Soil Mechanics [in Russian], Vishcha Shkola, Kiev-Donetsk (1977).Google Scholar
- 9.S. I. Zukhovitskii and L. I. Avdeeva, Linear And Convex Programming [in Russian], Moscow (1964).Google Scholar
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