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Outline of an earth slope in the waterline part of large canals and reservoirs

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. A. I. Laksberg and V. P. Troitskii, “Experimental investigations of canals with a curved cross section in noncohesive soils,” Tr. Leningr. Politekh. Inst., No. 361 (1978).

  2. P. L. Ivanov, Soils and Foundations of Hydraulic Structures [in Russian], Vysshaya Shkola, Moscow (1985).

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  3. V. V. Sokolovskii, Statics of a Granular Mass [in Russian], Fizmatgiz, Moscow (1960).

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  4. R. R. Chugaev, Earth Hydraulic Structures [in Russian], Énergiya, Leningrad (1967).

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  5. A. D. Girgidov, “Variational method of calculating slope stability,” Izv. VNIIG,88 (1969).

  6. A. L. Mozhevitinov and M. Shintemirov, “General method of calculating slope stability of earth structures,” Izv. VNIIG,92 (1970).

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Authors
  1. A. D. Girgidov
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Translated from Gidrotekhnickeskoe Stroitel'stvo, No. 8, pp. 35–38, August, 1987.

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Girgidov, A.D. Outline of an earth slope in the waterline part of large canals and reservoirs. Hydrotechnical Construction 21, 488–493 (1987). https://doi.org/10.1007/BF01424785

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  • DOI: https://doi.org/10.1007/BF01424785

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