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Consideration of the resistance of the upstream face when calculating seepage of earth dams on an impermeable foundation

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. Liu Hsuan Lieh, “Seepage through earth dams on a permeable foundation for different permeabilities of the soils of the embankment and foundation,”, Gidrotekh. Stroitel'., No. 8 (1958).

  2. A. Ya. Oleinik, “Calculation of seepage through earth dams,” Gidrotekh. Stroitel'., No. 1 (1965).

  3. G. K. Mikhailov, “Seepage in trapezoidal dams on a horizontal confining bed,” Gidrotekhnika i Melioratsiya. No. 1 (1952).

  4. SNiP II-I. 4-62,Earth Dams [in Russian], Gosstroiizdat (1963).

  5. V. M. Shestakov, “Calculation of seepage through earth dams on a permeable bed,” Gidrotekh. Stroitel'., No. 1 (1957).

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Authors
  1. V. F. Kondrat'ev
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 6, pp. 30–32, June, 1968.

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Kondrat'ev, V.F. Consideration of the resistance of the upstream face when calculating seepage of earth dams on an impermeable foundation. Hydrotechnical Construction 2, 504–506 (1968). https://doi.org/10.1007/BF02378132

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  • DOI: https://doi.org/10.1007/BF02378132

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