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Nomograms for hydromechanical calculation of plane steady-state seepage under a flat unsubmerged impervious foundation slab

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. N. N. Pavlovskii, Theory of Ground-Water Movement under Hydraulic Engineering Installations and Its Basic Propositions (PB. 1922). Collected Works [in Russian], Vol. 2, Izd-vo AN SSSR, Moscow-Leningrad (1956).

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  2. P. F. Fil'chakov, The Theory of Seepage under Hydraulic Engineering Installations [in Russian], Vols. 1, 2. Izd-vo AN Ukrainian SSR (1959, 1960).

  3. B. P. Ruplis, “Practical application of engineering procedures for the calculation of seepage under foundation slabs,” Nauchnye Trudy Lit. SKhA. Kaunas,9, No. 1 (12) (1961).

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Authors
  1. B. P. Ruplis
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 12, pp. 36–38, December, 1970.

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Ruplis, B.P. Nomograms for hydromechanical calculation of plane steady-state seepage under a flat unsubmerged impervious foundation slab. Hydrotechnical Construction 4, 1143–1145 (1970). https://doi.org/10.1007/BF02397598

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  • DOI: https://doi.org/10.1007/BF02397598

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