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Experience with the design and construction of residential buildings under increased soil pressures in Murmansk

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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. D. E. Pol'shin, N. Ya. Rudnitskii, Yu. A. Dykhovichnyi, and V. F. Michurin, "Experimenting with a significant increase in soil pressure in the foundation beds of large-block buildings," in: Soil Mechanics, No. 49, Scientific-Research Institute of Foundations and Underground Structures, Gosstroiizdat, Moscow (1962).

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  2. D. E. Pol'shin and N. Ya. Rudnitskii, "Method of studying soils with a test load during construction of sectional buildings," Author's Certificate No. 123338, Byull. Izobret. SSSR, No. 20 (1959).

  3. N. Ya. Rudnitskii and Yu. A. Dykhovichnyi, "A new method of foundation design," Zhilishchnoe Stroitel., No. 3 (1973).

  4. Instructions for the design of foundation beds and foundations for residential buildings with increased specified soil pressures under engineering-geologic conditions inherent to Moscow, NIIosnovanii, Upravlenie Mosproekt-1 (1975).

  5. V. G. Berezantsev, Computing the Strength of Foundation Beds for Structures [in Russian], Gosstroiizdat, Leningrad-Moscow (1960).

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Authors
  1. N. Ya. Rudnitskii
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  2. K. V. Malakhova
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  3. A. D. Apostolli
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Additional information

Scientific-Research Institute of Foundations and Underground Structures. Moscow State Trust for the Building of Residential Structures. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 4–6, September–October, 1976.

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Rudnitskii, N.Y., Malakhova, K.V. & Apostolli, A.D. Experience with the design and construction of residential buildings under increased soil pressures in Murmansk. Soil Mech Found Eng 13, 292–295 (1976). https://doi.org/10.1007/BF01705824

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  • DOI: https://doi.org/10.1007/BF01705824

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