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

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Literature cited

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    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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    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).

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

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    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).

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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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Keywords

  • Civil Engineer
  • Structural Foundation
  • Hydraulic Engineer
  • Residential Building
  • Soil Pressure