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Stress-strain distribution in base and foundation mat of reactor section of nuclear power plant built on sandy soil

  • Foundation Engineering
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. K. E. Egorov and N. S. Sokolov, “Deformation characteristics of soil bases of reactor sections of nuclear power plants,” Osn., Fundam. Mekh. Gruntov, No. 4, 14–17 (1985).

  2. G. E. Lazebnik, L. A. Berdichevskii, and A. A. Smirnov, “Investigations of reactor section foundation at the Zaporozhe Nuclear Power Plant,” Énerg. Stroit., No. 12, 60–62 (1985).

  3. G. E. Lazebnik, “Soil contact dynamometer with increased measurement range, ”Éxpress Inf., Ser. 10, No. 3, TsBNTI Minvodkhoza SSSR (1982).

  4. Automation Devices Produced by the Organization of the Ministry of Power and Electrification (Minénergo) of the USSR. Catalog of Industrial Equipment [in Russian], Informénergo, Moscow (1979).

  5. Handbook of Observations on Deformations of Bases and Foundation of Buildings and Structures [in Russian], Stroiizdat, Moscow (1975).

  6. SNiP II-16-76, Bases of Hydraulic Structures [in Russian].

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  8. G. I. Pleskov, A. F. Abrosimov, V. V. Maiboroda, and P. F. Pankov, “Problems pertaining to foundations of reactor sections of nuclear power plants,” Énerg. Stroit., No. 7, 30–31 (1985).

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Authors
  1. G. E. Lazebnik
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  2. L. A. Berdichevskii
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  3. A. A. Smirnov
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  4. N. S. Sokolov
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Additional information

Kiev Branch of the “Atoménergoproekt” Institute. VNIIOSP Institute. Translated from Osnovaniya, Fundamenty i Mekhanika Grunov, No. 2, pp. 12–14, March–April, 1988.

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Lazebnik, G.E., Berdichevskii, L.A., Smirnov, A.A. et al. Stress-strain distribution in base and foundation mat of reactor section of nuclear power plant built on sandy soil. Soil Mech Found Eng 25, 57–62 (1988). https://doi.org/10.1007/BF01704523

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  • DOI: https://doi.org/10.1007/BF01704523

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