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Design of foundations taking into account the superstructure behavior and inelastic deformations of soil and reinforced concrete

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

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Literature cited

  1. Yu. A. Dykhovichnyi, "The choice of foundations for multistoreyed buildings," Stroitel'stvo i Arkhitektura, No. 1 (1966).

  2. A. M. Gorlov and R. V. Serebryanyi, Automatized Calculations for Rectangular Plates on Elastic Foundations [in Russian], Stroiizdat, (1968).

  3. V. I. Solomin, V. N. Shirokov, and E. A. Komarov, "Design of a rectangular plate resting on an elastic layer of limited thickness," Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, (1968)

  4. T. A. Malikova, "Computer analysis of large rectangular plates," Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4 (1968).

  5. A. A. Gvozdev, N. I. Karpenko, and S. M. Krylov, "Theoretical and experimental investigations into the behavior of cracked reinforced concrete under uniform and nonuniform stress conditions," in: Perfection of Methods for the Analysis of Statically Indeterminate Reinforced Concrete Structure, Stroiizdat (1968).

  6. S. A. Rivkin, Design of Foundations, [in Russian], Budivelnik (1967).

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Authors
  1. S. A. Rivkin
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 14–17, November–December, 1969.

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Rivkin, S.A. Design of foundations taking into account the superstructure behavior and inelastic deformations of soil and reinforced concrete. Soil Mech Found Eng 6, 402–406 (1969). https://doi.org/10.1007/BF01838274

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  • DOI: https://doi.org/10.1007/BF01838274

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