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Method of determining the deformation characteristics of an elastic foundation bed combining an elastic half-space and a winkler foundation bed

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. L. N. Repnikov, "Analysis of a beam on an elastic foundation bed incorporating the deformation properties of a Winkler foundation bed and a linearly deformable medium," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 6 (1967).

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  2. N. A. Tsytovich, Soil Mechanics [in Russian], Gosstroiizdat (1963).

  3. B. N. Zhemochkin, Analysis of Symmetrically Loaded Circular Plates on Elastic Foundations [in Russian], Izd. VIA (1938).

  4. L. I. Manvelov, "Analysis of beams on an elastic foundation with two moduli of subgrade reaction, and experimental justification of the analytical model for the foundation," Trudy NI AI VVS, No. 56 (1956).

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Authors
  1. S. Rakhimov
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  2. L. N. Repnikov
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 3–5, July–August, 1971.

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Rakhimov, S., Repnikov, L.N. Method of determining the deformation characteristics of an elastic foundation bed combining an elastic half-space and a winkler foundation bed. Soil Mech Found Eng 8, 234–238 (1971). https://doi.org/10.1007/BF01702692

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  • DOI: https://doi.org/10.1007/BF01702692

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