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Consideration of the increase of the modulus of elasticity of soil with increase of depth when calculating beams on a homogeneous supporting soil

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. G. K. Klein, “Calculation of beams of a solid foundation continuously inhomogeneous with depth,” in: Structural Mechanics, Collection of Works of the Moscow Institute of Urban Construction Engineers [in Russian], Mosgorispolkom, No. 3 (1954).

  2. G. K. Klein, “Consideration of discontinuity, continuity, and other mechanical properties of soils when calculating structures on a solid foundation,” in: Collection of Works of the Moscow Institute of Civil Engineers [in Russian], No. 14 (1956).

  3. B. N. Zhemochkin and A. P. Sinitsyn, Practical Methods of Calculating Foundation Beams and Slabs on an Elastic Support Soil [in Russian], Gosstroiizdat (1962).

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Authors
  1. G. K. Klein
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  2. A. E. Duraev
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 7, pp. 19–21, July, 1971.

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Klein, G.K., Duraev, A.E. Consideration of the increase of the modulus of elasticity of soil with increase of depth when calculating beams on a homogeneous supporting soil. Hydrotechnical Construction 5, 627–630 (1971). https://doi.org/10.1007/BF02397659

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  • DOI: https://doi.org/10.1007/BF02397659

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