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Determination of the displacements of structures on foundations represented by a layer of finite thickness

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. Yu. A. Sobolevskii, “Method of calculating horizontal displacements of structures for conditions for the two-dimensional problem due to the action of a uniformly distributed horizontal load on the undersurface of a foundation,” in: Collection of Scientific Works of the Belorussian Polytechnic Institute [in Russian], No. 44 (VI), Minsk (1954).

  2. S. N. Yagolkovskii, “Determination of stresses and displacements in a two-layer elastic foundation due to the action of a uniformly distributed horizontal load,” in: Structural Mechanics and Calculation of Structures (Collection of Scientific Works of the Belorussian Polytechnic Institute [in Russian], Vysshaya Shkola, Minsk (1964).

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  3. S. N. Yagolkovskii, “Determination of the average integral values of horizontal displacements in an elastic layer of finite thickness,” Gidrotekh. Stroitel'., No. 9 (1969).

  4. A. Ya. Medvedev, “Strains and stresses in the foundations of rigid structures due to the action of vertical and horizontal loads,” in: Collection of the Scientific Research Institute of Foundations “Soil Mechanics” [in Russian], No. 34, Gosstroiizdat (1958).

  5. S. E. Birman, “Settlement of a rigid plate on a soil layer underlain by a rock foundation,” in: Engineering Collection [in Russian], Vol. 20 (1954).

  6. G. N. Watson, Theory of Bessel Functions [Russian translation], Izd. Inostr. Lit. (1954).

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Authors
  1. B. I. Kogan
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  2. O. A. Yurchenko
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 7, pp. 25–27, July, 1971.

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Kogan, B.I., Yurchenko, O.A. Determination of the displacements of structures on foundations represented by a layer of finite thickness. Hydrotechnical Construction 5, 636–639 (1971). https://doi.org/10.1007/BF02397661

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