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Three-parameter model of a soil base and pile field taking into account irreversible structural deformations of the soil

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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. B. G. Korenev, Problems of Calculating Beams and Slabs on an Elastic Base [in Russian], Gosstroiizdat (1954).

  2. V. A. Barvashov,“Combined models of a soil base,” Osn. Fundam. Mekh. Gruntov, No. 1 (1976).

  3. V. A. Barvashov, “Mathematical means and compatibility of models of soil bases,” Osn. Fundam. Mekh. Gruntov, No. 3 (1977).

  4. B. N. Zhemochkin and A. P. Sinitsyn, Practical Methods of Calculating Foundation Beams and Slabs on an Elastic Base (without Winkler's Hypothesis) [in Russian], Stroiizdat, Moscow (1947).

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  7. I. Ya. Shtaerman, “Distribution of pressure under a foundation in the presence of a plastic zone,” Sb. Trudov MISI, No. 14 (1956).

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  9. V. G. Fedorovskii, “Settlements of piles in homogeneous and multilayered bases,” in: Transactions of the First Baltic Conference on Soil Mechanics and Foundation Engineering [in Russian], Gdansk (1975).

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Authors and Affiliations

  1. Scientific-Research Institute of Bases and Underground Structures (NII Osnovanii), USSR

    V. A. Barvashov & V. G. Fedorovskii

Authors
  1. V. A. Barvashov
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  2. V. G. Fedorovskii
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 17–20, July–August, 1978.

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Barvashov, V.A., Fedorovskii, V.G. Three-parameter model of a soil base and pile field taking into account irreversible structural deformations of the soil. Soil Mech Found Eng 15, 256–263 (1978). https://doi.org/10.1007/BF02111773

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  • DOI: https://doi.org/10.1007/BF02111773

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