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Combined work of a building and foundation soil under conditions of large deformations during consolidation of a loess stratum by the weight of the structure

  • Construction Under Special Soil Conditions
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. Building Standards and Regulations, part II, section B, chapter 1, Foundation Soils of Buildings and Structures. Design Standards (SNiP II-B.1.62) [in Russian].

  2. K. E. Egorov, Distribution of Stresses and Displacements in a Two-Layered Foundation Soil of a Strip Foundation. Collection of Works of the Research Department of the Pile and Natural Foundations Trust [in Russian], No. 10 Stroiizdat (1939).

  3. K. E. Egorov and O. D. Shilova, "Deformation of a finite bed under the effect of an eccentric load on a strip foundation," Sbornik Trudov NII Osnovanii "Mekhanika gruntov" [in Russian], No. 49 Gosstroiizdat (1962).

  4. P. P. Shagin, Strength and Stability of Frameless Apartment Houses Constructed of Prefabricated Elements on Severely and Nonuniformly Compressible Soils [in Russian] Gosstroiizdat (1961).

  5. V. Z. Vlasov and E. V. Leon'tev, Beams, Plates, and Shells on an Elastic Foundation [in Russian] Fizmatgiz (1960).

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Authors and Affiliations

  1. Groznyi

    B. I. Chernyi, G. I. Kravtsov, A. P. Pshenichkin & T. A. Mal'tsev

Authors
  1. B. I. Chernyi
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  2. G. I. Kravtsov
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  3. A. P. Pshenichkin
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  4. T. A. Mal'tsev
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 13–16, May–June, 1965

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Chernyi, B.I., Kravtsov, G.I., Pshenichkin, A.P. et al. Combined work of a building and foundation soil under conditions of large deformations during consolidation of a loess stratum by the weight of the structure. Soil Mech Found Eng 2, 157–162 (1965). https://doi.org/10.1007/BF01703695

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  • DOI: https://doi.org/10.1007/BF01703695

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