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Elastoplastic Design of Beds for Shallow Foundations

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Soil Mechanics and Foundation Engineering Aims and scope

A modern design of beds for shallow foundations is analyzed. A method is presented for the elastoplastic design of beds based on the finite-element method. Results are presented for numerical calculations.

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References

  1. N. A. Tsytovich, Soil Mechanics [in Russian], fourth edition, refinements and additions, Stroiizdat, Moscow (1963).

  2. Building Code 22.13330.2011. Beds of Buildings and Structures. Updated Edition of Construction Rule and Regulation 2.02.01-83* [in Russian].

  3. A. K. Bugrov, “Application of the dissociative law of plastic flow to the mixed problem of the theory of elasticity and theory of plasticity of soils,” Tr. Leningr. Politekh. Inst., No. 354, 43-49 (1976).

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Authors and Affiliations

  1. Voronezh State Architectural and Civil-Engineering University, Voronezh, Russia

    D. M. Shapiro & Yu. A. Gotman

  2. GIP OOO “Podzemproekt”, Moscow, Russia

    D. M. Shapiro & Yu. A. Gotman

Authors
  1. D. M. Shapiro
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  2. Yu. A. Gotman
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 19-23, July-August, 2013.

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Shapiro, D.M., Gotman, Y.A. Elastoplastic Design of Beds for Shallow Foundations. Soil Mech Found Eng 50, 158–163 (2013). https://doi.org/10.1007/s11204-013-9228-6

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  • DOI: https://doi.org/10.1007/s11204-013-9228-6

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