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Stress and displacement distributions in a homogeneous half-space below a circular foundation

  • O. V. Popova
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Keywords

Civil Engineer Structural Foundation Hydraulic Engineer Displacement Distribution Circular Foundation 
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Literature cited

  1. 1.
    K. E. Egorov, Stress and Displacement Distributions in the Base of a Rigid Circular Foundation [in Russian], Sbornik NIS Fundamentostroeniya, No. 9 (1938).Google Scholar
  2. 2.
    Ya. S. Uflyand, Integral Transformations in Problems in the Theory of Elasticity [in Russian], Nauka (1967).Google Scholar
  3. 3.
    N. N. Lebedev, Special Functions and Their Applications [in Russian], Fizmatgiz (1963).Google Scholar
  4. 4.
    I. M. Ryzhik and I. S. Gradshtein, Tables of Integrals, Sums, Series, and Products [in Russian], Nauka (1971).Google Scholar
  5. 5.
    V. I. Mossakovskii, "The fundamental mixed problem of the theory of elasticity for a half-space with a circular line of separation of the boundary conditions," PMM,18, No. 2 (1954).Google Scholar
  6. 6.
    D. A. Spence, "Self-similar solutions to adhesive contact problems with incremental loading," Proc. Roy. Soc. A-305, No. 1480 (1968).Google Scholar

Copyright information

© Consultants Bureau 1972

Authors and Affiliations

  • O. V. Popova

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