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

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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. K. E. Egorov, Stress and Displacement Distributions in the Base of a Rigid Circular Foundation [in Russian], Sbornik NIS Fundamentostroeniya, No. 9 (1938).

  2. Ya. S. Uflyand, Integral Transformations in Problems in the Theory of Elasticity [in Russian], Nauka (1967).

  3. N. N. Lebedev, Special Functions and Their Applications [in Russian], Fizmatgiz (1963).

  4. I. M. Ryzhik and I. S. Gradshtein, Tables of Integrals, Sums, Series, and Products [in Russian], Nauka (1971).

  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).

  6. D. A. Spence, "Self-similar solutions to adhesive contact problems with incremental loading," Proc. Roy. Soc. A-305, No. 1480 (1968).

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Authors
  1. O. V. Popova
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 10–12, March–April, 1972.

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Popova, O.V. Stress and displacement distributions in a homogeneous half-space below a circular foundation. Soil Mech Found Eng 9, 86–89 (1972). https://doi.org/10.1007/BF01702892

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  • DOI: https://doi.org/10.1007/BF01702892

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