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Determining the reaction pressures beneath a circular plate on a solid foundation bed that exhibits creep

  • Soil Mechanics
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. N. Kh. Artyunyan, Some Questions of the Theory of Creep [in Russian], Gostekhizdat (1952).

  2. L. P. Vinokurov, Direct Methods for Solving Three-Dimensional and Contact Problems for Blocks and Foundations [in Russian], Izd. Khar'kovskogo universiteta (1956).

  3. M. I. Gorbunov-Posadov, Computation of Constructions on Elastic Foundations [in Russian], Gosstroiizdat (1953).

  4. N. F. Kakosimidi, Computation of Foundation Strips with Consideration of Creep in the Foundation Bed, Izvestiya AN ArmSSR, Seriya fiziko-matematicheskikh nauk,13, No. 6 (1960).

  5. N. F. Kakosimidi and I. E. Prokopovich, Solution of the Contact Problem in the Theory of Creep with Linear Dependence between Stress and Strain, Prikladnaya mekhanika i tekhnicheskaya fizika, No. 1 (1962).

  6. S. R. Meschyan, Concerning Creep in Consolidated Soil during Compression under Conditions when Lateral Expansion is Impossible, Izvestiya AN ArmSSR, Seriya fiziko-matematicheskikh nauk,11, No. 4 (1958).

  7. M. I. Rozovskii, Report of the Coordination Conference on Questions of Creep and Protracted Strength of Clay Soils [in Russian], ASiA SSSR (1960).

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Authors
  1. N. F. Kakosimidi
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Odessa. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 9–12, September–October, 1965.

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Kakosimidi, N.F. Determining the reaction pressures beneath a circular plate on a solid foundation bed that exhibits creep. Soil Mech Found Eng 2, 275–279 (1965). https://doi.org/10.1007/BF01704093

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  • DOI: https://doi.org/10.1007/BF01704093

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