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An iterative method of solving elasto-plastic problems of soil mechanics relating to morainic foundations

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Journal of engineering physics Aims and scope

Abstract

An account is given of the theory of elasto-plastic problems in soil mechanics. Solution by the method of successive approximations combined with a network method is described.

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References

  1. N. A. Tsytovich, Soil Mechanics [in Russian], Gosstroizdat, 1963.

  2. E. F. Vinokurov, Structural Properties of Morainic Soils [in Russian], Izd-vo AN BSSR, 1962.

  3. E. F. Vinokurov, A Rheological Model of Morainic Soil [in Russian], DAN BSSR, VII, No. 5, 1963.

  4. N. I. Bezukhov, Basic Theory of Elasticity, Plasticity, and Creep [in Russian], Izd-vo Vysshaya shkola, 1961.

  5. A. A. Il'yushin, Plasticity [in Russian], OGIZ, 1948.

  6. P. M. Varvak, Development and Application of the Network Method for the Calculation of Plates [in Russian], Izd-vo AN USSR, 1952.

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Vinokurov, E.F. An iterative method of solving elasto-plastic problems of soil mechanics relating to morainic foundations. Journal of Engineering Physics 8, 72–75 (1965). https://doi.org/10.1007/BF00833682

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  • DOI: https://doi.org/10.1007/BF00833682

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