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
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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