Elastoplastic analysis of the nonlinear stage of behavior of a soil base

descriptionPublicationkeyboard_double_arrow_right Article 01 Nov 1991 English Publisher:Springer Science and Business Media LLCJournal:Soil Mechanics and Foundation Engineering, volume 28, pages 233-238 (issn: 0038-0741, eissn: 1573-9279,

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Authors: V. S. Kopeikin;

doi: 10.1007/bf02101298

Elastoplastic analysis of the nonlinear stage of behavior of a soil base

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Abstract

1. In an elastoplastic calculation of a base, it is expedient to use the Coulomb—Mohr criterion as the condition of plastic flow for upward yielding zones and the Tresca—Hill criterion for the core under the plate and deep zone.

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