AbstractAbout AuthorsReferences
An analytical solution of the problem of settlement and bearing capacity of a round stamp on an elastic-plastic base is considered. The stresses in the base were determined on the basis of the expressions of J. Boussinesq. To determine the relationship between stresses and strains, the Hencky system of physical equations is used, in which the strain components are divided into volumetric and deviatoric components. This made it possible to use S.S. Grigoryan’s model for the volumetric component of deformation, and S.P. Timoshenko’s model for the deviatory one. The solution obtained in this work makes it possible to describe the shape of the “settlement-load” curve with a double curvature for a round stamp on an elastic-plastic base.
Z.G. TER-MARTIROSYAN, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
A.Z. TER-MARTIROSYAN, Doctor of Sciences (Engineering),
K.A. FILIPPOV, Post-Graduate (This email address is being protected from spambots. You need JavaScript enabled to view it.)
A.Z. TER-MARTIROSYAN, Doctor of Sciences (Engineering),
K.A. FILIPPOV, Post-Graduate (This email address is being protected from spambots. You need JavaScript enabled to view it.)
National Research Moscow State University of Civil Engineering (26, Yaroslavskoye Highway, Moscow, 129337, Russian Federation)
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For citation: Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Filippov K.A. Settlement and bearing capacity of a round stamp on an elastic-plastic base. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2022. No. 12, pp. 3–7. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2022-12-3-7