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Stress–Strain State of a Combinational Soil Half-Space During Reconstruction

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International Applied Mechanics Aims and scope

A method for studying the stress–strain state of soil-retaining structures is proposed. It is based on the nonlinear theory of elasticity and plasticity of soils and allows for geometrical and physical nonlinearities. Numerical and analytical results on the stability of a retaining wall are compared. The influence of an inhomogeneous soil half-space on the stress–strain state of a deep-ditch wall is analyzed numerically. A scientific rationale for the redevelopment of densely built-up residential areas under adverse geological engineering conditions is recommended.

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Authors and Affiliations

  1. National Aviation University, 1 Kosmonavta Komarova Av., Kyiv, Ukraine, 03680

    D. E. Prusov

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  1. D. E. Prusov
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Correspondence to D. E. Prusov.

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Translated from Prikladnaya Mekhanika, Vol. 50, No. 2, pp. 41–50, March–April 2014.

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Prusov, D.E. Stress–Strain State of a Combinational Soil Half-Space During Reconstruction. Int Appl Mech 50, 141–149 (2014). https://doi.org/10.1007/s10778-014-0618-x

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  • DOI: https://doi.org/10.1007/s10778-014-0618-x

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