The paper presents a numerical analytic solution for the calculation of settlement and long-term bearing capacity of a circular foundation on an elastic–viscoplastic base. The work is a development of the previously obtained solution [1] in the elastic–plastic formulation. The Kelvin–Voigt model was used to calculate the volume component of deformation. For the deviatoric component the A. Z. Ter-Martirosyan model was used.
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, May-June, 2024.
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Ter-Martirosyan, A.Z., Filippov, K.A. Settlement and Long-Term Bearing Capacity of a Circular Foundation on an Elastic-Viscoplastic Base. Soil Mech Found Eng 61, 185–189 (2024). https://doi.org/10.1007/s11204-024-09961-z
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DOI: https://doi.org/10.1007/s11204-024-09961-z