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Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Settlement and Long-Term Bearing Capacity of a Circular Foundation on an Elastic-Viscoplastic Base
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.
Settlement and Long-Term Bearing Capacity of a Circular Foundation on an Elastic-Viscoplastic Base
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.
Settlement and Long-Term Bearing Capacity of a Circular Foundation on an Elastic-Viscoplastic Base
Soil Mech Found Eng
Ter-Martirosyan, A. Z. (Autor:in) / Filippov, K. A. (Autor:in)
Soil Mechanics and Foundation Engineering ; 61 ; 185-189
01.07.2024
5 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Settlement and Long-Term Bearing Capacity of a Circular Foundation on an Elastic-Viscoplastic Base
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