Settlement and Long-Term Bearing Capacity of a Circular Foundation on an Elastic-Viscoplastic Base

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...

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Veröffentlicht in:Soil mechanics and foundation engineering 2024-07, Vol.61 (3), p.185-189
Hauptverfasser: Ter-Martirosyan, A. Z., Filippov, K. A.
Format: Artikel
Sprache:eng
Schlagworte:
Civil Engineering
Engineering
Foundations
Geoengineering
Hydraulics
Soil Mechanics
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Zusammenfassung: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.
ISSN:0038-0741
1573-9279
DOI:10.1007/s11204-024-09961-z