Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Predicting the Settlement and Long-Term Bearing Capacity of a Base of Foundation of Finite Width
The article shows that if the model proposed by A. Z. Ter-Martirosyan is used to describe shear deformations in a soil medium, and the Kelvin-Voigt model is used to describe volume deformations, the calculated settlement-time dependence is nonlinear and has a double curvature. The article presents an analytical solution to the problems of predicting settlement and long-term bearing capacity of a base of foundation of finite width using the above models.
Predicting the Settlement and Long-Term Bearing Capacity of a Base of Foundation of Finite Width
The article shows that if the model proposed by A. Z. Ter-Martirosyan is used to describe shear deformations in a soil medium, and the Kelvin-Voigt model is used to describe volume deformations, the calculated settlement-time dependence is nonlinear and has a double curvature. The article presents an analytical solution to the problems of predicting settlement and long-term bearing capacity of a base of foundation of finite width using the above models.
Predicting the Settlement and Long-Term Bearing Capacity of a Base of Foundation of Finite Width
Ter-Martirosyan, Z. G. (Autor:in) / Ter-Martirosyan, A. Z. (Autor:in) / Kurilin, N. O. (Autor:in)
2021
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
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