Investigation of dynamic behavior and stress-strain state of soil dams taking into account physically Non-linear properties of soils

The article presents the results of a study of the dynamic behavior and stress-strain state of the Rezaksay soil dam taking into account the physically nonlinear properties of soils, in a flat setting. A mathematical model developed for the study of earth dams is presented. based on the Lagrange var...

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Bibliographic Details
Published in:E3S web of conferences 2023-01, Vol.452, p.2009
Main Authors: Kholboev, Zokirjon, Matkarimov, Pakhridin, Mirzamakhmudov, Abdurasul
Format: Article
Language:English
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Summary:The article presents the results of a study of the dynamic behavior and stress-strain state of the Rezaksay soil dam taking into account the physically nonlinear properties of soils, in a flat setting. A mathematical model developed for the study of earth dams is presented. based on the Lagrange variational equation using the d'Alembert principle. As a computing device, the finite element method is used in the work. At the same time, it was determined that the stress-strain state and dynamic behavior of a soil dam significantly depend on the physical and mechanical properties of soils, the commensurability of the geometric dimensions, and theslope coefficients of the dam thrust prisms.
ISSN:2267-1242
2267-1242
DOI:10.1051/e3sconf/202345202009