Investigation of dynamic behavior and stress-strain state of soil dams taking into account physically Non-linear properties of soils
Zokirjon Khodievich KholboevDepartment of Civil Engineering, Nаmаngаn Engineering Cоnstructiоn Institute, Dustlik Avenue, Nаmаngаn, UzbekistаnPakhridin MatkarimovDepartment of Civil Engineering, Nаmаngаn Engineering Cоnstructiоn Institute, Dustlik Avenue, Nаmаngаn, UzbekistаnAbdurasul MirzamakhmudovDepartment of Civil Engineering, Nаmаngаn Engineering Cоnstructiоn Institute, Dustlik Avenue, Nаmаngаn, Uzbekistаn
ABI
Annotatsiya
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.
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