IDENTIFICATION OF THE DEPENDENCE OF THE INFLUENCE OF THE WATER LEVEL IN THE IRRIGATION CHANNEL ON THE STRESS-STRAIN STATE OF THE SOIL MASS
Abstract
The study involved numerical experiments using the Plaxis finite element software package. A computer calculation model of the soil-bridge system was developed. Data on the development of tangential and normal stresses with changes in the water level in the irrigation canal, transport load, and seismic impacts were obtained using a real object as an example. When analyzing tangential and normal stresses along the edge of the bridge, it was found that the presence of seismic impacts on tangential stresses in the section has virtually no effect and amounts to no more than 5%. However, modeling an asymmetric transport load affects the value of tangential stresses by more than 40%, which must be taken into account in numerical modeling in construction practice.
Keywords
About the Authors
Georgy Vladimirovich DegtyarevRussian Federation
Doctor of Technical Sciences, professor
Darya Valeryevna Leyer
Russian Federation
Candidate of Technical Sciences, Associate Professor
Olga Georgievna Degtyareva
Russian Federation
Doctor of Technical Sciences, Associate Professor
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Review
For citations:
Degtyarev G.V., Leyer D.V., Degtyareva O.G. IDENTIFICATION OF THE DEPENDENCE OF THE INFLUENCE OF THE WATER LEVEL IN THE IRRIGATION CHANNEL ON THE STRESS-STRAIN STATE OF THE SOIL MASS. Land Reclamation. 2025;(4).
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