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- W4287455431 abstract "The article considers the possibility of describing parallel processes in a soil sample based on the energy expended on them. It is shown that triaxial testing in various drainage modes and with different stress paths cmakes it possible to determine the energy parameters characterizing elastic and plastic strain, volumetric and shear stiffness, dilatancy and contraction, volumetric stiffness of the pore fluid. These parameters characterize the physical meaning of the ongoing processes to a greater extent than the accepted parameters (moduli) of solid mechanics. The obtained result can be used to develop models of nonlinear behavior of dispersed soils." @default.
- W4287455431 created "2022-07-25" @default.
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- W4287455431 date "2022-01-01" @default.
- W4287455431 modified "2023-10-01" @default.
- W4287455431 title "ENERGY APPROACH TO TRIAXIAL TESTING RESULTS INTERPRETATION" @default.
- W4287455431 doi "https://doi.org/10.53278/2306-9139-2022-1-18-24-30" @default.
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