Tabiiy fanlar

DEFORMATION PROPERTIES OF CLAY SOILS ACCORDING TO COMPRESSION TESTS

https://doi.org/10.69617/nuuz.v3i3.2.12814
deformation, compression module, clay grinds, static, dynamic parameters, coefficient, dispersion, relative modulus, pressure, structure.

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Vol. 3 No. 3.2 (2026): O'zMU xabarlari. Tabiiy fanlar. 3.2 son
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Studies the deformation and consistency properties of clay and clay grinds as the basis of engineering structures. The change in
the static and dynamic parameters of the deformation properties of clay grinds is subject to general aging. The initial compression
module, the relative module of deformation in static (mechanical) tests, and the dynamic module of general deformation and
elasticity, increase with the Kuchay of structural bonds and the dispersion of clay grinds. Due to the influence of the number and
type of connections between the particles, there is a decrease in the moisture content and an increase in the profitability index. It
increases with the increase in the cross-section coefficient (with one-axis compression) and the Poisson index and decreases with
an increase in the dispersion of the same moisture content.