Determination of calculating stresses on the depth of loess grounds of hydraulic structures
Abstract
Abstract The processes of deformation and moistening of subsiding soils are closely related to each other. On the one hand, the deformations of subsiding soil depend on the degree of its moisture content, and on the other hand, they seriously affect the regularities of the process of moistening the massif. In connection with this, the improvement of methods for calculating the deformations of loess bases of hydraulic structures requires a thorough study of the process of moistening the massif and the influence on this process of the specifics of the impact and irrigation structures on the soil. The article presents the results of studies to determine the stresses on the depth of the loess bases of hydraulic structures in the Karshi steppe. It was established that the lateral pressure coefficient reaches its maximum during the period of the most intense manifestation of subsidence in the layer under consideration.