Determination of calculating stresses on the depth of loess grounds of hydraulic structures

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