ANALYSIS OF THE DESIGN RESISTANCE OF THE SOIL BASE UNDER THE FOUNDATION
Tursunov Sherzod
Associate Professor of the department of “Civil engineering” at Samarkand state University of architecture and construction,
Saidov Azizbek
Keywords: soil cushion, soil layer, design resistance, foundation, deformation
Abstract
The article examines the use of a soil cushion as a foundation system in cases where the underlying natural soils are susceptible to shrinkage. The study focuses on determining the optimal thickness of the soil cushion and evaluating the design resistance of the natural soil beneath it.
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