Representing consistency indicators identified under laboratory conditions stabilized loess soils in the construction of automobile roads

Currently, developed countries require the development of modern, low-cost, resource-saving technologies and the use of innovative materials for the efficient organization of automobile roads construction. For this reason, special attention is being paid to the use of soil processed with binders, i.e., stabilized, in places where local stone materials are scarce. Loess soils are widespread in Uzbekistan, and loess soils stabilized with cement and modifier were used in the research work. A scheme of preparation and testing of loess soil samples stabilized in laboratory conditions was developed. Then, the strength indicators of stabilized loess soils were determined. Based on the obtained results, predictive expressions were developed to determine the strength indicators.