The article presents the results of laboratory stamp tests of sandy soils, the dispersed reinforcement of which was made with cullet waste in the form of crumbs. The tested soil samples had different densities and, accordingly, for each density, several options were made for the percentage of glass in the mass of the total volume. The purpose of the laboratory research was to obtain such a mechanical characteristic of the soil as the deformation modulus, which was subsequently compared with the same deformation modulus, but not of reinforced soil. The research results obtained showed the effectiveness of using glass chips as dispersed reinforcement of loose soils, which makes it possible to improve its strength properties and significantly save on the installation of artificial foundations for buildings or structures, as well as solve the issue of recycling glass waste and, accordingly, improve the environmental performance of the environment.
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