Re-utilization of Stone Industry Waste Materials for Stabilization of Expansive Soil

This research paper depicts the experimental investigation of impact stone dust as an admixture on geotechnical characteristics expansive soils that shrink and swell during wet dry seasons. As a result, soil causes differential settlement structures. Thus stabilization is important to overcome potential pavement failure. For this purpose studies were carried out reuse industry wastage for improvement soil. Also, beneficial utilize waste strengthening making environment pollution-free. Stone was used stabilize weak such shear strength, unconfined compressive strength (UCS), index properties, maximum density (MDD), optimum moisture content (OMC), California bearing ratio (CBR). The percentages employed in 0%, 7%, 14%, 21%, 28% by weight soil, which substantially reduced soil's swelling properties. results show significant improvements desirable optimal quantity concluded based findings treating subgrade weaker