Experimental–Data-Driven Assessment of Clayey Soil Stabilization for Pavement Applications Using Chemical and Cementitious Admixtures
Geotechnical and pavement uses of clayey subgrade soils are limited due to their low shear strength, high compressibility, poor load-bearing capacity, and moisture sensitivity. Here, 25-grade ordinary Portland cement, 43-grade OPC, 43-grade hydrated lime, 43-grade fly ash (class C), and 43-grade calcium chloride (CaCl₂...