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Response of Clay unite with Rice Husk Ash, Steel Slag and Lime

In this paper, the stabilization of clay (C) with hydraulic lime (L), steel slag (SS), and rice husk ash (RHA) are being presented. The study has been done on geotechnical properties, shearing strength, swelling pressure, and soil consolidation characteristics with and without stabilization. The ideal blend is discovered to be in extent of 46% C + 30% SS + 10% L + 14% RHA. The treated soil shows unconfined compressive strength 640% increases at 3 days of cured samples. The treated soil shows improvement in soaked California bearing ratio (CBR) 590% increases at 3 days of soaked samples. The results of swelling pressure indicate 93% decrease in the optimum mix sample. The capability of stabilizing materials for subgrade pavement is analyze in this study.