Review Paper on Stabilization of Clay Soil Using RBI Grade-81

Clay soil deposit occurs in the arid and semi-arid regions of the world and is problematic to the engineering structure because of their tendency to heave during the wet season. Clays exhibit generally undesirable engineering properties. Soil stabilization has become a process of improving engineering properties soil. There are various materials used as stabilizing material. In this paper, RBI GRADE -81 mixed with clay soil and its effect on the geotechnical characteristics of clay mixtures is investigated by conducting California Bearing Ratio test, Unconfined Compression Test and Proctor Test. The soil is stabilizing with different percentages of RBI Grade -81. Observations will be calculated for the changes in the properties of the soil such as Maximum dry density (MDD), Optimum moisture content (OMC), unconfined compressive strength (UCS) and California Bearing Ratio (CBR) values will determine on 0 %, 2 %, 4 %, 6 %, and 8 % percentages of RBI.