A Study on Engineering Properties of Cement Stabilized
Three types of soils, residual soils, kaolinite and bentonite, were used in the study. Cement and rice husk ash reduced the plasticity of residual soil, kaolin, and bentonite. A considerable reduction was attained by cementstabilised soils. In general, 68% of cement and 1015% RHA shows optimum amount to reduce plasticity of soils.