Enhancing Index and Strength Properties of Black Cotton Soil using Combination of Geopolymer and Flyash

Abstract

A Combination of admixtures - fly ash and Geopolymer are used for stabilization of black cotton soil. Black cotton (BC) soils are mainly clayey soils having montmorillonite as their clay mineral. The moisture changes in BC soils will affect compressibility and strength characteristics, which are greatly enhanced with the addition of combination of Flyash (FA) and Geopolymer (GP). The evaluation study includes analysis of soil properties some of index properties like specific gravity, liquid limit, shrinkage limit and Uniaxial compression values. Different percentages of combination of admixtures (percentage by dry weight) are added to natural BC soil and further experiments are performed from these soil mix ratios (MR). The results show that the utilization of combination of admixtures decreases liquid limit by enormously and increases unconfined compressive strength i.e. the strength of the soil.