• Shubhkumar Gajendrabhai Patel
• Akshitkumar Ketanbhai Ravat
• Mitshkumar Bharatbhai Patel

In this research will be carried out to stabilize the soil using Fly ash and Lime. Experimental work has been carried out with 5%, 10%, 15%, 20%, 25% and 30% of Fly ash as well 5 %, 10 % and 15% of lime content for black cotton soil. The experimental work is based on different percentages of Fly ash and lime content in soil on tests for soil on California Bearing Ratio test. The aim of this project was done by utilizing fly ash and lime to improve the index properties of the black cotton soil. Stabilization of soil is important to enhance the index properties of expansive soil like strength, volume stability and durability. The Black cotton soils are very hard when dry, but lose its strength completely when in wet condition Expansive soils (black cotton soil) are a worldwide problem that poses several challenges for civil Engineers.

California Bearing Ratio, Optimum moisture content, Maximum Dry density, Uniformity coefficient, Coefficient of curvature

"Experimental investigation on stabilization of black cotton soil for different proportion of lime and fly ash using CBR test", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 6, page no.1157-1161, June 2019, Available :http://www.jetir.org/papers/JETIR2006501.pdf

"Experimental investigation on stabilization of black cotton soil for different proportion of lime and fly ash using CBR test", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 6, page no. pp1157-1161, June 2019, Available at : http://www.jetir.org/papers/JETIR2006501.pdf