• J. Ramya
• G.Sangeetha
• M.Ranjitha
• G. Vigneswari

this paper explains about a stabilization of red soil using fly ash. to evaluate the effects of waste fly ash on shear strength of soil by carrying out an unconfined compression test and california bearing ratio test on different soil samples. to obtain index properties and engineering properties of those soil samples test like, liquid limit, standard proctor test, unconfined compressive strength, california bearing ratio, direct shear test were conducted. the ratio of the mix will be on adding fly ash as (0%, 3%, 6%,9%).

fly ash, california bearing ratio(CBR), direct shear,unconfined compressive strength(UCC).

"AN EXPERIMENTAL STUDY ON SOIL STABILIZATION BY USING FLY ASH ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.76-80, April-2019, Available :http://www.jetir.org/papers/JETIR1904E10.pdf

"AN EXPERIMENTAL STUDY ON SOIL STABILIZATION BY USING FLY ASH ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp76-80, April-2019, Available at : http://www.jetir.org/papers/JETIR1904E10.pdf