CHARECTERSTICS OF EXPENSIVE SOIL BY USING WASTE KOTA STONE SLURRY
Keywords:Black cotton soil, soil stabilization, Kota stone slurry. California bearing ratio, standard proctor test, plasticity index.
Expansive soils are widely conveyed around the world, and are a wellspring of extraordinary harm to foundation and structures. The disturb far reaching soils has been set down everywhere throughout the world. The soil devours water and expand in storm additionally in summer it diminish because of the gasification of water. The focal point of study is attainability of mechanical waste like kota stone slurry as soil adjustment material. To compute the impact of kota stone slurry on list properties of dark cotton soil, various research center investigations have been directed on dark cotton soil tests blended with various extent like 0%, 4%,8%,12%,18%,20% of kota stone slurry by weight of dry soil. The express development of enterprises of kota stone produces risky waste materials at an immense sum which makes a major issue to the people encompassing them just as goes about as a poison, so it influences the
natural arrangement of the earth. There is exceptional improvement in the list properties of the black cotton soil on expansion of kota stone slurry into it. The test outcomes uncover that the compaction parameters, fluid breaking point, pliancy file, most extreme dry thickness, California bearing proportion expanded with an expansion in kota stone slurry content. The most ideal blend of 16% Kota Stone Slurry by dry load of costly soil.