• Muske Sai Krishna
• A.Naresh
• K.Keerthana
• M.Sagar
• M.Rani

Black Cotton soil is expansive soil which expands when it contacts with water. This is the major reason of failure of black cotton soil strata and soil strata may be improved by different types of admixtures. The different areas having different types of black cotton soil and its engineering properties. In this research paper, the engineering properties of black cotton soil is tried to improve by using wooden saw dust with 20% Marble stone slurry in this research, the 20% Marble stone slurry is mixed with different percentage of wooden saw dust in black cotton soil. The engineering parameters are also determined by conducting tests for 20% Marble stone slurry with black cotton soil mix specimen. For stabilization of black cotton soil with 20% Marble stone slurry, the Atterberg’s limits (Liquid Limit, Plastic Limit, Plasticity Index), standard proctor test and unconfined compressive strength test are conducted but with different percentage of wooden saw dust.

Atterberg limits,Maximum Dry Density, Optimum Moisture Content, Unconfined Compressive strength, Saw Dust Ash, Marble Stone Slurry

"STABILISATION OF BLACK COTTON SOIL USING 20% MARBLE STONE SLURRY WITH WOOD SAW DUST ASH", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 7, page no.j146-j149, July-2023, Available :http://www.jetir.org/papers/JETIR2307920.pdf

"STABILISATION OF BLACK COTTON SOIL USING 20% MARBLE STONE SLURRY WITH WOOD SAW DUST ASH", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 7, page no. ppj146-j149, July-2023, Available at : http://www.jetir.org/papers/JETIR2307920.pdf