• RISHI BHALAVADA
• VIJAY KUMAR
• PROF.AJAY BINDLISH

Black cotton soils, are fundamentally helpless to hindering volumetric changes, with changes in dampness. Far reaching soils making serious issues the structural Engineering structures. Such soils are having high volume changes after including the water. The Black cotton soil has a poor supporting limit and huge change in volume on varieties of dampness content. Such Black cotton soils may should be improved to make them appropriate for development exercises. The goal of study is to assess the attainability of mechanical waste like marble dust as soil adjustment material. This paper introduces the impacts of marble dust and Recron 3s fiber on compaction qualities, Atterberg'slimit, California bearing proportion, Standard delegate test and unconfined compressive quality parameters of Black cotton soil. The Black cotton soil was blended with marble dust and Recron 3s fiber from 10% to 40% and 0.5% to 2% individually. From the examination of test outcomes it was discovered that, fluid utmost, versatility list, ideal dampness content diminished and most extreme dry thickness, California bearing proportion and edge of inward grating expanded with an expansion in marble dust.

Black cotton Soil, Soil Stabilization, Waste Marble Dust, Recron 3s fiber,Atterber limit, Compaction and UCS value.

"Enhancing The Engineering Properties of Black Cotton Soil by using Marble Dust And Recron 3s Fiber", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.387-391, April-2019, Available :http://www.jetir.org/papers/JETIR1904L58.pdf

"Enhancing The Engineering Properties of Black Cotton Soil by using Marble Dust And Recron 3s Fiber", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp387-391, April-2019, Available at : http://www.jetir.org/papers/JETIR1904L58.pdf