• Rajula Manwatkar
• Akshay Nandeshwar
• Ashwin Parate

One of the principal impediments looked by the geo-specialized designers is the improvement of any establishment over a delicate or fragile soil as the dirt encounters differential settlements, poor shear quality and high compressibility. Improving the heap bearing limit of soil is particularly essential because of high rise structures created over fragile soils. The sensitive or delicate soil can be settled by giving a support called Coconut Coir Fiber. Writing is accessible on including and blending the Fiber into the soil as this strategy has been joined since antiquated circumstances. Fly Fiery debris made in the start of subbituminous coals shows self-establishing attributes and can be used as a piece of a broad assortment of adjustment application. In this paper we have concentrated on expanding the shear quality and CBR estimation of the All around Evaluated Sand with Earth (SW-SC) soil by changing the level of Coir Fiber in the scope of 0.25%, 0.5%, 0.75%, 1.0% and the Fly Fiery debris is changed as 3%, 5% and 7% by weight of soil mass.

"Reinforcement Of Clayey Soil By Using Coconut Fibre And Fly Ash", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 5, page no.698-701, May-2018, Available :http://www.jetir.org/papers/JETIR18IC125.pdf

"Reinforcement Of Clayey Soil By Using Coconut Fibre And Fly Ash", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 5, page no. pp698-701, May-2018, Available at : http://www.jetir.org/papers/JETIR18IC125.pdf