• Reshmi Rajendra Raut
• Dr.Rathi V.R.
• Dr.Kolase P.K.

Concrete is second most widely used material other than water,its more versatile but madern day engineering structures require more demanding concrete owing to the huge apllied load on smaller area and increasing adverse environmental conditions.In this work tried to utilize fibers as a strength enhancement agent in SCC to obtain higher strength with good workability. The present work ,to experimental studies of strength and SCC characteristics of basalt fiber and carbon fiber reinforced concrete of M30 grade and superplasticizer.The mix proportions for self-compacting concrete were arrived at by performing mix design and then fine-tuning using EFNARC guidelines.The basalt and carbon fiber percentage was varied from 0.05% ,0.10% ,0.15% by weight of concrete.And also to taken the data for hardened concrete properties like compressive strength ,split tensile strength,flexural strength.

Cement, Fly ash, super plasticizer, Basalt fiber, Carbon fiber, Self-compacting concrete, physical properties, Concrete properties, workability, M30 Concrete.

"Experimental studies on Self compacting concrete by using basalt fiber and carbon fiber", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.452-460, June 2019, Available :http://www.jetir.org/papers/JETIR1907665.pdf

"Experimental studies on Self compacting concrete by using basalt fiber and carbon fiber", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp452-460, June 2019, Available at : http://www.jetir.org/papers/JETIR1907665.pdf