To evaluate the mechanical properties of self compacting concrete (M30) with sisal fibers.Self-compacting concrete
(SCC) mixes are produced by replacing the cement with Fly ash and with addition of sisal fiber of 0, 0.5%, 1%, 1% and1.5% and
length of fibers considered are 5mm, 10mm, and 20mm to the SCC concrete. Sulphonated naphthalene Formaldehyde
condensates based SP is used as water reducing agent. Compressive strength and Flexural strength of SCC mix has to be
determined at 14 and 28 days. Impact strength of SCC mix has to be determined at 28 days.