Published Paper Details:

In present study attempts to develop M15 grade mass concrete mixes using IS 10262:2019. The number of trial mixes were developed by maintain the cement content about 316 kg/m3 and Ground Granulated Blast Slag content (15%) for all the mixes. The water content and aggregates content was varied for all the mixes. The maximum size of coarse aggregates restricted to 40 mm. The fresh properties and hardened properties tests on mass concrete mixes were carried out as per IS codes. The results shows that mass concrete mixes can be developed by using IS 10262:2019 for given grade of concrete. The workability of mixes increases as water-cement ratio increases and also much provide better workability is achieved when cement is partial replaced with GGBS. The compressive strength for both cubes and cylinders and flexural strength values increases when partial replace 15% GGBS with cement. But the tensile strength value decreases when the partial replacement of GGBS with cement.