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The document provides details of a trial mix design for a grade 40M10 concrete, including: - A water-cement ratio of 0.6 was selected based on previous trials. - Cement content was calculated as 220 kg/cum based on the selected water-cement ratio and water content of 132 liters/cum. - Fine aggregate content was calculated as 678 kg/cum and coarse aggregate as 1419 kg/cum based on mix proportions. - A fourth trial was conducted with a water-cement ratio of 0.6, cement content of 220 kg/cum, and fine and coa

Author

Vinod Jogur

Language

EN