Strength and Microstructural Investigation of Quaternary Blended High-Strength Concrete

Table 3

Comparison of the slump test for the workability study of fresh concrete.

Mix combinations	Mix no.	Slump (mm)
100% OPC	M0	86
70% OPC + 10% GGBS + 15% WCP + 5% LP	M1	92
60% OPC + 20% GGBS + 15% WCP + 5% LP	M2	105
50%OPC + 30% GGBS + 10% WCP + 10% LP	M3	110
40% OPC + 40% GGBS + 10% WCP + 10% LP	M4	118