PSI - Issue 70

Abhijeet Singh et al. / Procedia Structural Integrity 70 (2025) 611–618

615

Slump Value (mm)

0 20 40 60 80 100

Standard Mix-1

Mix-2

Mix-3

Mix-4

Mix-5

Slump value (mm)

Fig. 3. Slump value of concrete incorporating marble dust as a partial replacement for cement

Compressive Strength (N/mm 2 )

0 10 20 30 40

Standard Mix-1

Mix-2

Mix-3

Mix-4

Mix-5

7 Days 28 Days

Fig. 4. Compressive strength of concrete incorporating marble dust as a partial replacement for cement

Split Tensile Strength (N/mm 2 )

2.6 2.8 3 3.2 3.4 3.6

Standard Mix-1

Mix-2

Mix-3

Mix-4

Mix-5

28 Days

Fig. 5. Split tensile strength of concrete incorporating marble dust as a partial replacement for cement

Figure 3 demonstrates the slump value of different concrete mixes prepared with partial replacement of cement with marble dust. In figure 3, x-axis represents various concrete mix and y-axis is representing the slump value (in mm). In figure 4, the compressive strength value of different concrete mix prepared with partial replacement of cement with marble dust has been demonstrated. In figure 4, the x-axis represents various concrete mix and y-axis is representing the corresponding compressive strength values respectively. Figure 5 is showing the split tensile strength values for different concrete mix prepared with partial replacement of cement with marble dust.