PSI - Issue 70

C. Raghu Rami Reddy et al. / Procedia Structural Integrity 70 (2025) 263–270

266

Table1. Mix Proportions for different densities

Mix Proportionsfor800kg/m³CLC

Mix Proportions for 1000kg/m³ CLC

Mix Proportions for 1200kg/m³ CLC

M-

Copper slag mix

Sand Based mix

Multi fibers mix

M-

Copper slag mix

Sand Based mix

Multi fibers mix

M-

Copper slag mix

Multi fibers mix

Sand Based mix

Materials

Sand mix

Sand mix

Sand mix

Cement (kg/m³)

300

300 300

300

300

300

300

300 300

300

300

300

Fine Aggregate (kg/m³) Foam (% by vol) PP Fibers (% vol)

250

250 250

250

350

350

350

350 500

500

500

500

40

40 40

40

32

32

32

32

25

25

25

25

0.6

0.6 0.6

0.6

0.6

0.6

0.6

0.6 0.6

0.6

0.6

0.6

Steel Fibers (%vol) Glass Fibers (%vol)

-

-

-

0.6

-

-

-

0.6

-

-

-

0.6

-

-

-

0.6

-

-

-

0.6

-

-

-

0.6

PCE %Cement

0.4

0.4

0.4

0.4

0.4

0.4 0.4

0.4

0.4

0.4

0.4

0.4

Water Cement Ratio

0.45

0.45

0.45

0.45

0.45

0.45 0.45

0.45

0.45

0.45

0.45

0.45

Fig. 3. Casted Cubes, Cylinders and Beams