FIGURE 1.

FIGURE 2.

FIGURE 3.

FIGURE 4.

FIGURE 5.

FIGURE 6.

FIGURE 7.

FIGURE 8.

FIGURE 9.

FIGURE 10.

FIGURE 11.

Density (ρ) variation
| Specification | Group | |||
|---|---|---|---|---|
| 1 (0%) | 2 (10%) | 3 (20%) | 4 (30%) | |
| ρ [kg·m−3] | 2 238.09 | 2 181.66 | 2 170.22 | 2 113.16 |
| StDev | 6.45 | 10.46 | 6.20 | 5.21 |
| Average + 1StDev | 2 244.54 | 2 192.12 | 2 176.42 | 2 118.37 |
| Average − 1StDev | 2 231.64 | 2 171.19 | 2 164.02 | 2 107.95 |
Splitting tensile strength (fctm) variation
| Specification | Group | |||
|---|---|---|---|---|
| 1 (0%) | 2 (10%) | 3 (20%) | 4 (30%) | |
| fctm [MPa] | 2.66 | 2.26 | 1.89 | 1.46 |
| StDev | 0.15 | 0.25 | 0.08 | 0.11 |
| Average + 1StDev | 2.82 | 2.50 | 1.97 | 1.57 |
| Average − 1StDev | 2.51 | 2.01 | 1.80 | 1.35 |
Deflection variation at mid-span
| Specification | Group | |||
|---|---|---|---|---|
| 1 (0%) | 2 (10%) | 3 (20%) | 4 (30%) | |
| Deflection [mm] | 17.23 | 14.84 | 13.36 | 14.96 |
| StDev | 3.28 | 1.89 | 0.59 | 1.54 |
| Average + 1StDev | 20.51 | 16.73 | 13.95 | 16.50 |
| Average − 1StDev | 13.95 | 12.95 | 12.76 | 13.42 |
Mix proportions
| Specification | Group | |||
|---|---|---|---|---|
| 1 (0%) | 2 (10%) | 3 (20%) | 4 (30%) | |
| Cement [kg·m−3] | 489 | |||
| Water [kg·m−3] | 210 | |||
| W/C [-] | 0.43 | |||
| Regular aggregates [kg·m−3] | ||||
| 0‒4 mm | 582 | 523.80 | 465.60 | 407.40 |
| 4‒8 mm | 388 | 310.40 | 232.80 | 155.20 |
| 8‒16 mm | 646.70 | 646.70 | 646.70 | 646.70 |
| Rubber aggregates [kg·m−3] | ||||
| 0‒4 mm | 0 | 10.95 | 21.90 | 32.85 |
| 4‒8 mm | 0 | 14.60 | 29.20 | 43.80 |
| 8‒16 mm | 0 | 0 | 0 | 0 |
| Additives [kg·m−3] | 4.89 | |||
Variation in flexural breaking strength (F)
| Specification | Group | |||
|---|---|---|---|---|
| 1 (0%) | 2 (10%) | 3 (20%) | 4 (30%) | |
| F [kN] | 31.68 | 28.97 | 30.68 | 28.79 |
| StDev | 1.22 | 0.80 | 0.88 | 1.69 |
| Average + 1StDev | 32.90 | 29.77 | 31.56 | 30.48 |
| Average − 1StDev | 30.46 | 28.17 | 29.80 | 27.09 |
