Table 6 Modulus of Elasticity (MPa): Three Waste Materials Replacing Natural Materials.
From: Effects of recycled waste on the modulus of elasticity of structural concrete
WA (Cement) + CR (Sand) + RC (Gravel) | Ec (UPV) | Ec (ACI) | Ec (TEST) |
|---|---|---|---|
0% WA + 0%CR + 0% RC | 25.54 | 25.69 | 25.57 |
2% WA + 0%CR + 25% RC | 23.31 | 23.68 | 23.34 |
2% WA + 2% CR + 25% RC | 23.45 | 23.20 | 23.06 |
2% WA + 4% CR + 25% RC | 21.79 | 21.64 | 21.01 |
4% WA + 0%CR + 25% RC | 22.82 | 23.07 | 23.28 |
4% WA + 2% CR + 25% RC | 23.03 | 23.11 | 22.51 |
4% WA + 4% CR + 25% RC | 22.34 | 22.09 | 22.02 |
2% WA + 0%CR + 50% RC | 22.41 | 22.99 | 22.41 |
2% WA + 2% CR + 50% RC | 23.88 | 24.30 | 24.90 |
2% WA + 4% CR + 50% RC | 22.07 | 21.89 | 20.40 |
4% WA + 2% CR + 50% RC | 22.62 | 22.14 | 22.01 |
4% WA + 4% CR + 50% RC | 21.66 | 21.29 | 20.59 |
2% WA + 2% CR + 0% RC | 22.48 | 22.89 | 22.01 |
4% WA + 2% CR + 0% RC | 20.33 | 20.06 | 20.80 |
2% WA + 4% CR + 0% RC | 19.04 | 19.82 | 19.67 |
WA(Cement) + CR(Sand) + CG(Gravel) | Ec (UPV) | Ec (ACI) | Ec (TEST) |
|---|---|---|---|
0% WA + 0% CR + 0% CG | 25.54 | 25.69 | 25.57 |
2% WA + 2% CR + 5% CG | 25.03 | 25.05 | 25.14 |
2% WA + 2% CR + 10% CG | 24.88 | 23.81 | 23.52 |
2% WA + 4% CR + 5% CG | 22.13 | 23.21 | 23.11 |
2% WA + 4% CR + 10% CG | 20.99 | 21.00 | 20.40 |
4% WA + 2% CR + 5% CG | 21.32 | 23.14 | 23.01 |
4% WA + 0% CR + 10% CG | 21.93 | 21.59 | 21.95 |
4% WA + 2% CR + 10% CG | 25.17 | 24.12 | 24.52 |
4% WA + 4% CR + 5% CG | 21.05 | 22.67 | 22.01 |
4% WA + 4% CR + 10% CG | 20.33 | 20.04 | 20.01 |
