Table 10 Mix design, compressive, and tensile strength of SDC with respect to previously published results
References | ID | Cement (kg/m3) | Aggregate | SD | Water | Compressive strength, C (MPa) | Tensile strength, T (MPa) | C/T | ||
|---|---|---|---|---|---|---|---|---|---|---|
Coarse (kg/m3) | Fine (kg/m3) | Weight (kg/m3) | Ratio by volume | |||||||
Siddique et al. (2020) | CA | 394 | 970 | 818 | 0 | 0 | 197 | 28 | 2.9 | 9.7 |
AW5 | 777 | 41 | 5 | 26 | 2.8 | 9.3 | ||||
AW10 | 736 | 82 | 10 | 20 | 2.0 | 10 | ||||
AW15 | 695 | 123 | 15 | 14 | 1.7 | 8.2 | ||||
AW20 | 654 | 164 | 20 | 10 | 1.3 | 7.7 | ||||
Ahmed et al. (2018) | NWC | 416 | 1041 | 625 | 0 | 0 | 208 | 38.8 | Not provided | Not provided |
05SD | 594 | 5.25 | 5 | 37.8 | ||||||
10SD | 562 | 10.50 | 10 | 36 | ||||||
15SD | 531 | 15.75 | 15 | 34.2 | ||||||
Dias et al. (2022) | REF | 400 | 1141 | 690 | 0 | 0 | 162 | 64 | Not provided | Not provided |
SD5 | 598 | 60 | 5 | 63 | ||||||
SD10 | 507 | 121 | 10 | 59 | ||||||
SD15 | 415 | 181 | 15 | 58 | ||||||
Batool et al. (2021) | SD0 | 420 | 1260 | 840 | 0 | 0 | 189 | 27 | 2.5 | 10.8 |
SD10 | 756 | 84 | 10 | 23 | 2.4 | 9.6 | ||||
SD20 | 672 | 168 | 20 | 18 | 1.7 | 10.6 | ||||
SD30 | 588 | 252 | 30 | 7 | 0.8 | 8.8 | ||||
SD40 | 504 | 336 | 40 | 5.5 | 0.5 | 11 | ||||
SD50 | 420 | 420 | 50 | 3.5 | 0.4 | 8.8 | ||||
SD60 | 336 | 504 | 60 | 1.9 | 0.3 | 6.3 | ||||
Current study | NC | 400 | 1300 | 650 | 0 | 0 | 240 | 31 | 4 | 7.8 |
SDC | 400 | 1300 | 552.5 | 10.9 | 15 | 240 | 19 | 2 | 9.5 | |