Table 2 Blend design.
Component | 0 %a | 2 % | 5 % | 10 % | 15 % | 20 % | 25 % | 30 % | 35 % |
|---|---|---|---|---|---|---|---|---|---|
POR/BBT | |||||||||
Cement (kg m−3) | 360.0 | 352.8 | 342.0 | 324.0 | 306.0 | 288.0 | 270.0 | 252.0 | 234.0 |
Bentonite (kg m−3) | 0.0 | 7.2 | 18.0 | 36.0 | 54.0 | 72.0 | 90.0 | 108.0 | 126.0 |
Fine aggregate (kg m−3) | 830.0 | 830.0 | 830.0 | 830.0 | 830.0 | 830.0 | 830.0 | 830.0 | 830.0 |
Coarse aggregate (kg m−3) | 1,015.0 | 1,015.0 | 1,015.0 | 1,015.0 | 1,015.0 | 1,015.0 | 1,015.0 | 1,015.0 | 1,015.0 |
Water (kg m−3) | 201.0 | 201.0 | 201.0 | 201.0 | 201.0 | 201.0 | 201.0 | 201.0 | 201.0 |
POR/BBTAPS | |||||||||
Cement (kg m−3) | 370.0 | 362.6 | 351.5 | 333.0 | 314.5 | 296.0 | 277.5 | 259.0 | 240.5 |
Bentonite (kg m−3) | 0.0 | 7.4 | 18.5 | 37.0 | 55.5 | 74.0 | 92.5 | 111.0 | 129.5 |
Fine aggregate (kg m−3) | 835.0 | 835.0 | 835.0 | 835.0 | 835.0 | 835.0 | 835.0 | 835.0 | 835.0 |
Coarse aggregate (kg m−3) | 1,021.0 | 1,021.0 | 1,021.0 | 1,021.0 | 1,021.0 | 1,021.0 | 1,021.0 | 1,021.0 | 1,021.0 |
Water (kg m−3) | 205.0 | 205.0 | 205.0 | 205.0 | 205.0 | 205.0 | 205.0 | 205.0 | 205.0 |
POR/BBTAEAPS | |||||||||
Cement (kg m−3) | 380.0 | 372.4 | 361.0 | 342.0 | 323.0 | 304.0 | 285.0 | 266.0 | 247.0 |
Bentonite (kg m−3) | 0.0 | 7.6 | 19.0 | 38.0 | 57.0 | 76.0 | 95.0 | 114.0 | 133.0 |
Fine aggregate (kg m−3) | 841.0 | 841.0 | 841.0 | 841.0 | 841.0 | 841.0 | 841.0 | 841.0 | 841.0 |
Coarse aggregate (kg m−3) | 1,019.0 | 1,019.0 | 1,019.0 | 1,019.0 | 1,019.0 | 1,019.0 | 1,019.0 | 1,019.0 | 1,019.0 |
Water (kg m−3) | 208.0 | 208.0 | 208.0 | 208.0 | 208.0 | 208.0 | 208.0 | 208.0 | 208.0 |