Table 9 Mix proportion of materials per m3.
Mix ID | Cement (Kg) | Fine aggregate (Kg) | Coarse aggregate (Kg) | Marble waste (Kg) | Coconut fibers (Kg) | Water binder ratio | Water (Kg) |
|---|---|---|---|---|---|---|---|
Control/Mix 6 | 425 | 625 | 1275 | – | – | 0.60 | 255 |
MW-5% | 403 | 625 | 1275 | 21 | – | 0.60 | 255 |
MW-10% | 385 | 625 | 1275 | 42 | – | 0.60 | 255 |
MW-15% | 363 | 625 | 1275 | 63 | – | 0.60 | 255 |
MW-20% | 340 | 625 | 1275 | 85 | – | 0.60 | 255 |
MW-25% | 319 | 625 | 1275 | 106 | – | 0.60 | 255 |
MW-30% | 298 | 625 | 1275 | 127 | – | 0.60 | 255 |
CFs-0.5% | 425 | 625 | 1275 | – | 2.12 | 0.60 | 255 |
CFs-1.0% | 425 | 625 | 1275 | – | 4.25 | 0.60 | 255 |
CFs-1.5% | 425 | 625 | 1275 | – | 6.37 | 0.60 | 255 |
CFs-2.0% | 425 | 625 | 1275 | – | 8.8 | 0.60 | 255 |
CFs-2.5% | 425 | 625 | 1275 | – | 10.6 | 0.60 | 255 |
CFs-3.0% | 425 | 625 | 1275 | – | 12.75 | 0.60 | 255 |
