Research Article
Analysis of the Effect of Substitution Rate on the Mechanical Properties of Recycled Concrete Hollow Block
Table 3
Quantity of materials required for the MU10 block experiment.
| | Number | Replacement rate (%) | Cement (kg) | Water (kg) | Recycled coarse aggregate (kg) with continuous gradation of gravel 5–10 mm | Natural fine aggregate (kg) | Recycled fine aggregate (kg) |
| | RCB-10-5 | 100 | 26.60 | 19.63 | 46.64 | 0.00 | 139.56 | | Total | | 26.60 | 19.63 | 46.64 | 0.00 | 139.56 |
|
|
