Research Article
Durability of Recycled Concrete after Reinforcing the Aggregates with Permeable Crystalline Materials
Table 2
Sieve analysis results of natural river sand.
| Group | 1 | 2 | 3 | 4 | 5 | 6 | 7 |
| Screen size (mm) | 4.75 | 2.36 | 1.18 | 0.6 | 0.3 | 0.15 | 0.075 | Weight of screen residue (g) | 0.00 | 67.20 | 101.50 | 86.10 | 93.20 | 118.90 | 30.10 | Divide the screening rate (%) | 0.00 | 13.44 | 20.30 | 17.22 | 18.64 | 23.78 | 6.02 | Cumulative screening rate (%) | 0.00 | 13.75 | 34.16 | 51.39 | 70.05 | 93.68 | 100 | Fineness modulus | 2.3 < Mx = 2.6 < 3.0 (medium sand) |
|
|