Table 3 Physical properties of the aggregates used.
From: Time and Crack Effect on Chloride Diffusion for Concrete with Fly Ash
Items types | Gmax (mm) | Specific gravity (g/cm3) | Absorption (%) | F.M. |
|---|---|---|---|---|
Fine aggregate | – | 2.58 | 1.01 | 2.90 |
Coarse aggregate | 25 | 2.64 | 0.82 | 6.87 |