Cement type |
ASTM Type I |
Coarse aggregate type |
Dense crushed limestone |
Water-to-cement (w/c) ratio |
0.4 |
Air content, ac [%] |
7.9 |
Tri-calcium silicate (C3S) [%] |
59.8 |
Di-calcium silicate (C2S) [%] |
20.7 |
Tri-calcium aluminate (C3A) [%] |
8.1 |
Tetra-calcium aluminoferrite (C4AF) [%] |
11.5 |
Aggregate-to-cement (a/c) ratio |
1.9 |
Curing duration, tcu [days] |
14 |
RH during curing, RHcu [%] |
100 |
Temperature during curing, Tcu [K] |
296 |
Sample age at the start of experiment [days] |
104 |
Exposure duration, texp [days] |
90 |
RH during exposure, RHexp [%] |
100 |
Temperature during exposure, Texp [K] |
296 |
Cl− diffusion coefficient in capillary water at 298 K, Dcw [m2/s] |
2.03 × 10−9
|