Research Article
Experimental Investigation and Prediction of Compressive Strength of Ultra-High Performance Concrete Containing Supplementary Cementitious Materials
Table 3
Pore size distribution for designed UHPC.
| | Number | >200 nm (10−3 cm3/g) | 110–200 nm (10−3 cm3/g) | 40–110 nm (10−3 cm3/g) | 10–40 nm (10−3 cm3/g) | <10 nm (10−3 cm3/g) | Total pore volume (cm3/g) | Total pore area (m2/g) |
| | C1 | 0.563 | 0.613 | 1.287 | 1.683 | 0.815 | 0.0050 | 0.969 | | C2 | 0.758 | 0.985 | 2.136 | 2.274 | 2.659 | 0.0088 | 1.586 | | C3 | 0.702 | 0.816 | 1.742 | 1.987 | 2.063 | 0.0073 | 1.343 | | C4 | 0.626 | 0.693 | 1.558 | 1.669 | 1.552 | 0.0061 | 1.159 | | C5 | 0.537 | 0.572 | 1.241 | 1.533 | 0.762 | 0.0047 | 0.932 |
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