Table 8.
Correlation between different pore sizes and compressive strength or elastic modulus of recycled concrete.
Item | Different Pore Size | |||
---|---|---|---|---|
<20 nm | 20~50 nm | 50~200 nm | >200 nm | |
Compressive strength | 0.827 | 0.987 ** | −0.887 * | −0.995 ** |
Elastic modulus | 0.782 | 0.893 * | −0.827 | −0.910 * |
Note: ** The correlation was significant at level 0.01 (two-tailed). * The correlation was significant at level 0.05 (two-tailed).