Table 6 Percentage variations of residual compressive strength due to treated, self-healed, and treated and self-healed samples.
From: Experimental and numerical study on post-fire self-healing concrete for enhanced durability
S. No. | Sample | % increase in residual compressive strength | ||
|---|---|---|---|---|
Treatment | Self-healed | Treatment and self-healed | ||
2 | ECC_CP_10 | 3.08 | 6.51 | 7.72 |
3 | ECC_CP_15 | 3.18 | 6.58 | 7.96 |
4 | ECC_CP_20 | 3.22 | 6.98 | 8.35 |
5 | EC_10 | 2.97 | 6.28 | 7.74 |
6 | EC_15 | 3.12 | 6.61 | 8.13 |
7 | EC_20 | 3.04 | 6.62 | 9.04 |
8 | CFBB_CP_10 | 3.96 | 7.22 | 9.66 |
9 | CFBB_CP_15 | 3.18 | 7.10 | 9.32 |
10 | CFBB_CP_20 | 3.44 | 7.06 | 9.21 |
11 | CFBB_10 | 3.06 | 6.22 | 7.50 |
12 | CFBB_15 | 3.23 | 6.66 | 7.99 |
13 | CFBB_20 | 3.22 | 6.93 | 8.07 |
14 | GC_CP_10 | 3.03 | 6.58 | 5.66 |
15 | GC_CP_15 | 3.39 | 6.17 | 8.27 |
16 | GC_CP_20 | 3.35 | 6.54 | 8.81 |
17 | RA_10 | 2.52 | 6.58 | 6.34 |
18 | RA_15 | 2.43 | 6.76 | 6.10 |
19 | RA_20 | 2.97 | 6.56 | 6.12 |
