Research Article
A Novel Method of Self-Healing Concrete to Improve Durability and Extend the Service Life of Civil Infrastructure
Table 3
Comparison of optimization values for concrete durability.
| | Chloride ion permeability chloride ion permeability coefficient (10−8 cm2/s) | Relative dynamic elastic relative dynamic elastic modulus (%) | | Value | Error (%) | Value | Error (%) |
| | Test value | 3.11 | – | 94.65 | – | | Proposed algorithm | 3.15 | 1.29 | 94.09 | 0.59 | | SVM-NSGA-II [38] | 3.23 | 3.86 | 92.68 | 2.08 | | RF-NSGA-II [39] | 3.19 | 2.57 | 93.15 | 1.58 | | LSSVM-NSGA-II [40] | 3.05 | 1.93 | 93.40 | 1.32 |
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