Research Article
Performance Evaluation of Waste Crumb Rubber/Silica Fume Composite Modified Pervious Concrete in Seasonal Frozen Regions
Table 7
Compressive strength loss rate after F-T cycles of RSFPC.
| | Mix ID | Compressive strength loss rate (%) | | 25 F-T cycles | 50 F-T cycles | 75 F-T cycles | 100 F-T cycles |
| | WCR4 + SF12 | 2.1 | 5.1 | 12.7 | 19.4 | | WCR6 + SF12 | 1.3 | 5.2 | 10.9 | 18.3 | | WCR8 + SF12 | 1.0 | 5.0 | 10.1 | 15.6 |
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