Research Article
Dynamic Characteristics and Chloride Resistance of Basalt and Polypropylene Fibers Reinforced Recycled Aggregate Concrete
Table 6
Mix proportions of reference concrete and RAC.
| | Concrete ID | Volume content of fiber (%) | Coarse aggregate (%) | Water (kg) | | PP | BF | NA | RA |
| | R | 0.0 | 0.0 | 0.0 | 0.0 | 165 (0) | | 50RAC | 0.0 | 0.0 | 50.0 | 50.0 | 165 (23.2) | | 100RAC | 0.0 | 0.0 | 100.0 | 100.0 | 165 (46.4) | | 50RAC-PP-0.1 | 0.1 | 0.0 | 50.0 | 50.0 | 165 (23.2) | | 50RAC-PP-0.2 | 0.2 | 0.0 | 50.0 | 50.0 | 165 (23.2) | | 50RAC-PP-0.3 | 0.3 | 0.0 | 50.0 | 50.0 | 165 (23.2) | | 50RAC-BF-0.1 | 0.0 | 0.1 | 50.0 | 50.0 | 165 (23.2) | | 50RAC-BF-0.2 | 0.0 | 0.2 | 50.0 | 50.0 | 165 (23.2) | | 50RAC-BF-0.3 | 0.0 | 0.3 | 50.0 | 50.0 | 165 (23.2) |
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