Research Article
Study on Road Performance of Cement-Stabilized Recycled Aggregate Base with Fiber and Rubber
Table 9
Mix proportion design table for basalt fiber rubber water-stabilized aggregate base.
| | Number | Water (%) | Cement (%) | Natural aggregate (%) | Recycled aggregate (%) | Fiber (%) | Rubber particle (%) |
| | X1 (A1B1C1) | 5.2 | 5 | 100 | 0 | 0 | 0 | | X2 (A1B2C2) | 5.2 | 5 | 99.426 | 0 | 0.074 | 0.5 | | X3 (A1B3C3) | 5.2 | 5 | 98.853 | 0 | 0.147 | 1 | | X4 (A2B1C2) | 6.2 | 5 | 49.75 | 49.75 | 0 | 0.5 | | X5 (A2B2C3) | 6.2 | 5 | 49.403 | 49.43 | 0.097/0.074 | 1 | | X6 (A2B3C1) | 6.2 | 5 | 49.807 | 49.85 | 0.193/0.147 | 0 | | X7 (A3B1C3) | 8.5 | 5 | 0 | 99 | 0 | 1 | | X8 (A3B2C1) | 8.5 | 5 | 0 | 99.90 | 0.097 | 0 | | X9 (A3B3C2) | 8.5 | 5 | 0 | 99.31 | 0.193 | 0.5 |
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