Table 3 Concrete mixture proportions (kg/m3)
From: Effect of Waste Tire Rubber Particles on Concrete Abrasion Resistance Under High-Speed Water Flow
Group | Mixtures | Water | Cement | Crushed stones | Sand | RPs | RP content |
|---|---|---|---|---|---|---|---|
A | C30-0 | 190 | 350 | 1180 | 680 | 0 | 0% |
C30-10 | 190 | 350 | 1180 | 612 | 28 | 10% | |
C30-15 | 190 | 350 | 1180 | 578 | 42 | 15% | |
C30-20 | 190 | 350 | 1180 | 544 | 56 | 20% | |
B | C50-0 | 158 | 472 | 1170 | 680 | 0 | 0% |
C50-10 | 158 | 472 | 1170 | 612 | 28 | 10% | |
C50-15 | 158 | 472 | 1170 | 578 | 42 | 15% | |
C50-20 | 158 | 472 | 1170 | 544 | 56 | 20% |