Research Article
Effects of Shrinkage Reducing Agent and Expansive Admixture on the Volume Deformation of Ultrahigh Performance Concrete
Table 1
Mixing proportions of UHPC.
| Sample | Cement | SF | SS | Water | SP | AF | SRA | EA |
| JP0 | 100 | 25 | 110 | 25 | 1.8 | 0.5 | 0 | 0 | J1 | 100 | 25 | 110 | 25 | 1.8 | 0.5 | 0.5 | 0 | J2 | 100 | 25 | 110 | 25 | 1.8 | 0.5 | 1 | 0 | J3 | 100 | 25 | 110 | 25 | 1.8 | 0.5 | 2 | 0 | P1 | 100 | 25 | 110 | 25 | 1.8 | 0.5 | 0 | 2 | P2 | 100 | 25 | 110 | 25 | 1.8 | 0.5 | 0 | 3 | P3 | 100 | 25 | 110 | 25 | 1.8 | 0.5 | 0 | 4 |
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