Research on the Effect of Curing Temperature, Steel Fiber, and Admixture Content on Concrete Performance Based on Orthogonal Test in Cold Region

Table 1

The effect of concrete mixture temperature, steel fiber, and water reducing agent on slump.

Number	Mixture temperature (°C)	Steel fiber content (kg/m^3)	Water reducing agent content (kg/m^3)	Slump (mm)
1	0	35	0	23
2	0	40	4	40
3	0	45	8	248
4	6	35	4	33
5	6	40	8	231
6	6	45	0	9
7	12	35	8	179
8	12	40	0	11
9	12	45	4	48