Research on the Fatigue Properties of High Strength Concrete after Exposure to High Temperature under Low Cyclic Compressive Loading

Table 1

Mix proportions of HSC.

Cement: kg/m^3	Sand: kg/m^3	Gravel: kg/m^3	Water: kg/m^3	Water-reducing agent: kg/m^3	Water-to-binder ratio
510	720	1040	163	11	0.32