Advances in Materials Science and Engineering / 2013 / Article / Tab 1

Research Article

Behavior of HPC with Fly Ash after Elevated Temperature

Table 1

Mix proportions and major parameters of concrete.

Strength levelCement
(kg/m3)
Sand
(kg/m3)
Coarse aggregate (kg/m3)Water
(kg/m3)
Fly ash (kg/m3)Water-reducing agent (kg/m3)Slump
(cm)

C60470616109517594.56.7724
C50434640108018591.05.8125