Advances in Materials Science and Engineering / 2019 / Article / Tab 1

Research Article

Degradation Behavior of Concrete after Freeze-Thaw Cycles and Then Exposure to High Temperatures

Table 1

Mixture proportions of concrete specimens.

Cement (kg/m3)Water (kg/m3)Coarse aggregate (kg/m3)Fine aggregate (kg/m3)Fly ash (kg/m3)


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