Abstract
To study the influence of fly ash and silica fume on the compressive strength and splitting tensile strength of high-strength steel fiber concrete, this experiment was carried out with different steel fibers. The experimental results show that when the replacement rate of mineral admixture is 25%, and the proportion of fly ash and silica fume is 3:2, the compressive strength and splitting tensile strength, fluidity, and workability of steel fiber reinforced concrete can be greatly improved.
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