Experimental and statistical evaluation of rheological properties of self-compacting concrete containing fly ash and ground granulated blast furnace slag

This study examines an The mediatory role of challenge and threat in the relationship between positive thinking skills and perception of excellent performance: a study on football players attempt to produce self-compacting concrete (SCC) containing fly ash (FA), ground granulated blast furnace slag (S) and both (FA + S).The effects of these materials on the rheological properties of the SCC mixes were studied experimentally.The study began with three groups of SCCs, each with 25% water binder (w/b) and 550 kg/m3 total binder content.Instead of superplasticizers (SP), the chemical admixtures were lignosulphonates (LS), which replaced Portland cement (PC) at levels by weight of 10%, 20%, 30% 40%, 50%, and 60%.

The fresh properties of the mixtures were examined experimentally for slump flow diameter, T50 time, V-funnel time, and L-box height ratio.In the mixtures with FA alone, a continuous decrease was observed in Air quality protection behaviour and stock returns of public companies: Sectoral aspects compressive strength.Increases in strength ended at 40% in the case of FA alone, and 30% for both the S and FA + S mixes.Statistical analysis was carried out to assess the effect of experimentally substituted materials FA and S, with results showing that S had a greater influence than FA on T50 time, V-funnel, L-box height ratio, and compressive strength, while FA had more effect than S on the slump flow diameter test.

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