Abstract

We studied experimentally and statistically the feasibility of using concrete wash water in the production of fresh concrete. The setting time of hydraulic cement and the compressive strength of the hydraulic cement mortars were acceptable. In the framework of 54 mix designs and using various mixes of tap water and concrete wash water, we produced concrete samples to assess the characteristics of the samples. The workability and penetration depth of all the samples were allowable. We used an analysis of variance (ANOVA) technique to analyze the tensile, flexural and compressive strengths which indicated the concrete wash water did not alter the strengths significantly.

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