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- W4360830360 abstract "In every developing country, the primary source of fine aggregate in cement concrete infrastructure is natural fine sand (NS). The decrease in natural fine sand (NS) derives from the requirement of supplementary materials like fine crushed stone dust (SD) as a partial replacement for natural sand. The present case study of different nominal mixes of M25 grade was cast and analyzed in detail for the different parameters of fine crushed stone dust, a regionally available solid waste product in India, as a partial substitute for cement. Every mix has been tested in both a fresh and hardened state. The fresh mix concrete has been tested under the slump cone test, the compaction factor, and the density test, whereas the hardened state has been tested under compression, flexural, and tension. The microstructural behaviour of concrete has also been summarized by ultrasonic pulse velocity (UPV). The experimental result shows that the strength properties of cement concrete incorporating acceptable solid waste consisting of crushed stone dust were homogenous and much higher than conventional concrete. The cement concrete stone dust CCSD7.5 with partial replacement of 7.5% stone dust shows an increase in compressive and flexural strengths of 14.42% and 15.85% at 28 and 56 days as compared to the nominal mix, respectively. The increase in strength is due to the dense microstructure of the specimen in the presence of fine crushed stone dust, also verified by an increase in ultrasonic pulse velocity of about 10%. The present case study concluded that using freely available solid waste as a partial replacement for cement not only reduced the consumption and cost of the material but could also be beneficial to restoring environmental issues." @default.
- W4360830360 created "2023-03-25" @default.
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- W4360830360 date "2023-03-01" @default.
- W4360830360 modified "2023-10-16" @default.
- W4360830360 title "Experimental study on fine-crushed stone dust a solid waste as a partial replacement of cement" @default.
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- W4360830360 doi "https://doi.org/10.1016/j.matpr.2023.03.222" @default.
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