Mechanical Characteristics of Copper Slag and Sugarcane Bagasse Ash-based Sustainable Concrete Prepared with PEG-400 as Internal Curing Agent
J. Environ. Nanotechnol., Volume 13, No 4 (2024) pp. 386-398
Abstract
In recent years, scientists have extensively investigated the use of internal curing methods in concrete to improve its ability to retain water. It has been observed that proper curing forms an important step in enhancing the strength and durability of concrete, which has been found to exert a significant influence on its overall development. A study on the structural properties of self-curing concrete is discussed in the following research article. SCBA and CS are used as supplementary materials along with the concrete mix. PEG-400 is used as the self-curing agent in the concrete mix. This research is based on the discussion of the properties of the new concrete mixture. The study looks into how the components will influence the mechanical behavior of the concrete. For testing purposes, two mixtures of the concrete were prepared. The first lot involved five mix ratios of the concrete, with the control mixture containing 0.5% to 2% PEG-400 relative to cement weight. For the second mix, copper slag (CS) replaced part of the fine aggregate and was at the age of 40%, while the cement was partially substituted with an amount of 5-20% sugarcane bagasse ash (SCBA) in self-curing concrete, which contains 1% PEG-400. Investigations were conducted to prove the possibility of self-curing concrete admixed with CS and SCBA. Slump cone, compressive, split tensile and flexural strengths are explored during these tests.
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Reference
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