2021
DOI: 10.36909/jer.v9i1.8214
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Value added usage of granular steel slag and milled glass in concrete production

Abstract: Industrial development has generated enormous conveniences for humans at the cost of environmental pollution. Cement production is a major cause of carbon dioxide emission in the construction industry, and utilization of a large number of aggregates in concrete is causing scarcity of natural resources and irreversible depletion. The practice of utilizing industrial wastes in the production of concrete can be a useful solution. In this research, green concrete of enhanced properties is produced by incorporation… Show more

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Cited by 9 publications
(5 citation statements)
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“…As a developing country, China is the world's largest cement producer and consumer. However, there are problems such as large consumption of primary resources and large emissions of waste gas and dust in the production of cement [1], which is not conducive to the development of dual carbon strategic objectives. Consequently, supplementary cementitious materials such as fly ash, silica fume, and slag are popular for replacing the part of cement [2][3][4][5][6][7] because the mineralogical phases of these industrial solid wastes are dicalcium silicate (C 2 S), tricalcium silicate (C 3 S), tricalcium aluminate (C 3 A), and tetra calcium aluminoferrite (C 4 AF), which are similar to those of cement [8,9].…”
Section: Introductionmentioning
confidence: 99%
“…As a developing country, China is the world's largest cement producer and consumer. However, there are problems such as large consumption of primary resources and large emissions of waste gas and dust in the production of cement [1], which is not conducive to the development of dual carbon strategic objectives. Consequently, supplementary cementitious materials such as fly ash, silica fume, and slag are popular for replacing the part of cement [2][3][4][5][6][7] because the mineralogical phases of these industrial solid wastes are dicalcium silicate (C 2 S), tricalcium silicate (C 3 S), tricalcium aluminate (C 3 A), and tetra calcium aluminoferrite (C 4 AF), which are similar to those of cement [8,9].…”
Section: Introductionmentioning
confidence: 99%
“…e partial replacement of OPC by steel slag thickens the slurry and decreases the consistency value [39,40].…”
Section: Resultsmentioning
confidence: 99%
“…A high slump value results in too much water content, causing the compressive strength of the concrete to decrease. The water needed for the hydration process is only about 0.25-0.30 of the weight of the cement, while the rest is needed as a lubricant so that the concrete mix is easy to work with [16].However, if the amount of water used for lubrication is excessive when the concrete hardens, it will result in porous concrete with low strength.Slag in the concrete mix causes pore reduction; 60% slag replacement in the concrete mix was found to be the optimum level [17].…”
Section: Fig 7 -A Graph Of the Relationship Of Compressive Strength V...mentioning
confidence: 93%