2020
DOI: 10.1016/j.conbuildmat.2020.118875
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Study on performance enhancement of self-compacting concrete incorporating waste foundry sand

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Cited by 44 publications
(15 citation statements)
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“…Meanwhile, [58] confirms that, even when polycarboxylate ether superplasticizers are use, the workability of concretes containing SFS as fine aggregate decreases. Furthermore, compressive strength, dynamic elastic modulus, surface sorptivity and water permeability were all impacted by the waste addition.…”
Section: Recycled Granulated Steelmentioning
confidence: 57%
“…Meanwhile, [58] confirms that, even when polycarboxylate ether superplasticizers are use, the workability of concretes containing SFS as fine aggregate decreases. Furthermore, compressive strength, dynamic elastic modulus, surface sorptivity and water permeability were all impacted by the waste addition.…”
Section: Recycled Granulated Steelmentioning
confidence: 57%
“…According to Santos, Dalla Valentina and Souza [ 36 ], exhaust powder has an irregular lamellar shape and in general, presents grains with sizes smaller than 180 µm. Already Parashar et al [ 66 ] revealed that WFS particles have irregular shape. Figure 4 b demonstrates the changes in the particles surface, that occur due to thermal shock that happens as a result of the powder contact with liquid metal during molding [ 28 ].…”
Section: Resultsmentioning
confidence: 99%
“…In Souza [ 67 ], quartz, hematite, potassium oxide, aluminum oxide, sodium oxide and periclase were identified. Parashar et al [ 66 ] reported that WFS was mostly a crystalline material and presented quartz and albite as major phases.…”
Section: Resultsmentioning
confidence: 99%
“…The splitting tensile strength of SCC concrete with 15% WFS content was significantly higher than the concrete without WFS [ 62 ]. In contrast, Parasha et al [ 58 ] concluded that the replacement of WFS decreased split tensile strength. According to Sowmya et al [ 50 ], the split tensile strength of concrete increased up to 20% substitution of WFS.…”
Section: Mechanical Propertiesmentioning
confidence: 96%
“…The results of this study in compression strength seem to be in line with the observations of many other research findings [ 56 , 57 ]. In contrast, Parasha et al [ 58 ] used WFS as a partial alternative for natural river sand in concrete in proportions of 0, 10, 20, 30, and 40%. Results indicate that concrete compressive strength is decreased when WFS is substituted.…”
Section: Mechanical Propertiesmentioning
confidence: 99%