2014
DOI: 10.1016/j.conbuildmat.2013.12.051
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Microstructure and properties of concrete using bottom ash and waste foundry sand as partial replacement of fine aggregates

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Cited by 282 publications
(114 citation statements)
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“…18. The possibility of substituting natural fine aggregate with industrial by-products such as waste foundry sand and BA was investigated by the researchers [53]. The effect of waste foundry sand and BA in equal quantities as partial replacement of fine aggregates in various percentages (0-60 %), on concrete properties was studied.…”
Section: Replacement Of Fine Aggregatementioning
confidence: 99%
“…18. The possibility of substituting natural fine aggregate with industrial by-products such as waste foundry sand and BA was investigated by the researchers [53]. The effect of waste foundry sand and BA in equal quantities as partial replacement of fine aggregates in various percentages (0-60 %), on concrete properties was studied.…”
Section: Replacement Of Fine Aggregatementioning
confidence: 99%
“…Aggarwal and Siddique investigated the way in which concrete properties are influenced by equal quantities of waste foundry sand and bottom ash as a substitute of fine aggregate. The results showed that the concrete with 30 % replacement of natural fine aggregate with industrial by-product aggregate exhibited greater increase in compressive strength, splitting tensile strength, and flexural strength as compared to conventional concrete [10]. Test results shown in [11] indicate that, when compared to conventional concrete, bottom ash concrete exhibited better dimensional stability and slightly better resistance to sulphuric acid attack, and better resistance to chloride ion penetration.…”
Section: Introductionmentioning
confidence: 77%
“…O uso desse resíduo pode ser observado em pesquisas nacionais em produtos à base de cimento Portland, como argamassas KRUGER;CABRAL;SOUZA, 2013;FERREIRA;FERREIRA;SILVA, 2011;TOLEDO et al, 2013;MELLO, 2004;MIGUEL et al, 2015); bloco de concreto (DAMASCENO; AMERICO, 2012); pavimentos de concreto (WATANABE, 2004); pisos de concreto (GENZLER, 2010); concreto (DAL MAGRO; MORAES; KULAKOWSKI, 2010); e concretos autoadensáveis (ROCHA; LUZ; HERMANN, 2012). Também é possível verificar pesquisas internacionais em concreto (SIDDIQUE; SCHUTTER; NOUMOWE, 2008;SINGH;AGGARWAL;SIDDIQUE, 2014;KHATIB;HERKI;KENAI, 2013;SARASWATI et al, 2013) e em argamassa (SWAPNA;PATIL, 2015;KHANDURI, 2010).…”
Section: Introductionunclassified