2013
DOI: 10.15580/gjsetr.2013.4.020313426
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Flexural Performance of Laterized Concrete made with Blended Flyash Cement (Fa-Latcon)

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“…In order to make concrete more sustainable, the use of pozzolans has been supported by cement and concrete standards like BS EN 197-1 [17] and BS EN 206-1 [18]. Hence, attempts have been made to partially replace the Portland cement content of laterized concrete with pozzolanic materials such as fly ash [19,20], cassava peels ash [21] and volcanic ash [22,23], among others. Pozzolans have intrinsic hydraulicity and while they are characterized by low early-age strength development, their continuous pozzolanic reaction with age would result in concrete with high ultimate strength comparable with that of Portland cement concrete at later ages [24].…”
Section: Introductionmentioning
confidence: 99%
“…In order to make concrete more sustainable, the use of pozzolans has been supported by cement and concrete standards like BS EN 197-1 [17] and BS EN 206-1 [18]. Hence, attempts have been made to partially replace the Portland cement content of laterized concrete with pozzolanic materials such as fly ash [19,20], cassava peels ash [21] and volcanic ash [22,23], among others. Pozzolans have intrinsic hydraulicity and while they are characterized by low early-age strength development, their continuous pozzolanic reaction with age would result in concrete with high ultimate strength comparable with that of Portland cement concrete at later ages [24].…”
Section: Introductionmentioning
confidence: 99%