2013
DOI: 10.1016/j.conbuildmat.2013.02.040
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Chemical behaviour of ground waste glass when used as partial cement replacement in mortars

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Cited by 152 publications
(77 citation statements)
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“…Khmiri et al [17] showed that only at 90 days does the compressive strength of mortars with 20% substitution of the cement by glass particles of 20 m present values close to compounds cast without glass. Calmon at al.…”
Section: Compressive Strength Testsmentioning
confidence: 99%
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“…Khmiri et al [17] showed that only at 90 days does the compressive strength of mortars with 20% substitution of the cement by glass particles of 20 m present values close to compounds cast without glass. Calmon at al.…”
Section: Compressive Strength Testsmentioning
confidence: 99%
“…For Khmiri et al [17], Shao et al [23], and Shi et al [24], only ground waste glass below 38 or 45 m or even a few tenths of a micrometer could present pozzolanic activity. On the other hand, the pozzolanic activity of powdered glass can be optimized by curing at above ambient temperatures [19].…”
Section: Introductionmentioning
confidence: 99%
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“…Some studies have been conducted to characterize the pozzolanic activity of finely ground GP in concrete (Shao et al 2000;Dyer and Dhir 2001;Shi et al 2005;Neithalath 2008;Schwarz et al 2008;Jain and Neithalath 2010;Matos and Sousa-Coutinho 2012;Khmiri et al 2013;Carsana et al 2014;Kim et al 2014;Mirzahosseiniand and Riding 2014;Du and Tan 2014c). Depending on its fineness, GP would generally exhibit pozzolanic reaction at a slower rate compared with the cement hydration.…”
Section: Introductionmentioning
confidence: 99%