Characteristics and pozzolanic reactivity of glass powders

By C. Shi, Yanzhong Wu, C. Riefler, H. Wang. 2005

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Properties of architectural mortar prepared with recycled glass with different particle sizes (2011, background): “Cem Concr Res 2000;30(1):91-100 [12] Shi C, Wu Y, Riefler C, Wang H.”
A comparative study on the feasible use of recycled beverage and CRT funnel glass as fine aggregate in cement mortar (2012, methodology): “As for n-TFG50, a greater reduction (approximately 25%) in 90-day flexural strength was observed, probably due to the retardation effect of lead on the hydration of cement (Shi et al., 2005; Cheeseman and Asavapisit, 1999).”
Durability of mortar using waste glass powder as cement replacement (2012, background): “Chemical composition of WGP is in accordance with those values and with results by other authors using soda lime glass waste in mortar and concrete [14–18].”
Self-compacting concrete with different levels of pulverized fuel ash (2010, background): “hydration of cement [22] or the inclusion of fly ash in concrete [10].”
Effects of crushed glass cullet sizes, casting methods and pozzolanic materials on ASR of concrete blocks (2011, background): “Several papers have been published [7, 11] on the use of suitable pozzolanic materials such as silica fume (SF), fly ash (FA), ground granulated blast furnace slag (GBFS) and metakaolin (MK) in the concrete mix at appropriate proportions to react with calcium hydroxide to reduce the alkalinity of th”