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The effects of glass powder on the strength development, chloride permeability and potential alkali-aggregate reaction expansion of lightweight aggregate concrete were investigated.Ground blast furnace slag, coal fly ash and silica fume were used as reference materials. The re-placement of cement with 25% glass powder slightly decreases the strengthes at 7 and 28 d, but shows no effect on 90 d's. Silica fume is very effective in improving both the strength and chloride penetra-tion resistance, while ground glass powder is much more effective than blast furnace slag and fly ash in improving chloride penetration resistance of the concrete. When expanded shale or clay is used as coarse aggregate, the concrete containing glass powder does not exhibit deleterious expansion even if alkali-reactive sand is used as fine aggregate of the concrete.

参考文献

[1] Kok Seng Chia;Min-Hong Zhang .Water permeability and chloride penetrability of high-strength lightweight aggregate concrete[J].Cement and Concrete Research,2002(4):639-645.
[2] Arnon Bentur;Shin-ichi Igarashi;Konstantin Kovler .Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates[J].Cement and Concrete Research,2001(11):1587-1591.
[3] Caijun Shi;Yanzhong Wu;Chris Riefler .Characteristics and pozzolanic reactivity of glass powders[J].Cement and Concrete Research,2005(5):987-993.
[4] V. Ducman;A. Mladenovic;J.S. Suput .Lightweight aggregate based on waste glass and its alkali-silica reactivity[J].Cement and Concrete Research,2002(2):223-226.
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