Local recycling pressures are providing an impetus to examine the use
of unconventional materials in construction such as waste glass in Por
tland cement concrete. It is well known that the silica in glass can b
e highly reactive with the alkalis in cement paste and that this react
ion can lead to expansion and cracking of the concrete (alkali-silica
reaction or ASR). The potential is examined for controlling ASR and ac
hieving concrete of suitable strength and durability that uses waste g
lass as the aggregate. Laboratory and field research have been complet
ed with concrete mixtures designed primarily for paving or flat-work a
pplications. Various gradations of glass particle sizes added at vario
us fractions of total aggregate content have been studied. Compressive
strength and wet prism expansion are two of the parameters monitored.
The study has spanned several years and has revealed both glass aggre
gate concrete mixtures that show great promise as well as mixtures tha
t fail rapidly. Continued monitoring of the performance of the success
ful mixes over a period of several more; years will provide an importa
nt step toward defining those situations where waste glass can be used
in concrete.