The melting of municipal solid waste incinerator (MSWI) fly ash can produce
an extremely stable glassy slag that exhibits pozzolanicity if activated.
Such slag, therefore, could be recovered in more valuable form as a cement
replacement than as a roadbed aggregate. This study investigates the hydrau
lic activity, compressive strength development. composition variation, and
heavy metal leachability of such fly-ash-slag-blended cement (FASBC). The r
esults indicate that FASBC pastes. with cement replacement ratios of less t
han 20%, show a smaller early strength but a larger later strength at the a
ge of 28 days. It was found that early cement hydration, Followed by the br
eakdown and dissolving of the slag, enhanced the formation of calcium silic
ate hydrates (C-S-H), which contributes to the later strength. The XRD and
Si-29 MAS/NMR results also indicate that, after 28 days, both the hydration
degree and the average length of the linear polysilicate anions would incr
ease with an increasing cement replacement ratio, implying an increased str
ength development. On the other hand, the targeted heavy metal leaching con
centrations in the synthetic slag and the FASBC paste were significantly lo
w; thus clearing the EPA's regulatory thresholds. These factors suggest the
Feasibility and safety of using MSWI fly ash slag in blended cement. (C) 2
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