TY - JOUR
T1 - Chlorellestadite-enriched waste-to-energy fly ashes in cementitious systems
T2 - Implications of ash treatment on end use
AU - Baral, Aniruddha
AU - Kumar, Vikram
AU - Roesler, Jeffery R.
AU - Garg, Nishant
N1 - Publisher Copyright:
© 2024 The Author(s)
PY - 2024/11/1
Y1 - 2024/11/1
N2 - Waste-to-energy (WTE) plants generate fly ashes that are often destined for the landfill. These ashes are rich in chlorine, zinc, and various heavy metals. Here, we investigate the feasibility of their incorporation within cementitious systems in the context of a novel treatment process that chemically binds chlorines into chlorellestadite. Untreated ashes enhance the hydration kinetics and strength, likely due to excess Cl. However, the treated ashes retard the hydration because of the presence of ZnO (2–6 wt%). This retardation was successfully mitigated with up to 2 % calcium nitrate additive, resulting in cement-ash pastes that had mechanical strength comparable to 100% cement pastes. The untreated ashes leached excess Cl and led to the precipitation of hydrocalumite, whereas the treated ash–cement pastes were free from this phase. Finally, for ashes incorporated in hardened cement pastes, the leaching of heavy metals such as Pb and Cr was well under the toxicity limit, for both treated and untreated ashes. In summary, untreated ashes may find end use in unreinforced concrete applications, and treated ashes may be used within reinforced concrete, at least up to 10% cement replacement level.
AB - Waste-to-energy (WTE) plants generate fly ashes that are often destined for the landfill. These ashes are rich in chlorine, zinc, and various heavy metals. Here, we investigate the feasibility of their incorporation within cementitious systems in the context of a novel treatment process that chemically binds chlorines into chlorellestadite. Untreated ashes enhance the hydration kinetics and strength, likely due to excess Cl. However, the treated ashes retard the hydration because of the presence of ZnO (2–6 wt%). This retardation was successfully mitigated with up to 2 % calcium nitrate additive, resulting in cement-ash pastes that had mechanical strength comparable to 100% cement pastes. The untreated ashes leached excess Cl and led to the precipitation of hydrocalumite, whereas the treated ash–cement pastes were free from this phase. Finally, for ashes incorporated in hardened cement pastes, the leaching of heavy metals such as Pb and Cr was well under the toxicity limit, for both treated and untreated ashes. In summary, untreated ashes may find end use in unreinforced concrete applications, and treated ashes may be used within reinforced concrete, at least up to 10% cement replacement level.
KW - Ash Treatment
KW - Chlorellestadite
KW - Chlorine
KW - Hydration Kinetics
KW - WTE ash
KW - Zinc
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U2 - 10.1016/j.cej.2024.156038
DO - 10.1016/j.cej.2024.156038
M3 - Article
AN - SCOPUS:85205946456
SN - 1385-8947
VL - 499
JO - Chemical Engineering Journal
JF - Chemical Engineering Journal
M1 - 156038
ER -