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Oh, Jae Eun
Nano-AIMS Structural Materials Lab.
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Use of Coal Bottom Ash and CaO-CaCl2-Activated GGBFS Binder in the Manufacturing of Artificial Fine Aggregates through Cold-Bonded Pelletization

Author(s)
Jeon, DonghoYum, Woo SungSong, HaeminYoon, SeyoonBae, YounghoonOh, Jae Eun
Issued Date
2020-12
DOI
10.3390/ma13245598
URI
https://scholarworks.unist.ac.kr/handle/201301/49089
Fulltext
https://www.mdpi.com/1996-1944/13/24/5598
Citation
MATERIALS, v.13, no.24, pp.5598
Abstract
This study investigated the use of coal bottom ash (bottom ash) and CaO-CaCl2-activated ground granulated blast furnace slag (GGBFS) binder in the manufacturing of artificial fine aggregates using cold-bonded pelletization. Mixture samples were prepared with varying added contents of bottom ash of varying added contents of bottom ash relative to the weight of the cementless binder (= GGBFS + quicklime (CaO) + calcium chloride (CaCl2)). In the system, the added bottom ash was not simply an inert filler but was dissolved at an early stage. As the ionic concentrations of Ca and Si increased due to dissolved bottom ash, calcium silicate hydrate (C-S-H) formed both earlier and at higher levels, which increased the strength of the earlier stages. However, the added bottom ash did not affect the total quantities of main reaction products, C-S-H and hydrocalumite, in later phases (e.g., 28 days), but simply accelerated the binder reaction until it had occurred for 14 days. After considering both the mechanical strength and the pelletizing formability of all the mixtures, the proportion with 40 relative weight of bottom ash was selected for the manufacturing of pilot samples of aggregates. The produced fine aggregates had a water absorption rate of 9.83% and demonstrated a much smaller amount of heavy metal leaching than the raw bottom ash.
Publisher
MDPI
ISSN
1996-1944
Keyword (Author)
fine aggregatebottom ashGGBFScold-bonded pelletizationheavy metal leaching
Keyword
BLAST-FURNACE SLAGFLY-ASHFRIEDELS SALTCONCRETETEMPERATUREHYDRATIONBEHAVIORSYSTEMSWASTES

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