2020
DOI: 10.1016/j.wasman.2019.10.013
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Compositional modelling and crushing behaviour of MSWI bottom ash material classes

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Cited by 20 publications
(3 citation statements)
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“…C&D waste includes aggregates, brickbats, demolished concrete fragments, and ceramics; non-combustibles include metals and glass; combustibles include plastic, wood, cloths, rags, and paper. Sintered materials are porous quenched materials formed by the fusion of ash during incineration at high temperatures [17][18]. Both materials have approximately 65-70% of soil-like material, and the coarse fraction constitutes the remaining categories, as shown in Table 1.…”
Section: Compositional Analysismentioning
confidence: 99%
“…C&D waste includes aggregates, brickbats, demolished concrete fragments, and ceramics; non-combustibles include metals and glass; combustibles include plastic, wood, cloths, rags, and paper. Sintered materials are porous quenched materials formed by the fusion of ash during incineration at high temperatures [17][18]. Both materials have approximately 65-70% of soil-like material, and the coarse fraction constitutes the remaining categories, as shown in Table 1.…”
Section: Compositional Analysismentioning
confidence: 99%
“…IBA from waste incineration consists of solid phases such as glass, ceramics, ash, and metals (ferrous, Fe; and non-ferrous, NFe) already contained in the MSW, as well as new phases that are formed during the incineration process [4][5][6][7]. The recovery of elemental metals from IBA is nowadays state-of-the-art technology for ferrous and also non-ferrous metals [8].…”
Section: Introductionmentioning
confidence: 99%
“…On the other hand, the recycling treatment of the aged concrete structure can recover most of the original wastes as high quality fine and coarse recycle concrete aggregates and thus leave 10%-20% of fine concrete waste powder (Lu et al, 2018). The main components in waste powder are hydrated cement paste (HCP) but the exact composition can depend on the crushing and heating methods used to recycle concrete (He et al, 2020;Serpell and Lopez, 2013;van de Wouw et al, 2020;Yang et al, 2019). The waste powder can have a high water demand due to the porous structure and high surface area, along with a very low reactivity when used as a supplementary cementitious materials (SCMs) (He et al, 2020;Shi et al, 2016aShi et al, , 2016b, causing the difficulty in applying to normal concrete production without further treatment or activation (Kan and Demirboǧa, 2009;Spiesz et al, 2013;Yu et al, 2013).…”
Section: Introductionmentioning
confidence: 99%