2019
DOI: 10.1016/j.conbuildmat.2019.06.198
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Investigation of geopolymers containing fly ash and ground-granulated blast-furnace slag blended by amorphous ratios

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Cited by 56 publications
(18 citation statements)
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“…It involves the dissolution of aluminum silicate with geological origin substance or industrial waste such as slag, ash, biomass, or red mud in a highly alkaline medium releasing Si and Al species [19]. Numerous studies have elaborated on the geopolymeric formation by the utilization of incinerated municipal solid waste (MSW) ash, namely municipal solid waste bottom ash (MSW-BA) and fly ash (MSW-FA) as a source of solid aluminosilicate [20][21][22][23][24][25]. The composition of the geopolymers consists of a three-dimensional network of free AlO 4 and SiO 4 tetrahedral, which are formed due to the breakdown of Si-O-Si and Si-O-Al bonds.…”
Section: Introductionmentioning
confidence: 99%
“…It involves the dissolution of aluminum silicate with geological origin substance or industrial waste such as slag, ash, biomass, or red mud in a highly alkaline medium releasing Si and Al species [19]. Numerous studies have elaborated on the geopolymeric formation by the utilization of incinerated municipal solid waste (MSW) ash, namely municipal solid waste bottom ash (MSW-BA) and fly ash (MSW-FA) as a source of solid aluminosilicate [20][21][22][23][24][25]. The composition of the geopolymers consists of a three-dimensional network of free AlO 4 and SiO 4 tetrahedral, which are formed due to the breakdown of Si-O-Si and Si-O-Al bonds.…”
Section: Introductionmentioning
confidence: 99%
“…This indicates that the addition of natural perlite, at the 40% level, has contributed to the compressive strength development of the synthesized geopolymers, presumably related to the additional reaction resource obtained from the perlite. The increase in the compressive strength with the perlite incorporation was due to the relatively higher SiO 2 /Al 2 O 3 molar ratio and the amorphous nature of perlite compared to pozzolan [1,30,31], which increases the content of reactive silica and alumina in the reaction medium and, consequently, the formation of more geopolymerization products, which could be mainly sodium aluminosilicate hydrate gel (N-A-S-H) due to the low calcium content [30,32]. These results are in accordance with those found by Duan et al, [33], which show the increase in compressive strength of y ash-based geopolymers with increasing silica fume content.…”
Section: Compressive Strength Analysismentioning
confidence: 99%
“…The specific gravities of the FA and GGBFS were 2.4 and 3.0. The mix design used in this study was derived from the previous study with the amorphous calcium content reduced to ensure sufficient setting time for casting [ 30 ]. SF was also added to ensure that the concrete strength to exceed 50 MPa for the optimal fibre–matrix anchorage of the fibres.…”
Section: Experimental Investigationmentioning
confidence: 99%