2018
DOI: 10.1061/(asce)mt.1943-5533.0002209
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Development and Characterization of Fly Ash–Slag Blended Geopolymer Mortar and Lightweight Concrete

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Cited by 72 publications
(17 citation statements)
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“…There were several recent studies about lightweight foamed alkali-activated materials (AAM), which are referred to as geopolymers in some literature as well, based on fly ash (Najif and El-Hassan 2018) and bottom ash (Görhan and Kürklü 2014). AAMs have been demonstrated to possess many of the necessary qualities a lightweight cementitious material should display, namely high temperature resistance (Cheng-Yong et al 2017), low shrinkage (Duxson et al 2007), low coefficient of permeability (Tenn et al 2015), low thermal conductivity (Wang et al 2010) and good nailability (Duan et al 2016).…”
Section: Introductionmentioning
confidence: 99%
“…There were several recent studies about lightweight foamed alkali-activated materials (AAM), which are referred to as geopolymers in some literature as well, based on fly ash (Najif and El-Hassan 2018) and bottom ash (Görhan and Kürklü 2014). AAMs have been demonstrated to possess many of the necessary qualities a lightweight cementitious material should display, namely high temperature resistance (Cheng-Yong et al 2017), low shrinkage (Duxson et al 2007), low coefficient of permeability (Tenn et al 2015), low thermal conductivity (Wang et al 2010) and good nailability (Duan et al 2016).…”
Section: Introductionmentioning
confidence: 99%
“…Detailed SEM and EDX analysis of the geo-polymer paste has been reported by authors in a precedent study [33] and key findings are reported here for relevance. Figure 9 shows the micrograph of the geo-polymer.…”
Section: Resultsmentioning
confidence: 88%
“…Ground granulated blast furnace slag (GGBS) and fly ash (FA) waste materials are investigated and found to form a GP by activating polymerization using a mixed solution of sodium silicate (Na 2 SiO 3 ) and sodium hydroxide (NaOH). Based on the previous composition optimization [33], NaOH and Na 2 SiO 3 were kept as 1:1.5 while the ratio of GGBS to FA to DS was fixed 1:3:6 in the geo-polymer paste composition. Three different grades of lightweight expanded clay aggregate (LECA) in terms of particle size and morphology were used.…”
Section: Methodsmentioning
confidence: 99%
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“…However, Ismail and El-Hassan reported a significant difference in compressive strength between heat-cured and ambient-cured samples at 28 days. The variation was around 28.5% for one set of conditions at the value of around 112 MPa for the heat-cured sample [19]. In the current study, heat curing of GP is employed not to answer the questions entailing the effect of heat curing onto compressive strength but to instill porosity into the GP.…”
Section: Introductionmentioning
confidence: 98%