2019
DOI: 10.1080/19648189.2018.1559241
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Potential use of activated Algerian natural pozzolan powder as a cement replacement material

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Cited by 9 publications
(7 citation statements)
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“…An increase in the pozzolanic activity of VA can overcome the important disadvantage of low early strength gains in cement containing VA materials [ 66 , 70 ]. Thus, different pre-treatments have been used to increase the potential reactivity of VAs [ 43 , 49 , 50 , 51 , 71 , 72 ]. There are three types of pre-treatment: mechanical activation (MA), the thermal method via calcination and chemical activation methods.…”
Section: Treatments To Increase the Reactivity Of Natural Volcanicmentioning
confidence: 99%
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“…An increase in the pozzolanic activity of VA can overcome the important disadvantage of low early strength gains in cement containing VA materials [ 66 , 70 ]. Thus, different pre-treatments have been used to increase the potential reactivity of VAs [ 43 , 49 , 50 , 51 , 71 , 72 ]. There are three types of pre-treatment: mechanical activation (MA), the thermal method via calcination and chemical activation methods.…”
Section: Treatments To Increase the Reactivity Of Natural Volcanicmentioning
confidence: 99%
“…In addition, when the semi-crystalline nature of the material is predominant, the VA has a deficiency in CaO and reactive Al 2 O 3 components. Consequently, in order to increase the reactivity of alkali-activated binders and produced cementitious construction materials with a higher mechanical properties, it is common to use a calcination process > 700 °C [ 8 , 49 , 72 , 79 ]. Bondar et al [ 43 ] concluded that calcination processes at 700, 800 and 900 °C positively influenced the mechanical properties of geopolymer pastes.…”
Section: Treatments To Increase the Reactivity Of Natural Volcanicmentioning
confidence: 99%
“…Dry activators NC, NS, and CaCl were used at 2% and 4% for binder weight. In addition, the CaCl activator was also used in 1 wt% [ 17 , 32 , 62 ]. Dry AA was adequately dissolved in water before being added to the dry binder for mortar production.…”
Section: Stage 1 MIX Proportions Results and Discussionmentioning
confidence: 99%
“…In contrast, the f cm strengths of the mortars produced with 2% NSi and 4% CaCl activators reduced the f cm strength values obtained with 1% NSi and 2% CaCl, respectively. This behaviour could be explained by an excess of Na + due to the high alkali concentration in the pore solution and also partly due to the relatively weak binding (and exchangeability) of Na + in the matrix, which remained unreacted in the mortar matrix and might have leached out [ 17 ].…”
Section: Stage 1 MIX Proportions Results and Discussionmentioning
confidence: 99%
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