2020
DOI: 10.1016/j.jobe.2020.101780
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Fresh, strength and microstructure properties of geopolymer concrete incorporating lime and silica fume as replacement of fly ash

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Cited by 87 publications
(31 citation statements)
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“…This contributes to the greater reactivity of this addition, in addition to contributing to granular packing and helping in pozzolanic reactions in regions that other conventional pozzolans cannot, such as at the paste-aggregate interface. However, it should be noted that silica fume, unlike fly ash, has a higher commercial value, as the production numbers of the silicon industry are much lower than the production of fly ash in thermoelectric plants [ 110 , 111 ].…”
Section: Classic Components Used For Hpc and Uhpc Productionmentioning
confidence: 99%
“…This contributes to the greater reactivity of this addition, in addition to contributing to granular packing and helping in pozzolanic reactions in regions that other conventional pozzolans cannot, such as at the paste-aggregate interface. However, it should be noted that silica fume, unlike fly ash, has a higher commercial value, as the production numbers of the silicon industry are much lower than the production of fly ash in thermoelectric plants [ 110 , 111 ].…”
Section: Classic Components Used For Hpc and Uhpc Productionmentioning
confidence: 99%
“…In this paper, 56 groups of data of fly ash-based geopolymer concrete in literature [14][15][16][17][18][19][20][21][22] were collected, of which 50 groups of compressive strength data are used as training data to train the support vector machine system, and the remaining 6 groups of data are used as a comparison of prediction results. Table 5 shows some training data.…”
Section: Data Training Of Prediction Modelmentioning
confidence: 99%
“…Silica fume (SF), which is a by-product from the smelting process of silicon and the ferrosilicon industry, can be obtained during the carbo-thermic reduction of highly pure quartz. It is characterized by the presence of a micro sphere of non-crystalline silica, having a mean size of 0.1-0.3 µm with an excessive surface area [27][28][29]. Hence, the addition of micro silica as an alternate cementing material enhances the load and durability resistance of concrete due to their better pozzolanic reactivity.…”
Section: Introductionmentioning
confidence: 99%