2022
DOI: 10.1016/j.cscm.2021.e00859
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Influence of nano waste materials on the mechanical properties, microstructure, and corrosion resistance of self-compacted concrete

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Cited by 12 publications
(12 citation statements)
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“…Chen et al [ 22 ] used mullite as raw material, coarse and fine ZrO 2 (Y 2 O 3 ) as admixtures, and prepared zirconia reinforced mullite ceramics with a compressive strength of 378 MPa by isostatic pressing. Hussien et al [ 23 ] used fused mullite, α -Al 2 O 3 micropowder and semistable zirconia as raw materials, polycrystalline alumina fiber as admixture, and sintered at 1500°C for 3 h to prepare a composite material with good dimensional stability and flexural strength. and compressive strength of 56 MPa and 203 MPa, respectively, and the number of thermal shocks up to 36 times of alumina fiber reinforced mullite-zirconia composite ceramics [ 24 ].…”
Section: Results Analysismentioning
confidence: 99%
“…Chen et al [ 22 ] used mullite as raw material, coarse and fine ZrO 2 (Y 2 O 3 ) as admixtures, and prepared zirconia reinforced mullite ceramics with a compressive strength of 378 MPa by isostatic pressing. Hussien et al [ 23 ] used fused mullite, α -Al 2 O 3 micropowder and semistable zirconia as raw materials, polycrystalline alumina fiber as admixture, and sintered at 1500°C for 3 h to prepare a composite material with good dimensional stability and flexural strength. and compressive strength of 56 MPa and 203 MPa, respectively, and the number of thermal shocks up to 36 times of alumina fiber reinforced mullite-zirconia composite ceramics [ 24 ].…”
Section: Results Analysismentioning
confidence: 99%
“…According to Figure 9, there are findings which indicated that the CS could increase with the increase of NS content (within 6%). 4,15,29,[40][41][42][43] Nearly half of the published findings have shown that the optimal NS content for CS promotion is 2%-3%, [30][31][32][33]37,39,44,49 after exceeding the optimal ratio, the increase rate of CS decreases, though still higher than the control group. This conclusion is also supported by the systematic multiscale models developed by Faraj et al, 86 for predicting CS of SCC modified with NS using three model techniques such as linear regression, nonlinear regression, and multi-logistic regression.…”
Section: Discussionmentioning
confidence: 99%
“…30,34,43 For the normal strength concrete in which the CS is below 60 MPa, after adding 0%-6% NS, the 28-days CS increases more (by 10%-47%). 4,15,29,33,37,39,40,42,44,49 As a SCM for SCC, NS usually plays two roles. One is that the high pozzolanic activity of NS can promote hydration, the reaction between SiO 2 and cement hydration product Ca(OH) 2 produces C-S-H gels, subsequently the generated C-S-H gels can fill the pores in SCC.…”
Section: Discussionmentioning
confidence: 99%
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“…However, in terms of the selection of cement paste corrosion factors under actual working conditions, these secondary parameters usually need to be ignored. To better simulate the corrosion environment of cement paste under actual working conditions, it is necessary to master the solubility relationship of CO 2 acid corrosion medium under Srivastava et al, 2020;Mei et al, 2019;Mahmoud and Elkatatny, 2020;Hussien et al, 2022 Alkali activated mineral natural volcanic ash/Metakaolin/fly ash/ blast furnace slag, etc…”
Section: Environmental Factorsmentioning
confidence: 99%