2019
DOI: 10.1016/j.cemconcomp.2019.01.016
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Enhancement of nano-alumina on long-term strength of Portland cement and the relation to its influences on compositional and microstructural aspects

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Cited by 54 publications
(10 citation statements)
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“…Nanomaterials possess small volume and adding nanomaterials such as nano-silica (NS), Sardon et al used (3-aminopropyl) triethoxysilane (APTES)-modified SiO 2 to reduce the agglomeration of NS significantly [ 4 , 5 , 6 , 7 , 8 , 9 , 10 , 11 , 12 , 13 ]. The addition of nano-titanium dioxide (nano-TiO 2 ) [ 14 ], nano-iron (nano-Fe 2 O 3 ) [ 15 ], nano-alumina (nano-Al 2 O 3 ) [ 16 ], carbon nanotube (CNTs) [ 17 , 18 , 19 ], and nano-clay particles [ 20 ] into cementitious composite can improve its overall properties.…”
Section: Introductionmentioning
confidence: 99%
“…Nanomaterials possess small volume and adding nanomaterials such as nano-silica (NS), Sardon et al used (3-aminopropyl) triethoxysilane (APTES)-modified SiO 2 to reduce the agglomeration of NS significantly [ 4 , 5 , 6 , 7 , 8 , 9 , 10 , 11 , 12 , 13 ]. The addition of nano-titanium dioxide (nano-TiO 2 ) [ 14 ], nano-iron (nano-Fe 2 O 3 ) [ 15 ], nano-alumina (nano-Al 2 O 3 ) [ 16 ], carbon nanotube (CNTs) [ 17 , 18 , 19 ], and nano-clay particles [ 20 ] into cementitious composite can improve its overall properties.…”
Section: Introductionmentioning
confidence: 99%
“…Dissolved nano-alumina precipitates as monosulfate. The formation of monosulfate and monocarbonate related to the presence of nano-alumina is demonstrated in Equations (3) and (4), respectively, which leads to a decrease in porosity, and therefore leads to an improvement in strength by increasing the formation of solids [ 45 ]. Al 2 O 3 ·xH 2 O + 2OH − → 2Al(OH) 4 − + (x − 3)H 2 O 2Al(OH) 4 − + 3Ca(OH) 2 + Ca 2+ + SO 4 2− + 6H 2 O → 3CaO·Al 2 O 3 ·CaSO 4 ·12H 2 O + 2OH − 2Al(OH) 4 − + 3Ca(OH) 2 + Ca 2+ + CO 3 2− + 5H 2 O → 3CaO·Al 2 O 3 ·CaCO 3 ·11H 2 O + 2OH − …”
Section: Methodsmentioning
confidence: 99%
“…Similarly, as demonstrated in Figure 5 and the key observations compiled in Table 2 , the addition of other nanomaterials such as nano-alumina, nano-MgO, nano-ZnO, nano-TiO 2 , nano-clay, and carbon nanotubes (CNT) up to the optimum dosage improves the compressive strength [ 52 , 54 , 56 , 61 , 91 , 99 , 129 , 130 , 131 ]. Clearly from the XRD images ( Figure 6 ), the compressive strength increase is due to the flaw-bridging effect and filler effect at the nano level [ 45 , 132 , 133 , 134 , 135 , 136 ], while agglomeration prevents the hydration process due to the formation of weak bonds within the mortar matrix [ 44 , 137 , 138 , 139 , 140 , 141 ]. From the XRD images ( Figure 6 ), it is quite clear that the formation of CSH compounds occurs from the start of mixing in the case of nano-silica, while it is neutral in the case of nano–titanium oxide.…”
Section: Properties and Methodsmentioning
confidence: 99%
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“…The effect of nanoparticles as partial cement replacement in the concrete mix has been studied by many researchers in recent years. Nano-SiO 2 is the most widely investigated nanoparticle [19,[51][52][53] while the effect of adding other partials such as nano-TiO 2 [22,54,55], nano-Al 2 O 3 [9,56,57], nano-ZnO 2 [58,59], nano-Fe 2 O 3 [10,60], nano-CuO [61], nano-SnO 2 , nano-ZrO 2 [62], nano-TiO 2 [63], carbon nanotubes [64], carbon nano-fibers [45], polycarboxylates [65], nano-Cr 2 O 3 [48,66], nano-clay [45] and nano-CaCO 3 [62,67] in properties of fresh and hardened concrete has been investigated so far. For example, Tawfik et al [68] evaluated the effect of nano-waste ceramic and nano-silica on the mechanical properties of hardened concrete.…”
Section: Nanoparticlesmentioning
confidence: 99%