2018
DOI: 10.1016/j.cemconcomp.2018.05.012
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Nano-silica and silica fume modified cement mortar used as Surface Protection Material to enhance the impermeability

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Cited by 224 publications
(53 citation statements)
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“…Surface protection materials can be prepared by using nano-SiO 2 and silica fume modified mortar. When this material is coated on the concrete surface, the concrete shows good impermeability [7]. Nano-silica particles are also valuable in enhancing the strength of mortar, because nano-SiO 2 can not only fill the pores in the matrix, but also act as an activator to promote pozzolan reaction [8].…”
Section: Introductionmentioning
confidence: 99%
“…Surface protection materials can be prepared by using nano-SiO 2 and silica fume modified mortar. When this material is coated on the concrete surface, the concrete shows good impermeability [7]. Nano-silica particles are also valuable in enhancing the strength of mortar, because nano-SiO 2 can not only fill the pores in the matrix, but also act as an activator to promote pozzolan reaction [8].…”
Section: Introductionmentioning
confidence: 99%
“…Chloride diffusion coefficient (D RCM ) of the C-FA-NS system was examined, and the results are shown in Figure 3. From the figure, it was seen [8,22]. It is generally believed that the impermeability of cement-based material is related to the pore structure and microstructure [50].…”
Section: Resultsmentioning
confidence: 91%
“…Furthermore, another kind of SPM was coated as a layer on the surface of the matrix. Zhang reported that cement mortar modified with nanosilica (NS) and silica fume could be used as SPM to enhance the impermeability [22]. e reason was revealed that NS and silica fume not only consumed CH to form the dense C-S-H but also exerted the excellent filling effect, thereby declining the porosity, increasing density, improving the microstructure including interfacial transition zone (ITZ), and enhancing the mechanical performance [23][24][25][26].…”
Section: Introductionmentioning
confidence: 99%
“…Compared with the DTA-TG atlas, it can be seen that the endothermic peak around 100°C is due to the evaporation of the free water and the dehydration of C-S-H and AFt; the second one located at 460°C is attributed to Ca(OH) 2 ; and the third one at 680°C is caused by the decomposition of CaCO 3 which is due to the carbonization of CH in the process of preparing the samples. So, the following equation [20] can be used to calculate Ca(OH) 2 content:…”
Section: Hydration Heatmentioning
confidence: 99%