2019
DOI: 10.1016/j.compositesb.2018.11.136
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Study on mechanical properties of ternary blended concrete containing two different sizes of nano-SiO2

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Cited by 40 publications
(11 citation statements)
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“…e optimum doping amount has also been considered. e strength will decrease if it exceeds the optimal dosage mainly because a large amount of NS will aggregate and cannot be well dispersed in the mixture [47,74,76,77]. Amin and Abu el-Hassan [81] investigated the influence of the content of NS between 0% and 1.8% and basalt fiber with different contents on the compressive strength and tensile strength.…”
Section: Compressive Strengthmentioning
confidence: 99%
See 1 more Smart Citation
“…e optimum doping amount has also been considered. e strength will decrease if it exceeds the optimal dosage mainly because a large amount of NS will aggregate and cannot be well dispersed in the mixture [47,74,76,77]. Amin and Abu el-Hassan [81] investigated the influence of the content of NS between 0% and 1.8% and basalt fiber with different contents on the compressive strength and tensile strength.…”
Section: Compressive Strengthmentioning
confidence: 99%
“…Also, for specimens containing Class F fly ash and nanosilica, BSEM showed higher degree of hydration at 28 days relative the control mixture containing only Class F fly ash. Nazerigivi and Najigivi showed that the addition of 80 nm SiO 2 nanoparticles in ternary blended concrete can fill the cement pores and produce much more C-S-H gel resulting in better mechanical performance of the ternary blended concrete with respect to control concrete [77]. e study of Supivt and Shaikh indicated that NS can react more rapidly with the free lime in the course of hydration reaction than fly ash, and more secondary C-S-H gel can be produced to fill into the microvoids due to the fairly tiny particle size and large specific surface area of SiO 2 nanoparticles in high volume fly ash concrete [73].…”
Section: Effect Of Different Nanomaterials Onmentioning
confidence: 99%
“…This strength value is 42.2% higher than that of the concrete sample without nano-silica and silica fume. More investigations about of nano-silica modified cement were reported by Nazerigivi and Najigivi [86]. They studied the influence on the mechanical strength of concrete specimens caused by incorporation of two different nano-silica sizes (15 nm and 80 nm) with percentages of 0.5%, 1.0%, 1.5% and 2.0% by cement weight.…”
Section: Nanomaterials In Cement-based Materialsmentioning
confidence: 99%
“…These cracks are formed in the process of fabrication or exploitation [ 3 ]. As the nanoscale cracks grow and expand over time, larger micro-scale cracks can develop, which may cause structural failures [ 4 , 5 , 6 ]. Timely detection of these intrinsic damages in initial phases can prevent their progression and the sudden collapse of structures and greatly minimize potential consequences of deterioration in the service life of structures [ 7 , 8 ].…”
Section: Introductionmentioning
confidence: 99%