2013
DOI: 10.1016/j.hbrcj.2013.09.001
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Characteristics of blended cements containing nano-silica

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Cited by 101 publications
(45 citation statements)
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“…For preparation of mortars, the sand was added gradually in step b) and mixed at medium speed for additional 30 sec. The mortars were prepared according to ASTM (C109-93) by mixing 1 part of cement and 2.75 parts of sand proportion by weighing with water content sufficient to obtain a flow of 110±5 with 25 drops of the flowing table [30][31][32]. Freshly prepared cement mortars were placed in 50×50×50mm cubic moulds into two approximately equal layers manually compacted and pressed until a homogeneous specimen was obtained.…”
Section: Preparation Of Cement Pastes and Mortarsmentioning
confidence: 99%
“…For preparation of mortars, the sand was added gradually in step b) and mixed at medium speed for additional 30 sec. The mortars were prepared according to ASTM (C109-93) by mixing 1 part of cement and 2.75 parts of sand proportion by weighing with water content sufficient to obtain a flow of 110±5 with 25 drops of the flowing table [30][31][32]. Freshly prepared cement mortars were placed in 50×50×50mm cubic moulds into two approximately equal layers manually compacted and pressed until a homogeneous specimen was obtained.…”
Section: Preparation Of Cement Pastes and Mortarsmentioning
confidence: 99%
“…Moreover, workability and fresh properties of concrete also seem to be highly affected using NS in the mixes. The addition of NS to cement pastes demands more water to maintain its workability (Heikal, Abd El Aleem, & Morsi, 2013;Singh et al, 2013). Some authors, such as Bahadori and Hosseini (2012), Berra, Carassiti, Mangialardi, Paolini, and Sebastiani (2012) and Qing et al (2006), obtained a remarkable reduction of the mixes workability when NS particles were used.…”
mentioning
confidence: 99%
“…The results also showed that the W/C ratio and STs of the composite cements containing GS diminished in comparison with OPC-FA composite cement mixes. The FA has a lower activity than the GS at ages less than 28 days (1 day up to 7 days) [47], wherever the FA composite cement pastes require a higher W/C ratio and longer STs. From these results, the amount of the W/C ratio decreases and the STs elongated by the replacement of the GS with FA is as shown in the D mixes (60% OPC + 20% FA + 20% GS) or with the addition of FA as shown in the E mixes (40% OPC + 40% GS + 20% FA), this is mainly attributed to the reduction in the OPC content as shown in Table 2.…”
Section: Consistency and Setting Timesmentioning
confidence: 97%