2007
DOI: 10.2208/jsceje.63.52
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Experimental Explanation of Compacting Effect on Hydration Phases and Strength Development Mechanism Derived From Pozzolanic Reaction of Fly Ash

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Cited by 13 publications
(5 citation statements)
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“…The glass ratio is the content excluding crystalline oxides and SO 3 , assuming that all of the materials are oxides. The mullite ratio and glass ratio are more than 50 wt % in these samples, similar to the results in previous studies . However, it was difficult to obtain the exact true density because a large part of the materials was amorphous.…”
Section: Resultssupporting
confidence: 88%
“…The glass ratio is the content excluding crystalline oxides and SO 3 , assuming that all of the materials are oxides. The mullite ratio and glass ratio are more than 50 wt % in these samples, similar to the results in previous studies . However, it was difficult to obtain the exact true density because a large part of the materials was amorphous.…”
Section: Resultssupporting
confidence: 88%
“…It can be explained by the fact that the use of 20% replacement of fly ash at the same water to binder ratio increased the water to cement ratio; resulting in promoting the hydration extent of cement and fly ash which forms more hydration products filling up the pores of the paste [5,13]. Furthermore, the decreasing and increasing tendency of the volume ratio of pores ranging 20-330 nm and 3-20 nm in diameter relative to the total pores respectively are also reported when the pozzolanic reaction of fly ash occurs [19]. These tendencies are also observed in the cases of FA20 and FA40 when compared with FA0.…”
Section: Porositymentioning
confidence: 87%
“…According to Yamamoto and Kanazu [30], the volume of pores in the 0.02-0.33 lm range decreased and that of pores in the 0.003-0.02 lm range increased as the pozzolanic reaction of fly ash proceeded. The volumes of these pore ranges are also shown in Fig.…”
Section: Volume Of Pores Related To Pozzolanic Reactionmentioning
confidence: 98%