Theoretical and Experimental Research on Compressive Strength of High Fly-Ash Content Concrete

Introduced the concept of “Cementitious Coefficient” of fly ash, theoretical formula of strength of HFCC at a certain age was found with two variables: actual water-binder ratio and micro-aggregate-binder ratio. Development regularity of compressive strength of HFCC was studied and formula of long-t...

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Veröffentlicht in:Key engineering materials 2011-01, Vol.477, p.257-262
Hauptverfasser: Wang, Li Jiu, Wei, Jing, Bai, Jun Ying, Ai, Hong Mei, Lu, Pu Guang
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Wei, Jing
Bai, Jun Ying
Ai, Hong Mei
Lu, Pu Guang
description Introduced the concept of “Cementitious Coefficient” of fly ash, theoretical formula of strength of HFCC at a certain age was found with two variables: actual water-binder ratio and micro-aggregate-binder ratio. Development regularity of compressive strength of HFCC was studied and formula of long-term strength coefficient D28t was settled. Influence of actual water-binder ratio and micro-aggregate-binder ratio on long-term strength of HFCC was analyzed. Experimental results showed that along with the single-factor increase of actual water-binder ratio and micro-aggregate-binder ratio, growth rate of long-term strength of HFCC increased; influence of actual water-binder ratio was deeper than that of micro-aggregate-binder ratio.
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subjects Age
Cements
Coefficients
Compressive strength
Concretes
Fly ash
Regularity
Strength
title Theoretical and Experimental Research on Compressive Strength of High Fly-Ash Content Concrete
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