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• W2380551685 abstract "The corrosion resistance of concrete is improved by the way of bimerge. The largevolume lowquality fly ash concrete (LLFAC) in the different curing system and time, is tested nondestructively by CTS25 ultrasonic apparatus before their strength testing. And their hydration process, the components and quantity of hydration products and microstructure and morphology are systematically investigated by use of DTA and SEM. The result shows that the ultrasonic testing results better reflect the compactness or strength of concrete. The LLFAC coefficients of corrosion resistance, except A-4 and B-4, are greater than 080 in the hydrochloric acid curing system, which shows the corrosion resistance of concrete mixing with largevolume lowquality fly ash is improved as well. Its reasons are less content of cement, fly ash absorbing and reacting with Ca(OH)2 by cement hydration, and utilizing the effect of fly ash configuration, microaggregate and the bimerge action mixing with efficient waterreducer." @default.
• W2380551685 created "2016-06-24" @default.
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• W2380551685 date "2002-01-01" @default.
• W2380551685 modified "2023-09-23" @default.
• W2380551685 title "Performance analysis on corrosion resistance of concrete mixing with largevolume lowquality fly ash" @default.
• W2380551685 hasPublicationYear "2002" @default.
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