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Thx Strxngth znK RzaiK thloriKx axrTxziility of Titrowzvx turxK tontrxtx
Ping-Gin Lxx a, YiPAuo Auang a and Yu-ZAxng Tan a
aDxpartPxnt of ZonPtruZtion xnginxxring, ZAaoyang UnivxrPity of TxZAnology, Wufong, TaiZAung Zounty 41349, Taiwan, R.O.Z.
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Abstract:
This study investigates the effects of steam and microwave curing on the strength development and permeability of concrete. Two steam curing treatments, four microwave curing times and four types of concrete mix were used in this study. The test results indicated that microwave heating could further increase the compressive strength of mortar and concrete. Pozzolanic reaction of silica fume, fly ash and blast-furnace slag was observed to be further promoted by steam-microwave curing. Mortar and concrete samples with 10% silica fume added responded well to microwave curing. The strength gain development of mortar and concrete appeared to level off after 40 minutes of microwave curing. Thus, a 40-minute microwave heating time appeared to be the optimal time for energy saving consideration. The microwave-cured concrete did not show an increase in permeability relative to the concrete that was steam-cured, but showed an increase in strength. Thus, microwave heating may be a potentially attractive method for accelerating cement hydration.
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Keywords: microwave heating; steam curing; compressive strength; rapid chloride permeability.
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*Corresponding author; e-mail: mglee@mail.cyut.edu.tw
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©
2007
CSME , ISSN 0257-9731
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