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Strength Characteristics of Concrete Subjected ta Vertical Continuous Vibration during Initial Curing Period
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 Title & Authors
Strength Characteristics of Concrete Subjected ta Vertical Continuous Vibration during Initial Curing Period
Kim Jong-Soo; Jang Hee-Suk; Kim Myung-Sik; Kim Hee-Sung;
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In construction site, there are some occasions where concrete under initial curing is being affected by nitration from nearby vibration sources. To study these effects, in this paper, strength characteristics of concrete specimens subjected to continuous vibration up to 12 hours in vertical direction after concrete placement were observed. And through the vibration time control experiment where a number of time combinations consisted of times before and after applying vibration during initial curing period were used as experimental parameters, possibility of concrete strength improvement was investigated. From the experimental results, it could be seen that the concrete strengths were mostly decreased due to the increase of vibration velocity during initial curing period. But fluctuation ratio of concrete strength did not have any close correlations with the vibration times. And results of vibration time control experiment showed that if times before applying vibration sustains at least more than 3 hours, subsequent vibrations after that hours do not affect the concrete strength in any unfavorable ways.
initial curing period;continuous vibration;vertical vibration;vibration time control;concrete strength;
 Cited by
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