Abstract
This study was performed to evaluate fluidity of super flow concrete using recycled coarse aggregate. The unit weight was , the unit weights of these concrete were decreased with increasing the content of fly ash and recycled coarse aggregate. The slump flow was , the Box type passing was , respectively. The L type compacting was excellent in the fly ash content , but, it was showed in good in the fly ash content . The super flow concretes using recycled coarse aggregate were improved by substitution in the range of less than the fly ash content and recycled coarse aggregate content . This recycled coarse aggregate can be used for super flow concrete.
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