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Experimental Study on Compressive Strength of Recycled Aggregate Concrete with Different Replacement Ratios
Experimental Study on Compressive Strength of Recycled Aggregate Concrete with Different Replacement Ratios
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Experimental Study on Compressive Strength of Recycled Aggregate Concrete with Different Replacement Ratios
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Experimental Study on Compressive Strength of Recycled Aggregate Concrete with Different Replacement Ratios
Experimental Study on Compressive Strength of Recycled Aggregate Concrete with Different Replacement Ratios
Journal Article

Experimental Study on Compressive Strength of Recycled Aggregate Concrete with Different Replacement Ratios

2012
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Overview
Compressive strengths of recycled aggregate concrete(RAC) with different recycled aggregates(RA) replacement ratios at 7d, 28d, 60d ages are investigated respectively. Failure process and failure mode of RAC are analyzed, influences on compressive strength with same mix ratio and different RA replacement ratios are analyzed, and the reason is investigated in this paper. The experimental results indicate that compressive strength of recycled concrete at 28d age can reach the standard generally, it is feasible to mix concrete with recycled aggregates, compressive strength with 50% replacement ratio is relatively high.
Publisher
Trans Tech Publications Ltd
ISBN
9783037854235, 3037854235

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