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In this paper, for four groups of recycled concrete specimen in early shrinkage and re- straint cracking experiment, which the recycled aggregate replacement ratio of 100% and the waste fiber volume content of 0, 0.08%, 0.12%, 0.16%. Experimental results show that: when the volume content of waste fiber is 0.08%, the effect of reducing shrinkage is more obvious, while the volume content of waste fiber is 0.12%, the performance of anti-cracking is the best.

Experimental Study on Early Crack-Resistance Property of Waste Fiber Recycled Concrete