First based on the workability of different mixture ration and different recycled aggregate replacement ration of recycled concrete and compressive experiment research on 36 test cube, which indicate that in the same mixture ration,the fluidity of recycled concrete is bad than ordi.

The complete stress-strain curves of recycled aggregate concrete with different recycled coarse aggregate replacement percentages were tested and investigated.

slip curves between recycled concrete with different recycled coarse aggregate replacement percentages and different types of rebars were recorded.

The influence of different recycled coarse aggregate (RCA) replacement ratios on the strength of recycled concrete was investigated.

Comparison of mechanical properties between recycled aggregate concrete and control concrete at identical mix proportions;

Review of research on recycled aggregate concrete;

Analyses and evaluation of the behaviour of recycled aggregate and recycled concrete;

Research on the pressure deformation properties of perforated recycled aggregates concrete brick masonry;

Study on building waste recycled aggregates classifying and its physical characteristics

Experimental research on characteristic of recycled coarse aggregate after high-temperature;

Influence of particle shaping on the workability of recycled coarse aggregate concrete;

Basic properties of recycled coarse aggregate concrete by orthogonal analysis