Research Article

Impact Behavior of Recycled Aggregate Concrete Based on Split Hopkinson Pressure Bar Tests

Table 1

The mix proportions of RAC test specimens.

Mix designationCementWaterSandNCARCAReplacement ratio/%

PC-010.4771.4653.41800
RC-2510.4771.4652.5640.85425
RC-5010.4771.4651.7091.70950
RC-7510.4771.4650.8542.56475
RC-10010.4771.46503.418100