Design and Performance Evaluation of Dry-Mixed Cement Recycled Aggregate Pile

Table 5

The mixing proportion of CCG and CMG.

No.	Cement (kg/m^3)	Effective water (kg/m^3)	Additional water (kg/m^3)	W/C	Stone chips (kg/m^3)	Gravel kg/m^3
NC	480	240.0	0	0.5	1297	1584
RCA-20		259.2	6.65	0.54
RCA-40		273.3	13.31	0.57
RCA-60		292.8	19.96	0.61
RCA-80		312.0	26.61	0.65
RCA-100		331.2	33.26	0.69
RMA-20		259.2	6.65	0.54
RMA-40		273.3	13.31	0.57
RMA-60		292.8	19.96	0.61
RMA-80		312.0	26.61	0.65
RMA-100		331.2	33.26	0.69