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

Table 7

Factor values for CCG and CMG.

Number	90 d compressive strength (MPa)	The heat of hydration (kJ/kg)	Mass loss (%)	Relative dynamic modulus of elasticity (%)
NC	25.12	291.1	3.2	71.2
RCA20	24.03	325.3	3.5	68.3
RCA40	22.48	349.3	3.8	66.1
RCA60	21.11	368.3	4.1	64.2
RCA80	19.87	396.7	4.8	60.2
RCA100	18.18	416.7	5.8	48.3
RMA20	21.68	343.3	3.9	65.3
RMA40	20.69	372.6	4.5	60.5
RMA60	19.36	398.5	5.2	54.2
RMA80	17.88	410.8	5.9	50.2
RMA100	14.78	443.2	6.3	43.3
RCA20F10	26.23	303.3	3.2	68.3
RCA20F20	24.33	283.2	2.8	72.6
RCA20F30	23.36	273.1	3.6	75.3
RMA20F10	21.87	343.3	3.7	68.4
RMA20F20	20.33	328.4	3.4	70.1
RMA20F30	18.89	291.8	3.9	64.2