Investigating the Effects of Recycled Micropowder and Aggregate on the Properties of Cement Stabilization of Crushed Aggregate (CSCA)

Table 1

Design of orthogonal experimental.

Label	Factors
	A	B	C
	RBCP (%)	RBCFA (%)	RBCCA (%)
BZ1	20	20	20
BZ2	20	40	40
BZ3	20	100	100
BZ4	40	20	40
BZ5	40	40	100
BZ6	40	100	20
BZ7	60	20	100
BZ8	60	40	20
BZ9	60	100	40
JZ	0	0	0