Effect of Particle Size and Dosing of Polymeric Aluminum Chloride Waste Residue on Cement Mortar

Table 5

Mix proportion of PACRM and FM with different dosing (kg·m^-3).

No.	Cement	Fly ash	PAC waste residue	Sand	Water
P1	450.0	0	0	1350	225
PACRM5	427.5	0	22.5	1350	225
PACRM10	405.0	0	45.0	1350	225
PACRM15	382.5	0	67.5	1350	225
PACRM20	360.0	0	90.0	1350	225
PACRM25	337.5	0	112.5	1350	225
PACRM30	315.0	0	135.0	1350	225
FM5	427.5	22.5	0	1350	225
FM10	405.0	45.0	0	1350	225
FM15	382.5	67.5	0	1350	225
FM20	360.0	90.0	0	1350	225
FM25	337.5	112.5	0	1350	225
FM30	315.0	135.0	0	1350	225