Effect of Freeze-Thaw Cycles on the Internal Structure and Performance of Semirigid Base Materials

Table 3

Mixing proportion of each group for per 100 kg aggregates.

Number	Aggregate (kg)				Cement (kg)	Water (kg)
	0~5 mm	5~10 mm	10~20 mm	20~30 mm
1	27	13	30	30	4	5.24
2	27	13	30	30	4.5	6.26
3	27	13	30	30	5	5.49