Study on Strength Test and Application of Lime Soil in Pavement Base Modified by Soda Residue

Table 3

Compaction test scheme and mass ratio.

Group number	Quality (g)			Target moisture content w (%)	Water quality mw (g)
	Soda residue	Lime	Soil
A-1	0.00	257.14	2142.86	17	164.57
A-2	0.00	257.14	2142.86	18	188.57
A-3	0.00	257.14	2142.86	19	212.57
A-4	0.00	257.14	2142.86	20	236.57
A-5	0.00	257.14	2142.86	21	260.57
B-1	64.29	192.86	2142.86	17	131.84
B-2	64.29	192.86	2142.86	18	155.84
B-3	64.29	192.86	2142.86	19	179.84
B-4	64.29	192.86	2142.86	20	203.84
B-5	64.29	192.86	2142.86	21	227.84
C-1	128.57	128.57	2142.86	17	99.10
C-2	128.57	128.57	2142.86	18	123.10
C-3	128.57	128.57	2142.86	19	147.10
C-4	128.57	128.57	2142.86	20	171.10
C-5	128.57	128.57	2142.86	21	195.10
D-1	192.86	64.29	2142.86	17	66.37
D-2	192.86	64.29	2142.86	18	90.37
D-3	192.86	64.29	2142.86	19	114.37
D-4	192.86	64.29	2142.86	20	138.37
D-5	192.86	64.29	2142.86	21	162.37
E-1	257.14	0.00	2142.86	17	33.63
E-2	257.14	0.00	2142.86	18	57.63
E-3	257.14	0.00	2142.86	19	81.63
E-4	257.14	0.00	2142.86	20	105.63
E-5	257.14	0.00	2142.86	21	129.63