Effect of Drying-Wetting Cycles on Engineering Properties of Expansive Soils Modified by Industrial Wastes

Table 6

Parameters in determining the coefficient of compressibility.

(%)	A	B	C	Fitting degree (R^2)
6	−0.23	−0.21	0.26	0.998
8	−0.23	−0.22	0.23	0.994
10	−0.20	−0.25	0.19	0.995
12	−0.20	−0.23	0.21	0.992
14	−0.21	−0.28	0.21	0.988