Dynamic Behavior of Geosynthetic-Reinforced Expansive Soil under Freeze-Thaw Cycles

Table 4

Values of coefficients used in equation (1).

Coefficient	Confining pressure σ3/kPa, whether or not to add reinforcement (Y/N)
	50, N	50, Y	10, N	10, Y
A	6.02	4.70	−1.323	−2.087
B	−1.722	−1.499	−1.196	−0.739
C	0.379	0.424	−0.072	−0.016
R^2	0.998	0.991	0.996	0.995