Experimental Study on the Triaxial Compression Properties of Coarse-Grained Filling Soil under Drying–Wetting Cycles

Table 4

Fitting values of the hyperbolic model.

	0.21	0.18	0.16	0.20	0.19	0.19	0.17	0.21
	0.84	0.86	0.88	0.81	0.82	0.84	0.87	0.85
	0.98	0.97	0.98	0.98	0.97	0.97	0.96	0.96