Table 5 Dynamic resilient modulus and CBR test values at the compaction degree of 96%.

Test conditions	Dynamic resilient modulus M_R (MPa)				CBR after 96 h saturation (%)
Z (%)	ω (%)	Min value	Max value	Average value	CBR_2.5	CBR_5.0	CBR
0	4	131.12	185.85	153.73	44.45	45.40	45.40
	5.1	125.68	181.17	147.41	36.89	38.46	38.46
	6	118.25	174.38	138.47	33.10	35.31	35.31
2	4	100.43	179.86	133.35	35.00	39.09	39.09
	5.1	101.37	175.29	130.24	29.32	32.16	32.16
	6	95.38	159.76	121.13	24.59	27.74	27.74
5	4	80.42	160.36	114.67	26.48	31.53	31.53
	5.1	75.19	149.92	108.33	20.81	24.59	24.59
	6	69.81	140.42	100.61	17.02	19.55	19.55
8	4	60.33	140.44	95.83	20.81	24.59	24.59
	5.1	54.87	134.75	89.73	15.13	17.66	17.66
	6	51.05	130.39	85.42	10.03	11.98	11.98

Annotation: (1) The minimum value is the test value of the dynamic resilient modulus of the sample under the most unfavorable stress conditions (i.e., σ₃ = 15 kPa, σ_d = 30 kPa). (2) The maximum value is the test value of the dynamic resilient modulus of the sample under optimal stress conditions (i.e., σ₃ = 80 kPa, σ_d = 40 kPa). (3) The average value is the average value of the test value of the dynamic resilient modulus of the sample under the 15 stress conditions in Table 4.

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