Experimental Study on the Effect of Coarse Grain Content on the Dilatancy and Particle Breakage Characteristics of Coarse-Grained Soils

Table 3

Results of coarse-grained soil particle breakage analysis after triaxial compression test.

(%)	(kPa)	Content (%) of each particle group with different particle sizes (mm)						(%)
		<2	2~5	5~10	10~20	20~40	40~60
30	200	49.05	22.78	3.43	7.16	10.96	6.62	4.70
	400	49.88	22.58	3.32	7.24	10.82	6.16	6.48
	600	50.28	22.56	3.36	7.26	10.68	5.86	7.32
	800	51.05	22.47	3.33	6.98	10.89	5.28	8.30
45	200	40.13	17.72	6.34	10.16	15.51	10.14	7.44
	400	40.92	17.44	5.82	10.20	15.90	9.72	7.98
	600	41.86	17.16	5.79	10.12	15.83	9.24	9.80
	800	42.38	17.26	5.94	10.34	15.75	8.33	11.34
60	200	30.61	12.54	8.58	13.45	21.28	13.54	9.18
	400	31.58	12.84	8.13	13.86	20.72	12.87	10.62
	600	32.64	12.72	8.04	14.16	20.48	11.96	13.16
	800	34.13	12.84	7.88	14.79	19.48	10.88	17.08
75	200	20.68	8.46	10.60	16.14	26.82	17.30	10.18
	400	21.82	8.66	11.02	15.80	26.44	16.26	13.70
	600	22.04	8.98	11.96	15.88	25.24	15.90	16.66
	800	23.97	9.17	12.24	14.98	25.62	14.02	21.46