The Bearing and Breakage Characteristics of Crushed Stone Aggregates in the Bedding Course of Permeable Roads

Table 4

The particle size content and particle breakage for samples with different compaction levels.

Samples (mm)		Particle size (mm)							(%)
		0–2	2–5	5–10	10–15	15–20	20–25	25–30
25–30	10	0.24	0.16	0.28	1.56	2.08	6.94	−11.15	11.15
	20	0.56	0.70	1.80	2.60	3.55	7.86	−17.03	17.03
	30	1.57	2.35	5.23	5.33	7.05	18.31	−39.80	39.80
	40	2.95	3.89	7.79	7.22	10.85	14.85	−47.45	47.45
20–25	10	0.27	0.29	0.81	2.54	7.88	−11.75	—	11.75
	20	0.83	1.19	3.45	6.43	17.83	−29.63	—	29.63
	30	2.15	2.95	6.23	9.54	17.44	−38.28	—	38.28
	40	2.70	3.75	9.01	13.72	14.51	−43.65	—	43.65
15–20	10	0.49	0.28	1.47	6.77	−8.94	—	—	8.94
	20	1.07	1.28	3.83	11.61	−17.70	—	—	17.70
	30	1.70	2.39	7.45	15.96	−27.45	—	—	27.45
	40	4.75	6.94	14.76	21.31	−47.75	—	—	47.75
1 : 1 : 1 : 1	10	0.18	0.27	2.52	−2.53	−0.35	−0.09	0.00	2.97
	20	0.66	1.01	4.88	0.88	−1.17	−3.24	−3.00	7.42
	30	1.17	1.65	6.77	0.10	−0.96	−2.25	−6.43	9.69
	40	2.87	4.41	12.75	−2.71	−1.29	−9.11	−6.92	20.02