Permeability Properties of Crushed Stone Aggregates in Bedding Course of Urban Permeable Roads: An Experimental Study

Table 1

The mass qualities of different diameters broken rock with different Talbot power exponents.

Mass (g)		n
		0.4	0.5	0.6	0.7
Rock particle sizes	0–5 mm	1050.6	894.4	761.5	648.3
	5–10 mm	335.7	370.5	392.7	404.8
	10–15 mm	244.1	284.3	317.9	345.6
	15–20 mm	198.8	239.7	277.3	312.0
	20–25 mm	170.8	211.1	250.6	289.2