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

Figure 3

The permeation velocity of the mass loss stage varied for different samples. (a) n = 0.4. (b) n = 0.5. (c) n = 0.6. (d) n = 0.7.

(a)

(b)

(c)

(d)