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

<div>The permeability of samples with different gradation under different compaction levels varied with time. (a) <i>n</i> = 0.4. (b) <i>n</i> = 0.5. (c) <i>n</i> = 0.6. (d) <i>n</i> = 0.7.</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Permeability Properties of Crushed Stone Aggregates in Bedding Course of Urban Permeable Roads: An Experimental Study 