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

<div>The non-Darcy factor 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

fig5

Figure 5

Figure 5: Permeability Properties of Crushed Stone Aggregates in Bedding Course of Urban Permeable Roads: An Experimental Study 