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The document examines the effect of dispersed oversized particles on the hydraulic conductivity of sand-gravel mixtures. Laboratory constant head permeability tests were conducted on samples with varying volumes of gravel particles dispersed throughout an Ottawa sand matrix. Testing found that hydraulic conductivity of the mixtures decreased as the volume percentage of gravel increased, and could be estimated from the sand matrix conductivity and gravel volume percentage using a provided relationship.

Author

Julio Capdevila

Language

EN