Hydraulic conductivity tests were conducted on thirteen compacted clay
ey soils being used for compacted clay liners at landfills throughout
the United States. The soils were prepared to various molding water co
ntents and then compacted and permeated in the laboratory. Results of
the tests show that for all of the soils, zones exist in the compactio
n plane (i.e., dry unit weight vs. water content) where the hydraulic
conductivity is similar. These zones fall roughly parallel to contours
of constant initial saturation (degree of saturation at compaction),
with lower hydraulic conductivities generally occurring for conditions
corresponding to higher initial saturation. Wet of the line of optimu
ms, lower hydraulic conductivity is also attained for soils that are m
ore plastic and have a greater quantity of fines. A regression equatio
n was developed from the data to estimate hydraulic conductivity given
the initial saturation, compactive effort, plasticity index, and clay
content.