Ch. Benson et al., COMPARISON OF 4 METHODS TO ASSESS HYDRAULIC CONDUCTIVITY, Journal geotechnical and geoenvironmental engineering, 123(10), 1997, pp. 929-937
A hydraulic conductivity assessment that was conducted on four test pa
ds constructed to the same specifications with soil from the same sour
ce by four different contractors is described. The test pads had disti
nctly different field hydraulic conductivities, even though they were
constructed with similar soil, to similar compaction conditions, and w
ith similar machinery. Adequate hydration time was key in achieving lo
w field hydraulic conductivity. More extensive processing was another
factor responsible for low held hydraulic conductivity. Four different
test methods were used to assess the hydraulic conductivity of each t
est pad: (1) sealed double-ring infiltrometers (SDRIs); (2) two-stage
borehole. permeameters; (3) laboratory hydraulic conductivity tests on
large block specimens; and (4) laboratory hydraulic conductivity test
s on small specimens collected in thin-wall sampling tubes. The tests
were conducted independently by each of the writers. After the tests w
ere completed, the results were submitted and compared. Analysis of th
e test results shows that the three large-scale test methods generally
yield similar hydraulic conductivities. For two of the test pads, how
ever, the hydraulic conductivities of the specimens collected in sampl
ing tubes were significantly lower than the field hydraulic conductivi
ties. Both of these test pads had high held hydraulic conductivity. Th
us, there is little value in using small specimens to assess field hyd
raulic conductivity.