Comparison of Four Methods to Assess Hydraulic Conductivity
- 1 October 1997
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Geotechnical and Geoenvironmental Engineering
- Vol. 123 (10) , 929-937
- https://doi.org/10.1061/(asce)1090-0241(1997)123:10(929)
Abstract
A hydraulic conductivity assessment that was conducted on four test pads constructed to the same specifications with soil from the same source by four different contractors is described. The test pads had distinctly different field hydraulic conductivities, even though they were constructed with similar soil, to similar compaction conditions, and with similar machinery. Adequate hydration time was key in achieving low field hydraulic conductivity. More extensive processing was another factor responsible for low field hydraulic conductivity. Four different test methods were used to assess the hydraulic conductivity of each test 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 tests on small specimens collected in thin-wall sampling tubes. The tests were conducted independently by each of the writers. After the tests were completed, the results were submitted and compared. Analysis of the test results shows that the three large-scale test methods generally yield similar hydraulic conductivities. For two of the test pads, however, the hydraulic conductivities of the specimens collected in sampling tubes were significantly lower than the field hydraulic conductivities. Both of these test pads had high field hydraulic conductivity. Thus, there is little value in using small specimens to assess field hydraulic conductivity.Keywords
This publication has 10 references indexed in Scilit:
- Estimating Field Hydraulic Conductivity of Compacted ClayJournal of Geotechnical Engineering, 1995
- Infiltration and Saturated Hydraulic Conductivity of Compacted ClayJournal of Geotechnical Engineering, 1995
- Assessing Frost Damage in Compacted Clay LinersGeotechnical Testing Journal, 1995
- Statistical Sample Size for Construction of Soil LinersJournal of Geotechnical Engineering, 1994
- Estimating Hydraulic Conductivity of Compacted Clay LinersJournal of Geotechnical Engineering, 1994
- Minimum Thickness of Compacted Soil Liners: I. Stochastic ModelsJournal of Geotechnical Engineering, 1994
- Laboratory Testing to Evaluate Changes in Hydraulic Conductivity of Compacted Clays Caused by Freeze-Thaw: State-of-the-ArtPublished by ASTM International ,1994
- In-Situ Hydraulic Conductivity Tests for Compacted Soil Liners and CapsPublished by ASTM International ,1994
- Water Content‐Density Criteria for Compacted Soil LinersJournal of Geotechnical Engineering, 1990
- In Situ Hydraulic Conductivity Tests for Compacted ClayJournal of Geotechnical Engineering, 1989