Predicting Hydraulic Conductivity of Clay Liners
- 1 February 1984
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Geotechnical Engineering
- Vol. 110 (2) , 285-300
- https://doi.org/10.1061/(asce)0733-9410(1984)110:2(285)
Abstract
Data are presented from four projects in which rates of leakage from ponds lined with clay significantly exceeded the rates that would have been predicted on the basis of laboratory permeability tests. The actual hydraulic conductivities of the clay liners were generally found to be 10 to 1,000 times larger than values obtained from laboratory tests on either undisturbed or recompacted samples of the clay liner. The source of difficulty with laboratory permeability tests is the problem of obtaining a representative sample of soil for testing. Neither recompacted samples nor small, undisturbed samples are likely to contain a representative distribution of desiccation cracks, fissures, slickensides, or other hydraulic defects that may be present in the liner. Field permeability tests were performed for three of the four case histories and yielded results that compared well with field performance. Field permeability tests seem to produce much better results than laboratory tests. The four projects had certai...Keywords
This publication has 4 references indexed in Scilit:
- Measurement of the Hydraulic Conductivity of Fine-Grained SoilsPublished by ASTM International ,1981
- Impermeabilization of a 300-Hectare Cooling PondPublished by ASTM International ,1981
- Permeability of Compacted ClayJournal of the Soil Mechanics and Foundations Division, 1965
- The Permeability of Fine-Grained SoilsPublished by ASTM International ,1955