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Effect of bentonite migration in geosynthetic clay liners on contaminant transport
T. D. Stark
, H. Choi
, R. Akhtarshad
Civil and Environmental Engineering
Research output
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Conference article
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peer-review
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Keyphrases
Contaminant Transport
100%
Bentonite
100%
Geosynthetic Clay Liner
100%
Stress Concentration
42%
Hydraulics
28%
Normal Stress
14%
Equivalency
14%
Nonuniform Stress
14%
Leachate
14%
Subgrade
14%
Geomembrane
14%
Waste Containment Facility
14%
Mass per Unit Area
14%
Compacted Clay Liner
14%
Sump
14%
Laboratory Test Results
14%
Stress Relieving
14%
Earth and Planetary Sciences
Pollution Transport
100%
Bentonite
100%
Geosynthetics
100%
Clay Liner
100%
Leachate
12%
Subgrade
12%
Leaching
12%
Geomembrane
12%