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Field study of installation damage for geosynthetic clay liners
P. J. Fox
, E. J. Triplett
, R. H. Kim
, J. T. Olsta
Civil and Environmental Engineering
Research output
:
Contribution to journal
›
Article
›
peer-review
40
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Scopus citations
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Dive into the research topics of 'Field study of installation damage for geosynthetic clay liners'. Together they form a unique fingerprint.
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Keyphrases
Geosynthetic Clay Liner
100%
Installation Damage
100%
Bulldozer
80%
Cover Soil
60%
Adhesive Bonding
40%
Bentonite
40%
Gravel
40%
Soil Thickness
40%
Laboratory Results
20%
Needle Punching
20%
Stress Conditions
20%
Varying Thickness
20%
Visual Observation
20%
Stress Concentration
20%
Soil Type
20%
Subgrade
20%
Product Type
20%
Overburden Stress
20%
Damage Study
20%
Area Measurement
20%
Hydration Stress
20%
Angular Sand
20%
Geosynthetics
20%
Geosynthetic Materials
20%
Medium Weight
20%
Mass per Unit Area
20%
Installation Condition
20%
Engineering
Field Study
100%
Soil Cover
100%
Installation Damage
100%
Stress Condition
33%
Field Test
33%
Test Result
33%
Stress Concentration
33%
Subgrade
33%
Product Type
33%
Overburden Stress
33%
Test Plot
33%
Earth and Planetary Sciences
Field Study
100%
Geosynthetics
100%
Clay Liner
100%
Soil Cover
28%
Bentonite
28%
Overburden
14%
Soil Type
14%
Field Test
14%
Subgrade
14%
Material Science
Geosynthetics
100%
Stress Concentration
16%
Geosynthetic Material
16%