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Back-analysis of a PVC geomembrane-lined pond failure
T. D. Stark
, Erik J. Newman
, R. L. Aust
Civil and Environmental Engineering
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Keyphrases
Ponds
100%
Back Analysis
100%
PVC Geomembrane
100%
Slope Failure
66%
Thick Layer
33%
Stability Analysis
33%
Subgrade
33%
Laboratory Investigation
33%
Geotextile
33%
Geosynthetics
33%
Polyvinyl Chloride
33%
Post-construction
33%
Soil Cover
33%
Nonwoven Geotextile
33%
Geomembrane
33%
Compacted Soil
33%
Movement Field
33%
Lining System
33%
Non-potable Water
33%
Investigative Analysis
33%
Water Pond
33%
Earth and Planetary Sciences
Back Analysis
100%
Geomembrane
100%
Polyvinyl Chloride
100%
Slope Failure
66%
Geotextile
66%
Stability Analysis
33%
Subgrade
33%
Geosynthetics
33%
Potable Water
33%
Soil Cover
33%