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- W1984062051 abstract "The short-term physical response of a 1.5-mm-thick, high-density polyethylene geomembrane with an artificially formed wrinkle and overlying three different subgrade materials (sand and compacted clay at two initial water contents) are reported. The influence of the subgrade, protection layer, backfill, and applied pressure on the fate of the gap beneath the wrinkle, wrinkle deformations, and local geomembrane indentations is investigated. The gap beneath the geomembrane wrinkle was observed to remain with sand above and below the geomembrane, even at applied pressures of 1,100 kPa . The gap was eliminated with compacted clay as the subgrade, depending on the applied pressure and the clay water content. When the clay was compacted at a water content equal to the standard Proctor optimum ( ωopt )+4% , the gap was eliminated at pressures greater than 100 kPa , whereas the gap remained at 250 kPa and was eliminated at 500 kPa and larger when compacted at ωopt +1% . It was found that the presence of a wrinkle ..." @default.
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- W1984062051 date "2006-10-01" @default.
- W1984062051 modified "2023-09-26" @default.
- W1984062051 title "Physical Response of Geomembrane Wrinkles Overlying Compacted Clay" @default.
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- W1984062051 doi "https://doi.org/10.1061/(asce)1090-0241(2006)132:10(1346)" @default.
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