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contributor authorHoe I. Ling
contributor authorAhmet Pamuk
contributor authorMontri Dechasakulsom
contributor authorYoshiyuki Mohri
contributor authorChristopher Burke
date accessioned2017-05-08T21:27:07Z
date available2017-05-08T21:27:07Z
date copyrightNovember 2001
date issued2001
identifier other%28asce%291090-0241%282001%29127%3A11%28950%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51981
description abstractThe interactions between plastic soils and polyvinyl chloride (PVC) geomembranes were studied using a direct shear device under as-compacted conditions. The PVC geomembranes had smooth or textured surfaces, and the soils were of plasticity index (PI) ranging from 35 to 100%. The peak and residual failure envelopes were expressed using Coulomb failure criteria. The adhesion and angle of friction increased for PIs up to 70% and subsequently recorded a decrease. The adhesion is larger for the peak strength compared to the residual strength, but it was the reverse for the angle of friction. The efficiency in terms of adhesion appeared more relevant than that of the angle of friction in expressing the interactions between geomembrane and cohesive soils. The smooth and textured geomembranes showed little difference in results at the residual state.
publisherAmerican Society of Civil Engineers
titleInteractions between PVC Geomembranes and Compacted Clays
typeJournal Paper
journal volume127
journal issue11
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2001)127:11(950)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 011
contenttypeFulltext


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