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dc.contributor.authorShan, HYen_US
dc.contributor.authorYao, JTen_US
dc.date.accessioned2014-12-08T15:45:28Z-
dc.date.available2014-12-08T15:45:28Z-
dc.date.issued2000-04-01en_US
dc.identifier.issn0266-1144en_US
dc.identifier.urihttp://dx.doi.org/10.1016/S0266-1144(99)00030-8en_US
dc.identifier.urihttp://hdl.handle.net/11536/30618-
dc.description.abstractHydraulic barrier layer is the major component in the cover system of a modern landfill. The primary function of the barrier is to limit the amount of water infiltration. Another important function is to minimize the emission of landfill gas. In recent years, geosynthetic clay liners (GCLs) have been used in landfill covers as hydraulic barrier layer. However, in hot and arid areas the bentonite in GCLs may develop desiccation cracks. Before the cracks are closed upon wetting, significant amount of landfill gas might have already emitted into the atmosphere. To address this issue, air permeability tests were performed to assess the effectiveness of GCLs as a gas barrier. The results show that air can hardly pass through hydrated GCL specimens. However, the drying of GCLs induced significant increase of their air permeability. (C) 2000 Elsevier Science Ltd. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectgeosynthetic clay lineren_US
dc.subjectair permeabilityen_US
dc.subjectlandfill gasen_US
dc.subjectdesiccationen_US
dc.subjectlandfill coveren_US
dc.titleMeasurement of air permeability of geosynthetic clay linersen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/S0266-1144(99)00030-8en_US
dc.identifier.journalGEOTEXTILES AND GEOMEMBRANESen_US
dc.citation.volume18en_US
dc.citation.issue2-4en_US
dc.citation.spage251en_US
dc.citation.epage261en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000087214800010-
dc.citation.woscount6-
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