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dc.contributor.authorShan, HYen_US
dc.contributor.authorLai, YJen_US
dc.date.accessioned2014-12-08T15:42:50Z-
dc.date.available2014-12-08T15:42:50Z-
dc.date.issued2002-02-01en_US
dc.identifier.issn0266-1144en_US
dc.identifier.urihttp://dx.doi.org/10.1016/S0266-1144(01)00023-1en_US
dc.identifier.urihttp://hdl.handle.net/11536/29040-
dc.description.abstractThe engineering properties of geosynthetic clay liners (GCLs) are closely related to the chemistry of pore liquid. For applications in lining systems or cover systems of landfills, covers for remediation sites, and secondary containment systems, GCLs are likely to be permeated by more than one type of liquid. In this study, GCL specimens were hydrated and permeated with different liquids. The hydraulic conductivity of these GCL specimens was determined. The results showed that the hydraulic conductivity of GCLs was controlled by both hydrating and permeating liquid. In addition, even if GCLs were hydrated with aqueous phase liquids other than fresh water, they still have the ability to retard infiltration effectively. (C) 2002 Elsevier Science Ltd. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectgeosynthetic clay lineren_US
dc.subjecthydraulic conductivityen_US
dc.subjectshear strengthen_US
dc.subjectpore liquiden_US
dc.titleEffect of hydrating liquid on the hydraulic properties of geosynthetic clay linersen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/S0266-1144(01)00023-1en_US
dc.identifier.journalGEOTEXTILES AND GEOMEMBRANESen_US
dc.citation.volume20en_US
dc.citation.issue1en_US
dc.citation.spage19en_US
dc.citation.epage38en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000173559600003-
dc.citation.woscount39-
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