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dc.contributor.authorShan, HYen_US
dc.contributor.authorWang, WLen_US
dc.contributor.authorChou, TCen_US
dc.date.accessioned2014-12-08T15:43:10Z-
dc.date.available2014-12-08T15:43:10Z-
dc.date.issued2001-12-01en_US
dc.identifier.issn0266-1144en_US
dc.identifier.urihttp://dx.doi.org/10.1016/S0266-1144(01)00018-8en_US
dc.identifier.urihttp://hdl.handle.net/11536/29218-
dc.description.abstractThere are several test methods available for studying the behavior of geotextile/soil filtration systems. However, there has not been a consensus on which one of these methods should be the most appropriate. In this research, gradient ratio (GR) tests and hydraulic conductivity (HCR) tests were performed to evaluate the effects of boundary conditions on the behavior of geotextile/soil filtration systems. The test results show that the hydraulic conductivity of the filtration systems decreased as the effective stress and hydraulic gradient increased. Furthermore, the hydraulic conductivity obtained from GR tests with a hydraulic gradient of 5 could be taken as the lower bounds for HCR test results. Therefore, it is suggested that the GR test can be used to obtain reasonable and conservative design parameters of the filtration systems. (C) 2001 Elsevier Science Ltd. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectgeotextileen_US
dc.subjectfilteren_US
dc.subjecthydraulic conductivity ratioen_US
dc.subjectgradient ratioen_US
dc.titleEffect of boundary conditions on the hydraulic behavior of geotextile filtration systemen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/S0266-1144(01)00018-8en_US
dc.identifier.journalGEOTEXTILES AND GEOMEMBRANESen_US
dc.citation.volume19en_US
dc.citation.issue8en_US
dc.citation.spage509en_US
dc.citation.epage527en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000172352300003-
dc.citation.woscount2-
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