Show simple document record

dc.contributor.authorParent, Serge-Étiennefr
dc.contributor.authorCabral, Alexandrefr
dc.contributor.otherDell’Avanzi, Eduardofr
dc.contributor.otherZornberg, Jorge G.fr
dc.date.accessioned2020-05-29T18:37:34Z
dc.date.available2020-05-29T18:37:34Z
dc.date.created2004fr
dc.date.issued2020-05-29
dc.identifier.urihttp://hdl.handle.net/11143/17118
dc.description.abstractAbstract: An alternative procedure to determine the hydraulic conductivity function (k-function) based on relationships between saturated hydraulic conductivity and void ratio and between air-entry value and void ratio is proposed. The procedure was applied to determine the k-function of deinking by-products, a highly compressible industrial by-product that is used as alternative material in geoenvironmental applications. The validity of the procedure is verified by comparing the k-function of a compressible soil obtained based on the proposed procedure (using published experimental data) with experimentally determined unsaturated hydraulic conductivities for the same soil.fr
dc.language.isoengfr
dc.relation.isformatofwww.astm.orgfr
dc.relation.ispartofISSN:1945-7545fr
dc.relation.ispartofGeotechnical Testing Journalfr
dc.subjectHydraulic conductivity functionfr
dc.subjectCompressible soilsfr
dc.subjectSuctionfr
dc.subjectCharacteristic curvefr
dc.subjectDeinking by-productsfr
dc.titleDetermination of the hydraulic conductivity function of a highly compressible material based on tests with saturated samplesfr
dc.typeArticlefr
dc.rights.holder© ASTM Internationalfr
udes.description.typestatusPost-publicationfr
udes.description.typepubRévisé et accepté par des pairsfr
udes.description.pages614-618fr
udes.description.period27(6)fr
udes.description.diffusionDiffusé par Savoirs UdeS, le dépôt institutionnel de l'Université de Sherbrookefr
dc.identifier.bibliographicCitationParent, S.-É., Cabral, A., Dell’Avanzi, E., et Zornberg, J. G. (2004). "Determination of the hydraulic conductivity function of a highly compressible material based on tests with saturated samples". Geotechnical Testing Journal, 27(6), 614-618. Repéré à : www.astm.orgfr
udes.description.sourceGeotechnical Testing Journalfr
udes.autorisation.depottruefr
udes.description.ordreauteursParent, Serge-Étienne; Cabral, Alexandre; Dell’Avanzi, Eduardo; Zornberg, Jorge G.fr


Files in this document

Thumbnail

This document appears in the following Collection(s)

Show simple document record