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dc.contributor.authorChang, Chih-Hsinen_US
dc.contributor.authorChien, Lien-Kweien_US
dc.contributor.authorOh, Erwinen_US
dc.contributor.editorBruce P. Danciken_US
dc.date.accessioned2017-04-04T18:52:19Z
dc.date.available2017-04-04T18:52:19Z
dc.date.issued2002en_US
dc.identifier.issn00083674en_US
dc.identifier.doi10.1139/t01-083en_US
dc.identifier.urihttp://hdl.handle.net/10072/22201
dc.description.abstractIn this study, the reclaimed soils in the Yunlin area of west Taiwan are adopted as test samples. The specimens were prepared by moist tamping at different relative densities and fines contents. Triaxial liquefaction tests were performed to evaluate the liquefaction strength and liquefaction-induced settlement. The test results show that the liquefaction strength of reclaimed soil increases as the relative density increases. In addition, under constant relative density, the liquefaction strength decreases as the fines content increases. Based on the test results and one-dimensional consolidation theory, the volumetric strain and settlement can be evaluated by dry density and fines content of the reclaimed soil. The results show that the settlement ratio decreases as the relative density increases. The figures and results can be references for the evaluation of liquefaction strength and liquefaction-induced settlement. The results are useful for liquefaction strength and settlement analysis for planning, design, and related research on land reclamation engineering.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_US
dc.format.extent1248 bytes
dc.format.extent586090 bytes
dc.format.mimetypetext/plain
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_US
dc.publisherNRC Research Pressen_US
dc.publisher.placeCanadaen_US
dc.relation.ispartofpagefrom254en_US
dc.relation.ispartofpageto265en_US
dc.relation.ispartofissue1en_US
dc.relation.ispartofjournalCanadian Geotechnical Journalen_US
dc.relation.ispartofvolume39en_US
dc.subject.fieldofresearchcode290805en_US
dc.titleEffects of fines content on liquefaction strength and dynamic settlement of reclaimed soilen_US
dc.typeJournal articleen_US
dc.type.descriptionC1 - Peer Reviewed (HERDC)en_US
dc.type.codeC - Journal Articlesen_US
gro.rights.copyrightCopyright 2002 NRC Research Press. The attached file is reproduced here in accordance with the copyright policy of the publisher. Please refer to the journal's website for access to the definitive, published version.en_US
gro.date.issued2015-05-12T02:04:54Z
gro.hasfulltextFull Text


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