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dc.contributor.authorChien, LK
dc.contributor.authorOh, YN
dc.contributor.authorChang, CH
dc.contributor.editorBruce P. Dancik
dc.date.accessioned2017-05-03T14:08:23Z
dc.date.available2017-05-03T14:08:23Z
dc.date.issued2002
dc.identifier.issn0008-3674
dc.identifier.doi10.1139/t01-083
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.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.format.extent1248 bytes
dc.format.extent586090 bytes
dc.format.mimetypetext/plain
dc.format.mimetypeapplication/pdf
dc.languageEnglish
dc.language.isoeng
dc.publisherNRC Research Press
dc.publisher.placeCanada
dc.relation.ispartofpagefrom254
dc.relation.ispartofpageto265
dc.relation.ispartofissue1
dc.relation.ispartofjournalCanadian Geotechnical Journal
dc.relation.ispartofvolume39
dc.subject.fieldofresearchCivil engineering
dc.subject.fieldofresearchEnvironmental engineering
dc.subject.fieldofresearchcode4005
dc.subject.fieldofresearchcode4011
dc.titleEffects of fines content on liquefaction strength and dynamic settlement of reclaimed soil
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
gro.rights.copyright© 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.
gro.date.issued2015-05-12T02:04:54Z
gro.hasfulltextFull Text
gro.griffith.authorOh, Erwin


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