Please use this identifier to cite or link to this item: http://tailieuso.udn.vn/handle/TTHL_125/8559
Full metadata record
DC FieldValueLanguage
dc.contributor.authorPham, Minh Vuong-
dc.contributor.authorNguyen, Hong Hai-
dc.date.accessioned2018-06-22T09:54:10Z-
dc.date.available2018-06-22T09:54:10Z-
dc.date.issued2015-
dc.date.submitted2015-
dc.identifier.issn1859-1531-
dc.identifier.urihttp://tailieuso.udn.vn/handle/TTHL_125/8559-
dc.descriptionThe University of Danang, Journal of Science and Technology, No.06(91).2015; PP. 82 – 86en
dc.language.isoenen
dc.publisherThe University of Danangen
dc.sourceThe University of Danangen
dc.subjectTerzaghi’s 1D consolidationen
dc.subjectPermeabilityen
dc.subjectCompressibilityen
dc.subjectPore water pressureen
dc.subjectNonlinear consolidation theoryen
dc.titleOne-dimension consolidation analysis of soft soils under embankment loaded with variable compressibility and permeabilityen
dc.typeArticleen
Appears in Collections:2015

Files in This Item:
File Description SizeFormat 
One-dimensionConsolidationAnalysis.TT.pdfAbstract60.92 kBAdobe PDFView/Open
One-dimensionConsolidationAnalysis.TV.pdfContents419.54 kBAdobe PDFView/Open    Request a copy


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.