Please use this identifier to cite or link to this item:
Title: One-dimension consolidation analysis of soft soils under embankment loaded with variable compressibility and permeability
Authors: Pham, Minh Vuong
Nguyen, Hong Hai
Keywords: Terzaghi’s 1D consolidation
Pore water pressure
Nonlinear consolidation theory
Issue Date: 2015
Publisher: The University of Danang
Description: The University of Danang, Journal of Science and Technology, No.06(91).2015; PP. 82 – 86
ISSN: 1859-1531
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.