Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/94513
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dc.contributor.authorKrisdani, Henryen
dc.contributor.authorRahardjo, Hariantoen
dc.contributor.authorLeong, Eng Choonen
dc.date.accessioned2011-12-06T07:59:12Zen
dc.date.accessioned2019-12-06T18:57:16Z-
dc.date.available2011-12-06T07:59:12Zen
dc.date.available2019-12-06T18:57:16Z-
dc.date.copyright2009en
dc.date.issued2009en
dc.identifier.citationKrisdani, H., Rahardjo, H., & Leong, E. C. (2009). Use of Instantaneous Profile and Statistical Methods to Determine Permeability Functions of Unsaturated Soils. Canadian Geotechnical Journal, 46(7), 869-874.en
dc.identifier.urihttps://hdl.handle.net/10356/94513-
dc.description.abstractThis paper presents the determination of permeability functions by direct and indirect methods. The direct method used in this study was the instantaneous profile method, while the indirect method used was the statistical method. The instantaneous profile method was adopted to calculate permeability functions of residual soils used in laboratory slope models. Pore-water pressure measured using tensiometers along the slope models and independently measured soil-water characteristic curves (SWCCs) were used for the instantaneous profile calculation. To obtain a continuous permeability function, the instantaneous profile results were then fitted using the statistical method.en
dc.language.isoenen
dc.relation.ispartofseriesCanadian geotechnical journalen
dc.rights© 2009 Canadian Science Publishingen
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnicalen
dc.titleUse of instantaneous profile and statistical methods to determine permeability functions of unsaturated soilsen
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.identifier.doi10.1139/T09-027en
dc.description.versionAccepted versionen
item.fulltextNo Fulltext-
item.grantfulltextnone-
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