Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/101353
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dc.contributor.authorRahardjo, Hariantoen
dc.contributor.authorFredlund, Delwyn G.en
dc.date.accessioned2011-12-08T03:04:40Zen
dc.date.accessioned2019-12-06T20:37:05Z-
dc.date.available2011-12-08T03:04:40Zen
dc.date.available2019-12-06T20:37:05Z-
dc.date.copyright1996en
dc.date.issued1996en
dc.identifier.citationRahardjo, H. & Fredlund, D. G. (1996). Consolidation Apparatus for Testing Unsaturated Soils. Geotechnical Testing Journal, 19(4), 341-353.en
dc.identifier.urihttps://hdl.handle.net/10356/101353-
dc.description.abstractAn apparatus for performing consolidation tests under K0 conditions was designed and constructed for testing unsaturated soils. Three types of consolidation tests are of interest in unsaturated soils. These are: (1) constant water content loading tests, (2) consolidation under a net total stress, and (3) consolidation under a matric suction. The apparatus had been used for simultaneous and separate measurements of pore-air and pore-water pressures for all three types of consolidation tests. The experimental results demonstrate the pore pressure and volume change behavior of an unsaturated soil during these tests.en
dc.language.isoenen
dc.relation.ispartofseriesGeotechnical testing journalen
dc.rights© 1996 ASTMen
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnicalen
dc.titleConsolidation apparatus for testing unsaturated soilsen
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.identifier.doi10.1520/GTJ10712Jen
dc.description.versionAccepted versionen
item.grantfulltextnone-
item.fulltextNo Fulltext-
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