Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/94511
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dc.contributor.authorRahardjo, Hariantoen
dc.contributor.authorLeong, Eng Choonen
dc.contributor.authorMelinda, F.en
dc.contributor.authorRezaur, R. B.en
dc.date.accessioned2011-11-29T05:58:29Zen
dc.date.accessioned2019-12-06T18:57:15Z-
dc.date.available2011-11-29T05:58:29Zen
dc.date.available2019-12-06T18:57:15Z-
dc.date.copyright2011en
dc.date.issued2011en
dc.identifier.citationRahardjo, H., Melinda, F., Leong, E. C., & Rezaur, R. B. (2011). Stiffness of a Compacted Residual Soil. Engineering geology, 120(1-4), 60–67.en
dc.identifier.urihttps://hdl.handle.net/10356/94511-
dc.description.abstractStiffness or Young's modulus of a compacted residual soil can be obtained from numerical analyses that simulate the shear stress versus horizontal displacement of the soil as obtained from the laboratory direct shear tests. The paper presents the simulated Young's moduli of a compacted residual soil from Bukit Timah Granite as obtained from numerical analyses of direct shear test results on saturated and unsaturated specimens. The Young's modulus of the soil appears to increase with increasing net normal stresses and increasing matric suctions. The effect of increasing matric suction on Young's modulus is found to become less significant at high matric suctions.en
dc.language.isoenen
dc.relation.ispartofseriesEngineering geologyen
dc.rights© 2011 Elsevier Ltd.en
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnicalen
dc.titleStiffness of a compacted residual soilen
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.identifier.doi10.1016/j.enggeo.2011.04.006en
dc.description.versionAccepted versionen
item.fulltextNo Fulltext-
item.grantfulltextnone-
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