dc.contributor.authorChu, Jian.en_US
dc.date.accessioned2008-09-19T01:02:38Z
dc.date.available2008-09-19T01:02:38Z
dc.date.copyright1999en_US
dc.date.issued1999
dc.identifier.urihttp://hdl.handle.net/10356/7958
dc.description.abstractA new state concept, the so-called asymptotic state, had been proposed based on experimental studies on sand and clay. Further experimental study was carried out on a laboratory compacted residual soil to verify whether the asymptotic state could also be established for residual soils. Compaction, consolidation, triaxial drained, triaxial undrained, stress/strain path, and ring shear tests were conducted to establish the stress-strain behaviour of the tested soil.en_US
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical
dc.titleDevelopment of the asymptotic state concept for soils and its application to slope stability analysisen_US
dc.typeResearch Reporten_US
dc.contributor.schoolSchool of Civil and Structural Engineeringen_US
dc.description.reportnumberRP 13/92


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record