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|Title:||Development of the asymptotic state concept for soils and its application to slope stability analysis||Authors:||Chu, Jian.||Keywords:||DRNTU::Engineering::Civil engineering::Geotechnical||Issue Date:||1999||Abstract:||A 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.||URI:||http://hdl.handle.net/10356/7958||Rights:||Nanyang Technological University||Fulltext Permission:||restricted||Fulltext Availability:||With Fulltext|
|Appears in Collections:||CEE Research Reports (Staff & Graduate Students)|
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