Development of the asymptotic state concept for soils and its application to slope stability analysis
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, c...
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| Format: | Research Report |
| Published: |
2008
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| Online Access: | http://hdl.handle.net/10356/7958 |
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| Institution: | Nanyang Technological University |
| Summary: | 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. |
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