Citation
Mohd. Raihan Taha, . and Mohd. Sofian Asmirza, . (2001) Elasto-plastic model predictions for a granite residual soil in drained triaxial test. [Proceedings Paper]
Abstract
Predictions of the stress-strain behaviour and volumetric changes of a granite residual soil are discussed in this paper. Elasto-plastic models have been used and these include the Cam-Clay modified Cam-Clay cap and bounding surface models. For stress-strain predictions the bounding surface models provided the best predictions while both the Cam-Clays provided superior predictions for volumetric changes. However none of the models were able to predict dilative responses of the compacted residual soil specimens.
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Abstract
Predictions of the stress-strain behaviour and volumetric changes of a granite residual soil are discussed in this paper. Elasto-plastic models have been used and these include the Cam-Clay modified Cam-Clay cap and bounding surface models. For stress-strain predictions the bounding surface models provided the best predictions while both the Cam-Clays provided superior predictions for volumetric changes. However none of the models were able to predict dilative responses of the compacted residual soil specimens.
Additional Metadata
| Item Type: | Proceedings Paper |
|---|---|
| AGROVOC Term: | GRANITE SOILS |
| AGROVOC Term: | RESIDUES |
| AGROVOC Term: | RESIDUAL EFFECTS |
| AGROVOC Term: | SOIL ANALYSIS |
| AGROVOC Term: | MODELS |
| AGROVOC Term: | SEDIMENTATION |
| AGROVOC Term: | SEDIMENT |
| AGROVOC Term: | PENINSULAR MALAYSIA |
| Geographical Term: | MALAYSIA |
| Depositing User: | Ms. Norfaezah Khomsan |
| Last Modified: | 24 Apr 2025 05:27 |
| URI: | http://webagris.upm.edu.my/id/eprint/15759 |
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