Shear strength and volume change relationship for an unsaturated soil
An elasto-plastic model for unsaturated soil with the incorporation of soil-water characteristic curve (SWCC) was proposed in this study. The proposed model was verified with experimental data. Reasonably good agreements between the analytical simulations based on the proposed elasto-plastic model w...
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| Format: | Thesis |
| Language: | English |
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2008
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| Online Access: | https://hdl.handle.net/10356/12084 |