Elastoplastic behavior of compacted kaolin under consolidated drained and shearing infiltration conditions
This study presents a comprehensive laboratory study to characterize the elastoplastic behavior of compacted kaolin under consolidated drained (CD) and shearing-infiltration (SI) triaxial conditions. The laboratory tests include a soil-water characteristic curve (SWCC), isotropic consolidation (IC),...
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| Main Authors: | , , |
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| Other Authors: | |
| Format: | Article |
| Language: | English |
| Published: |
2019
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/90042 http://hdl.handle.net/10220/49351 |
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| Institution: | Nanyang Technological University |
| Language: | English |