Undrained behavior of silt-clay transition soils with varying degrees of overconsolidation
© 2018, Taiwan Geotechnical Society. The influence of silt content on the stress-strain, pore pressure change and strength characteristics of silt-clay transition soils is presented. One-dimensional consolidation tests and consolidated-undrained triaxial compression tests on three soils of similar b...
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| Main Authors: | , |
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| Format: | Article |
| Published: |
2019
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| Subjects: | |
| Online Access: | https://repository.li.mahidol.ac.th/handle/123456789/45744 |
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| Institution: | Mahidol University |