Shear strength of a compacted residual soil from consolidated drained and constant water content triaxial tests
Rainfall-induced landslides in unsaturated residual soils can occur slowly under drained conditions or rapidly under undrained conditions. Consolidated drained (CD) and constant water content (CW) tests have been performed to simulate the stress paths followed by soil elements in a slope that fails...
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| Main Authors: | , , |
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| 格式: | Article |
| 語言: | English |
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2011
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| 在線閱讀: | https://hdl.handle.net/10356/94609 http://hdl.handle.net/10220/7366 |
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| 機構: | Nanyang Technological University |
| 語言: | English |