Shear strength and volume change of unsaturated residual soil
Most of the unsaturated shear strength testing associated with the research on rainfall-induced landslides have been performed using the consolidated drained (CD) triaxial test by assuming that slope failures occur slowly and therefore under drained conditions. However, for slope failures that occu...
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| 格式: | Theses and Dissertations |
| 語言: | English |
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2008
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| 在線閱讀: | http://hdl.handle.net/10356/13101 |
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| 機構: | Nanyang Technological University |
| 語言: | English |