Shear strength of compacted soil under infiltration condition
Landslides in residual soil slopes are commonly induced by rainfall infiltration. These residual soils are typically in an unsaturated state with negative pore-water pressures or matric suctions since the groundwater tables in steep slopes are often deep. The net normal and shear stresses of the soi...
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| Main Authors: | , , , |
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| 格式: | Article |
| 語言: | English |
| 出版: |
2011
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| 主題: | |
| 在線閱讀: | https://hdl.handle.net/10356/94505 http://hdl.handle.net/10220/7345 |
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| 機構: | Nanyang Technological University |
| 語言: | English |