Shear strength of residual soil under infiltration conditions
Two major laboratory tests were conducted. Constant suction shearing tests performed to investigate the unsaturated behaviour of residual soils and shearing-infiltration tests to simulate the stress path followed by a soil element in residual soil slope during rainfall.
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| 格式: | Theses and Dissertations |
| 語言: | English |
| 出版: |
2008
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| 在線閱讀: | http://hdl.handle.net/10356/12107 |
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