Shear strength of a compacted residual soil from unsaturated direct shear tests
The objective of this research was to study the shear strength and volume change characteristics of a compacted residual soil from the Bukit Timah Granitic Formation in Singapore when sheared under constant suction and shearing-infiltration condition. The characteristics of pore-water pressure chang...
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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/10356/13108 |
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