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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| Format: | Thesis |
| Language: | English |
| Published: |
2008
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| Online Access: | http://hdl.handle.net/10356/13108 |