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https://hdl.handle.net/10356/13108| Title: | Shear strength of a compacted residual soil from unsaturated direct shear tests | Authors: | Melinda, Fifi. | Keywords: | DRNTU::Engineering::Civil engineering::Geotechnical | Issue Date: | 1998 | Abstract: | 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 changes due to water infiltration and the effects of pore-water pressure changes on the deformation and the stability of a slope were investigated. | URI: | http://hdl.handle.net/10356/13108 | Schools: | School of Civil and Structural Engineering | Fulltext Permission: | restricted | Fulltext Availability: | With Fulltext |
| Appears in Collections: | CEE Theses |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| MelindaFifi1998.pdf Restricted Access | Main report | 32.58 MB | Adobe PDF | View/Open |
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