Shear stiffness and damping ratio of unsaturated soil
In geotechnical practice, unsaturated soil condition is commonly encountered. Both shear stiffness and damping ratio are the fundamental parameters for dynamic study in geotechnical engineering. These have garnered more interest in the research to determine dynamic soil properties using laboratory t...
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| Format: | Final Year Project (FYP) |
| Language: | English |
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2013
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| Online Access: | http://hdl.handle.net/10356/52819 |