Compression characteristics of unsaturated residual soils by increment load test
Residual soils occupy about two-thirds of Singapore’s geology. They are the product of in-situ physical and chemical weathering of bedrock in Singapore’s tropical climatic condition. Residual soils are known to have high stiffness and are usually unsaturated. However, known engineering properties of...
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| Format: | Final Year Project (FYP) |
| Language: | English |
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2011
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| Online Access: | http://hdl.handle.net/10356/44329 |