Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/44329
Title: Compression characteristics of unsaturated residual soils by increment load test
Authors: Tan, Kyna Wenli.
Keywords: DRNTU::Engineering::Civil engineering
Issue Date: 2011
Abstract: 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 Singapore’s residual soils are scarce. As more constructions take place on residual soils, there is a need to understand the settlement characteristics of unsaturated residual soils.
URI: http://hdl.handle.net/10356/44329
Rights: Nanyang Technological University
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)

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