Compression characteristics of unsaturated residual soils by increment load test

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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Main Author: Tan, Kyna Wenli.
Other Authors: Leong Eng Choon
Format: Final Year Project
Language:English
Published: 2011
Subjects:
DRNTU::Engineering::Civil engineering
Online Access:http://hdl.handle.net/10356/44329
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-443292023-03-03T17:15:01Z Compression characteristics of unsaturated residual soils by increment load test Tan, Kyna Wenli. Leong Eng Choon School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering 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. Bachelor of Engineering (Civil) 2011-06-01T02:20:37Z 2011-06-01T02:20:37Z 2011 2011 Final Year Project (FYP) http://hdl.handle.net/10356/44329 en Nanyang Technological University 108 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering
spellingShingle DRNTU::Engineering::Civil engineering
Tan, Kyna Wenli.
Compression characteristics of unsaturated residual soils by increment load test
description 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.
author2 Leong Eng Choon
author_facet Leong Eng Choon
Tan, Kyna Wenli.
format Final Year Project
author Tan, Kyna Wenli.
author_sort Tan, Kyna Wenli.
title Compression characteristics of unsaturated residual soils by increment load test
title_short Compression characteristics of unsaturated residual soils by increment load test
title_full Compression characteristics of unsaturated residual soils by increment load test
title_fullStr Compression characteristics of unsaturated residual soils by increment load test
title_full_unstemmed Compression characteristics of unsaturated residual soils by increment load test
title_sort compression characteristics of unsaturated residual soils by increment load test
publishDate 2011
url http://hdl.handle.net/10356/44329
_version_ 1759856016128737280

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