Effect of lime on volume instability of expansive soil

Expansive soil poses many problems and can cause far more damages to the infrastructures as compared to natural disasters. Thus it is crucial to investigate possible ways to reduce the damages. In this study, the focus will be on using lime as an additive to reduce the swelling of bentonite. This st...

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Main Author: Sun, Yue Yun.
Other Authors: Budi Wibawa
Format: Final Year Project
Language:English
Published: 2012
Subjects:
Online Access:http://hdl.handle.net/10356/50381
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-503812023-03-03T17:17:48Z Effect of lime on volume instability of expansive soil Sun, Yue Yun. Budi Wibawa School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering Expansive soil poses many problems and can cause far more damages to the infrastructures as compared to natural disasters. Thus it is crucial to investigate possible ways to reduce the damages. In this study, the focus will be on using lime as an additive to reduce the swelling of bentonite. This study will be investigating two parameters, the effect of percentage of lime by weight of dry soil as well as the effect of curing time on the volumetric change and swelling pressure of bentonite. Bachelor of Engineering (Civil) 2012-06-01T07:12:42Z 2012-06-01T07:12:42Z 2012 2012 Final Year Project (FYP) http://hdl.handle.net/10356/50381 en Nanyang Technological University 84 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
Sun, Yue Yun.
Effect of lime on volume instability of expansive soil
description Expansive soil poses many problems and can cause far more damages to the infrastructures as compared to natural disasters. Thus it is crucial to investigate possible ways to reduce the damages. In this study, the focus will be on using lime as an additive to reduce the swelling of bentonite. This study will be investigating two parameters, the effect of percentage of lime by weight of dry soil as well as the effect of curing time on the volumetric change and swelling pressure of bentonite.
author2 Budi Wibawa
author_facet Budi Wibawa
Sun, Yue Yun.
format Final Year Project
author Sun, Yue Yun.
author_sort Sun, Yue Yun.
title Effect of lime on volume instability of expansive soil
title_short Effect of lime on volume instability of expansive soil
title_full Effect of lime on volume instability of expansive soil
title_fullStr Effect of lime on volume instability of expansive soil
title_full_unstemmed Effect of lime on volume instability of expansive soil
title_sort effect of lime on volume instability of expansive soil
publishDate 2012
url http://hdl.handle.net/10356/50381
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