The effect of seawater and sodium chloride on the compressibility behavior of clay soil

Clayey materials are widely used as a landfills liners and landfill covers due to its low permeability. In some cases, natural soil containing clay minerals are also used. There are number of landfills in Malaysia located near the sea or coastal area such as Pulau Burung Sanitary Landfill and Kota B...

Full description

Bibliographic Details
Main Author:	Nurul Asmaa , Ibrahim
Format:	Undergraduates Project Papers
Language:	English
Published:	2012
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/7766/ http://umpir.ump.edu.my/id/eprint/7766/ http://umpir.ump.edu.my/id/eprint/7766/1/NURUL_ASMAA_BINTI_IBRAHIM.PDF

id	ump-7766
recordtype	eprints
spelling	ump-77662015-03-03T09:38:01Z http://umpir.ump.edu.my/id/eprint/7766/ The effect of seawater and sodium chloride on the compressibility behavior of clay soil Nurul Asmaa , Ibrahim TA Engineering (General). Civil engineering (General) Clayey materials are widely used as a landfills liners and landfill covers due to its low permeability. In some cases, natural soil containing clay minerals are also used. There are number of landfills in Malaysia located near the sea or coastal area such as Pulau Burung Sanitary Landfill and Kota Bharu Municipal Council Landfill. The behaviour of clay liner and their interaction with seawater is not known since the related study is limited in the literature. This study was conducted in order to determine the compressibility behaviour of a natural soil (KB soil) by using seawater and sodium chloride (NaC1) solution. The compressibility behaviour of the soil was obtained by conducting double-oedometer tests. In addition, the effect of seawater and NaCl solution on the physical properties of KB soil also was identified. The results indicated that the pressure-void ratio relationships were slightly lower using seawater as compared to NaCl solution. However, the differences in the void ratios were only marginal. Similarly, the pressure-water contents relationship using NaCl solution was slightly higher than that of seawater at the same amount of vertical pressure applied. It was noted that, the plasticity and the compressibility characteristics of KB soil showed similar trend using both seawater and NaCl solution. 2012-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/7766/1/NURUL_ASMAA_BINTI_IBRAHIM.PDF Nurul Asmaa , Ibrahim (2012) The effect of seawater and sodium chloride on the compressibility behavior of clay soil. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:76389&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Nurul Asmaa , Ibrahim The effect of seawater and sodium chloride on the compressibility behavior of clay soil
description	Clayey materials are widely used as a landfills liners and landfill covers due to its low permeability. In some cases, natural soil containing clay minerals are also used. There are number of landfills in Malaysia located near the sea or coastal area such as Pulau Burung Sanitary Landfill and Kota Bharu Municipal Council Landfill. The behaviour of clay liner and their interaction with seawater is not known since the related study is limited in the literature. This study was conducted in order to determine the compressibility behaviour of a natural soil (KB soil) by using seawater and sodium chloride (NaC1) solution. The compressibility behaviour of the soil was obtained by conducting double-oedometer tests. In addition, the effect of seawater and NaCl solution on the physical properties of KB soil also was identified. The results indicated that the pressure-void ratio relationships were slightly lower using seawater as compared to NaCl solution. However, the differences in the void ratios were only marginal. Similarly, the pressure-water contents relationship using NaCl solution was slightly higher than that of seawater at the same amount of vertical pressure applied. It was noted that, the plasticity and the compressibility characteristics of KB soil showed similar trend using both seawater and NaCl solution.
format	Undergraduates Project Papers
author	Nurul Asmaa , Ibrahim
author_facet	Nurul Asmaa , Ibrahim
author_sort	Nurul Asmaa , Ibrahim
title	The effect of seawater and sodium chloride on the compressibility behavior of clay soil
title_short	The effect of seawater and sodium chloride on the compressibility behavior of clay soil
title_full	The effect of seawater and sodium chloride on the compressibility behavior of clay soil
title_fullStr	The effect of seawater and sodium chloride on the compressibility behavior of clay soil
title_full_unstemmed	The effect of seawater and sodium chloride on the compressibility behavior of clay soil
title_sort	effect of seawater and sodium chloride on the compressibility behavior of clay soil
publishDate	2012
url	http://umpir.ump.edu.my/id/eprint/7766/ http://umpir.ump.edu.my/id/eprint/7766/ http://umpir.ump.edu.my/id/eprint/7766/1/NURUL_ASMAA_BINTI_IBRAHIM.PDF
first_indexed	2023-09-18T22:04:44Z
last_indexed	2023-09-18T22:04:44Z
_version_	1777414632032436224

The effect of seawater and sodium chloride on the compressibility behavior of clay soil

Similar Items