The compressibility behavior of natural clay soil with sodium chloride & distilled water

Nowadays waste is increasing day by day as a result of human activity and its disposal becomes a major problem. Waste disposal by landfill is the most popular method, which is currently in practice. Landfills are often lined with clayey liner material to prevent migration of contaminants into the en...

Full description

Bibliographic Details
Main Author:	Nur Nadiah, Mohd Nazim
Format:	Undergraduates Project Papers
Language:	English
Published:	2012
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/13850/ http://umpir.ump.edu.my/id/eprint/13850/ http://umpir.ump.edu.my/id/eprint/13850/1/FKASA%20-%20NUR%20NADIAH%20MOHD%20NAZIM.pdf

id	ump-13850
recordtype	eprints
spelling	ump-138502016-08-03T07:35:33Z http://umpir.ump.edu.my/id/eprint/13850/ The compressibility behavior of natural clay soil with sodium chloride & distilled water Nur Nadiah, Mohd Nazim TA Engineering (General). Civil engineering (General) Nowadays waste is increasing day by day as a result of human activity and its disposal becomes a major problem. Waste disposal by landfill is the most popular method, which is currently in practice. Landfills are often lined with clayey liner material to prevent migration of contaminants into the environment. For cheaper alternatives, natural soils are used as liner materials. In the case of landfills constructed near coastal areas, intrusion of seawater might affect the stability of the liner system. This study presents the effect of sodium chloride (NaCl) solution and distilled water towards the compressibility behavior of natural soil (KB soil) from saturated slurried condition. The pressure-void ratio and pressure-water content relationships were then established using double-oedometer tests. Furthermore, the effect of NaCl and distilled water on the physical properties of KB soil was also determined. The liquid limit and plastic limit were slightly higher than the values obtained using distilled water. On the other hand, the double-oedometer test results showed that the pressure-void ratio relationship for distilled water was higher than that of NaCl. Similar trend was also observed in the pressure-water content relationship. Test results indicated that cation concentration contained within the seawater affects the plasticity and compressibility characteristics of KB soil. 2012-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/13850/1/FKASA%20-%20NUR%20NADIAH%20MOHD%20NAZIM.pdf Nur Nadiah, Mohd Nazim (2012) The compressibility behavior of natural clay soil with sodium chloride & distilled water. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:76586&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) Nur Nadiah, Mohd Nazim The compressibility behavior of natural clay soil with sodium chloride & distilled water
description	Nowadays waste is increasing day by day as a result of human activity and its disposal becomes a major problem. Waste disposal by landfill is the most popular method, which is currently in practice. Landfills are often lined with clayey liner material to prevent migration of contaminants into the environment. For cheaper alternatives, natural soils are used as liner materials. In the case of landfills constructed near coastal areas, intrusion of seawater might affect the stability of the liner system. This study presents the effect of sodium chloride (NaCl) solution and distilled water towards the compressibility behavior of natural soil (KB soil) from saturated slurried condition. The pressure-void ratio and pressure-water content relationships were then established using double-oedometer tests. Furthermore, the effect of NaCl and distilled water on the physical properties of KB soil was also determined. The liquid limit and plastic limit were slightly higher than the values obtained using distilled water. On the other hand, the double-oedometer test results showed that the pressure-void ratio relationship for distilled water was higher than that of NaCl. Similar trend was also observed in the pressure-water content relationship. Test results indicated that cation concentration contained within the seawater affects the plasticity and compressibility characteristics of KB soil.
format	Undergraduates Project Papers
author	Nur Nadiah, Mohd Nazim
author_facet	Nur Nadiah, Mohd Nazim
author_sort	Nur Nadiah, Mohd Nazim
title	The compressibility behavior of natural clay soil with sodium chloride & distilled water
title_short	The compressibility behavior of natural clay soil with sodium chloride & distilled water
title_full	The compressibility behavior of natural clay soil with sodium chloride & distilled water
title_fullStr	The compressibility behavior of natural clay soil with sodium chloride & distilled water
title_full_unstemmed	The compressibility behavior of natural clay soil with sodium chloride & distilled water
title_sort	compressibility behavior of natural clay soil with sodium chloride & distilled water
publishDate	2012
url	http://umpir.ump.edu.my/id/eprint/13850/ http://umpir.ump.edu.my/id/eprint/13850/ http://umpir.ump.edu.my/id/eprint/13850/1/FKASA%20-%20NUR%20NADIAH%20MOHD%20NAZIM.pdf
first_indexed	2023-09-18T22:16:55Z
last_indexed	2023-09-18T22:16:55Z
_version_	1777415399124500480

The compressibility behavior of natural clay soil with sodium chloride & distilled water

Similar Items