Evaluation of plasticity of Kuantan clayey soil stabilized by rcycle and reuse material mixed with lime

The main purpose of this study is to determine the utilization of reuse and recycle materials such as fly ash, bottom ash, glass and OPEFB ash in order to improve the strength of the soil. Soils that contain high plasticity index especially clayey soils, is the most common problem that occurs duri...

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Main Author:	Diana Erika, Phillip
Format:	Undergraduates Project Papers
Language:	English
Published:	2013
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/10809/ http://umpir.ump.edu.my/id/eprint/10809/ http://umpir.ump.edu.my/id/eprint/10809/1/DIANA%20ERIKA%20PHILLIP.PDF

id	ump-10809
recordtype	eprints
spelling	ump-108092015-10-19T03:22:16Z http://umpir.ump.edu.my/id/eprint/10809/ Evaluation of plasticity of Kuantan clayey soil stabilized by rcycle and reuse material mixed with lime Diana Erika, Phillip TA Engineering (General). Civil engineering (General) The main purpose of this study is to determine the utilization of reuse and recycle materials such as fly ash, bottom ash, glass and OPEFB ash in order to improve the strength of the soil. Soils that contain high plasticity index especially clayey soils, is the most common problem that occurs during the construction of pavement and highway, retaining wall, foundation and other type of construction projects. Soft subgrade soil does not have the quality engineering properties which can support the structures efficiently. In order to overcome the problem, the soils have to be stabilized so that the engineering properties of the soil will improve. There are many method of soil stabilization that can be use, such as mechanical method and chemical method. However, soil stabilization by using mechanical method is very costly. Therefore, method of stabilization by adding chemicals additives into the soil is one of the alternative methods that can improve the engineering properties of the soil and it is more economical. This study is done to evaluate the plasticity of Kuantan Clayey soil stabilized by recycle and reuse material mixed with lime, in order to determine the most optimum content of stabilizers that can be used to reduce the plasticity index hence improve the properties of the soil. 2013-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/10809/1/DIANA%20ERIKA%20PHILLIP.PDF Diana Erika, Phillip (2013) Evaluation of plasticity of Kuantan clayey soil stabilized by rcycle and reuse material mixed with lime. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:84987&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) Diana Erika, Phillip Evaluation of plasticity of Kuantan clayey soil stabilized by rcycle and reuse material mixed with lime
description	The main purpose of this study is to determine the utilization of reuse and recycle materials such as fly ash, bottom ash, glass and OPEFB ash in order to improve the strength of the soil. Soils that contain high plasticity index especially clayey soils, is the most common problem that occurs during the construction of pavement and highway, retaining wall, foundation and other type of construction projects. Soft subgrade soil does not have the quality engineering properties which can support the structures efficiently. In order to overcome the problem, the soils have to be stabilized so that the engineering properties of the soil will improve. There are many method of soil stabilization that can be use, such as mechanical method and chemical method. However, soil stabilization by using mechanical method is very costly. Therefore, method of stabilization by adding chemicals additives into the soil is one of the alternative methods that can improve the engineering properties of the soil and it is more economical. This study is done to evaluate the plasticity of Kuantan Clayey soil stabilized by recycle and reuse material mixed with lime, in order to determine the most optimum content of stabilizers that can be used to reduce the plasticity index hence improve the properties of the soil.
format	Undergraduates Project Papers
author	Diana Erika, Phillip
author_facet	Diana Erika, Phillip
author_sort	Diana Erika, Phillip
title	Evaluation of plasticity of Kuantan clayey soil stabilized by rcycle and reuse material mixed with lime
title_short	Evaluation of plasticity of Kuantan clayey soil stabilized by rcycle and reuse material mixed with lime
title_full	Evaluation of plasticity of Kuantan clayey soil stabilized by rcycle and reuse material mixed with lime
title_fullStr	Evaluation of plasticity of Kuantan clayey soil stabilized by rcycle and reuse material mixed with lime
title_full_unstemmed	Evaluation of plasticity of Kuantan clayey soil stabilized by rcycle and reuse material mixed with lime
title_sort	evaluation of plasticity of kuantan clayey soil stabilized by rcycle and reuse material mixed with lime
publishDate	2013
url	http://umpir.ump.edu.my/id/eprint/10809/ http://umpir.ump.edu.my/id/eprint/10809/ http://umpir.ump.edu.my/id/eprint/10809/1/DIANA%20ERIKA%20PHILLIP.PDF
first_indexed	2023-09-18T22:10:50Z
last_indexed	2023-09-18T22:10:50Z
_version_	1777415016166719488

Evaluation of plasticity of Kuantan clayey soil stabilized by rcycle and reuse material mixed with lime

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