A study of the strength of soft clay in reinforced with group encapsulated bottom ash columns

The increasing of the demand and restrictions on the suitable land for construction in recent time led the construction industries to exploit sites that were previously considered as the uneconomical site to develop such as soft clay soil. Luckily, the advance of the technology prove that there is a...

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Main Author:	Nur Aqilah, Muhd Drus
Format:	Undergraduates Project Papers
Language:	English English English
Published:	2015
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/12215/ http://umpir.ump.edu.my/id/eprint/12215/ http://umpir.ump.edu.my/id/eprint/12215/1/FKASA%20-%20NUR%20AQILAH%20MOHD%20DRUS%20%28CD9310%29.pdf http://umpir.ump.edu.my/id/eprint/12215/2/FKASA%20-%20NUR%20AQILAH%20MOHD%20DRUS%20-%20CHAP.1%20%28CD9310%29.pdf http://umpir.ump.edu.my/id/eprint/12215/3/FKASA%20-%20NUR%20AQILAH%20MOHD%20DRUS%20-%20CHAP.3%20%28CD9310%29.pdf

id	ump-12215
recordtype	eprints
spelling	ump-122152016-03-17T06:43:38Z http://umpir.ump.edu.my/id/eprint/12215/ A study of the strength of soft clay in reinforced with group encapsulated bottom ash columns Nur Aqilah, Muhd Drus TA Engineering (General). Civil engineering (General) The increasing of the demand and restrictions on the suitable land for construction in recent time led the construction industries to exploit sites that were previously considered as the uneconomical site to develop such as soft clay soil. Luckily, the advance of the technology prove that there is an alternative to using soft clay in construction by ground improvement or modification technique. The ground improvement method are increasing the shear strength, reduces the permeability and the compressibility of the soft soil. The stone column method is the most preferable and widely used in construction. This study are used the waste materials known as bottom ash as a replacement to the usage of natural materials in the stone column. Hence, by reutilize the waste of bottom ash, the construction cost can be reduce and thus, the disposal area also decreasing. This research is to determine the strength of the soft clay in reinforced with group encapsulated bottom ash columns. The bottom ash in encapsulated with geotextile are used as the stone column in kaolin clay. At the first part of the study, the physical and mechanical properties of the kaolin clay and bottom ash are determine. There is proven that the kaolin clay can be classified as silty soils while, the bottom ash have the relative characteristic with granular materials. At the second part of study, the sample of soft clay in reinforced with group of three encapsulated bottom ash columns are tested under Unconsolidated Undrained Test with difference various of diameter and height of bottom ash column. It can be concluded that the presence of encapsulated bottom ash column, are increasing the shear strength parameter of the soft clay. 2015 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12215/1/FKASA%20-%20NUR%20AQILAH%20MOHD%20DRUS%20%28CD9310%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12215/2/FKASA%20-%20NUR%20AQILAH%20MOHD%20DRUS%20-%20CHAP.1%20%28CD9310%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12215/3/FKASA%20-%20NUR%20AQILAH%20MOHD%20DRUS%20-%20CHAP.3%20%28CD9310%29.pdf Nur Aqilah, Muhd Drus (2015) A study of the strength of soft clay in reinforced with group encapsulated bottom ash columns. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92449&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Nur Aqilah, Muhd Drus A study of the strength of soft clay in reinforced with group encapsulated bottom ash columns
description	The increasing of the demand and restrictions on the suitable land for construction in recent time led the construction industries to exploit sites that were previously considered as the uneconomical site to develop such as soft clay soil. Luckily, the advance of the technology prove that there is an alternative to using soft clay in construction by ground improvement or modification technique. The ground improvement method are increasing the shear strength, reduces the permeability and the compressibility of the soft soil. The stone column method is the most preferable and widely used in construction. This study are used the waste materials known as bottom ash as a replacement to the usage of natural materials in the stone column. Hence, by reutilize the waste of bottom ash, the construction cost can be reduce and thus, the disposal area also decreasing. This research is to determine the strength of the soft clay in reinforced with group encapsulated bottom ash columns. The bottom ash in encapsulated with geotextile are used as the stone column in kaolin clay. At the first part of the study, the physical and mechanical properties of the kaolin clay and bottom ash are determine. There is proven that the kaolin clay can be classified as silty soils while, the bottom ash have the relative characteristic with granular materials. At the second part of study, the sample of soft clay in reinforced with group of three encapsulated bottom ash columns are tested under Unconsolidated Undrained Test with difference various of diameter and height of bottom ash column. It can be concluded that the presence of encapsulated bottom ash column, are increasing the shear strength parameter of the soft clay.
format	Undergraduates Project Papers
author	Nur Aqilah, Muhd Drus
author_facet	Nur Aqilah, Muhd Drus
author_sort	Nur Aqilah, Muhd Drus
title	A study of the strength of soft clay in reinforced with group encapsulated bottom ash columns
title_short	A study of the strength of soft clay in reinforced with group encapsulated bottom ash columns
title_full	A study of the strength of soft clay in reinforced with group encapsulated bottom ash columns
title_fullStr	A study of the strength of soft clay in reinforced with group encapsulated bottom ash columns
title_full_unstemmed	A study of the strength of soft clay in reinforced with group encapsulated bottom ash columns
title_sort	study of the strength of soft clay in reinforced with group encapsulated bottom ash columns
publishDate	2015
url	http://umpir.ump.edu.my/id/eprint/12215/ http://umpir.ump.edu.my/id/eprint/12215/ http://umpir.ump.edu.my/id/eprint/12215/1/FKASA%20-%20NUR%20AQILAH%20MOHD%20DRUS%20%28CD9310%29.pdf http://umpir.ump.edu.my/id/eprint/12215/2/FKASA%20-%20NUR%20AQILAH%20MOHD%20DRUS%20-%20CHAP.1%20%28CD9310%29.pdf http://umpir.ump.edu.my/id/eprint/12215/3/FKASA%20-%20NUR%20AQILAH%20MOHD%20DRUS%20-%20CHAP.3%20%28CD9310%29.pdf
first_indexed	2023-09-18T22:13:38Z
last_indexed	2023-09-18T22:13:38Z
_version_	1777415191943708672

A study of the strength of soft clay in reinforced with group encapsulated bottom ash columns

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