Shear Strength of Soft Clay Reinforced with Single Encased Bottom Ash Columns

Stone column is one of the most commonly used in soil improvement technique around the world which capable to increase the bearing capacity of soft clay and reduce settlement of structure constructed on them. Due to its higher value of strength and stiffness, it can sustain larger proportion of the...

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Main Authors:	Muzamir, Hasan, Norhayani, Pangee @ Mohd Nor, Suki, Suzillco
Format:	Article
Language:	English English
Published:	Asian Research Publishing Network (ARPN) 2016
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/10784/ http://umpir.ump.edu.my/id/eprint/10784/ http://umpir.ump.edu.my/id/eprint/10784/9/fkasa-2015-muzamir-Shear%20Strength%20pg1.pdf http://umpir.ump.edu.my/id/eprint/10784/15/fkasa-2016-muzamir-shear%20strenght%20of%20soft%20clay%20reinforced-full.pdf

id	ump-10784
recordtype	eprints
spelling	ump-107842018-02-06T06:33:18Z http://umpir.ump.edu.my/id/eprint/10784/ Shear Strength of Soft Clay Reinforced with Single Encased Bottom Ash Columns Muzamir, Hasan Norhayani, Pangee @ Mohd Nor Suki, Suzillco TA Engineering (General). Civil engineering (General) Stone column is one of the most commonly used in soil improvement technique around the world which capable to increase the bearing capacity of soft clay and reduce settlement of structure constructed on them. Due to its higher value of strength and stiffness, it can sustain larger proportion of the applied load which improves the performance of foundation beds. Meanwhile, the substantial amount of bottom ash disposed in the landfills have causes a serious environment pollution. As the bottom ash is part of the residue of combustion of coal and also the by-product produced in a furnace of the power plant. Hence, by reutilize the bottom ash as granular material in vertical granular column, the cost of construction can be reduced and able to achieve more strength of soft clay after being reinforced with a single bottom ash column which been encased with geotextile. Remolded specimens of 50 mm in diameter and 100 mm in height soft kaolin clay installed with single encapsulated bottom ash columns with 10 mm and 16 mm diameter was subsequently tested under Unconfined Compression Test. It can be concluded that the shear strength parameters shows some significant improvement on encased and non-encased bottom ash columns and were affected by the diameter and height of the column. Asian Research Publishing Network (ARPN) 2016 Article NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/10784/9/fkasa-2015-muzamir-Shear%20Strength%20pg1.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/10784/15/fkasa-2016-muzamir-shear%20strenght%20of%20soft%20clay%20reinforced-full.pdf Muzamir, Hasan and Norhayani, Pangee @ Mohd Nor and Suki, Suzillco (2016) Shear Strength of Soft Clay Reinforced with Single Encased Bottom Ash Columns. ARPN Journal of Engineering and Applied Sciences, 11 (3). pp. 1562-1569. ISSN 1819-6608 http://www.arpnjournals.org/jeas/research_papers/rp_2016/jeas_0216_3535.pdf
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Muzamir, Hasan Norhayani, Pangee @ Mohd Nor Suki, Suzillco Shear Strength of Soft Clay Reinforced with Single Encased Bottom Ash Columns
description	Stone column is one of the most commonly used in soil improvement technique around the world which capable to increase the bearing capacity of soft clay and reduce settlement of structure constructed on them. Due to its higher value of strength and stiffness, it can sustain larger proportion of the applied load which improves the performance of foundation beds. Meanwhile, the substantial amount of bottom ash disposed in the landfills have causes a serious environment pollution. As the bottom ash is part of the residue of combustion of coal and also the by-product produced in a furnace of the power plant. Hence, by reutilize the bottom ash as granular material in vertical granular column, the cost of construction can be reduced and able to achieve more strength of soft clay after being reinforced with a single bottom ash column which been encased with geotextile. Remolded specimens of 50 mm in diameter and 100 mm in height soft kaolin clay installed with single encapsulated bottom ash columns with 10 mm and 16 mm diameter was subsequently tested under Unconfined Compression Test. It can be concluded that the shear strength parameters shows some significant improvement on encased and non-encased bottom ash columns and were affected by the diameter and height of the column.
format	Article
author	Muzamir, Hasan Norhayani, Pangee @ Mohd Nor Suki, Suzillco
author_facet	Muzamir, Hasan Norhayani, Pangee @ Mohd Nor Suki, Suzillco
author_sort	Muzamir, Hasan
title	Shear Strength of Soft Clay Reinforced with Single Encased Bottom Ash Columns
title_short	Shear Strength of Soft Clay Reinforced with Single Encased Bottom Ash Columns
title_full	Shear Strength of Soft Clay Reinforced with Single Encased Bottom Ash Columns
title_fullStr	Shear Strength of Soft Clay Reinforced with Single Encased Bottom Ash Columns
title_full_unstemmed	Shear Strength of Soft Clay Reinforced with Single Encased Bottom Ash Columns
title_sort	shear strength of soft clay reinforced with single encased bottom ash columns
publisher	Asian Research Publishing Network (ARPN)
publishDate	2016
url	http://umpir.ump.edu.my/id/eprint/10784/ http://umpir.ump.edu.my/id/eprint/10784/ http://umpir.ump.edu.my/id/eprint/10784/9/fkasa-2015-muzamir-Shear%20Strength%20pg1.pdf http://umpir.ump.edu.my/id/eprint/10784/15/fkasa-2016-muzamir-shear%20strenght%20of%20soft%20clay%20reinforced-full.pdf
first_indexed	2023-09-18T22:10:47Z
last_indexed	2023-09-18T22:10:47Z
_version_	1777415012812324864

Shear Strength of Soft Clay Reinforced with Single Encased Bottom Ash Columns

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