Strength of soft clay reinforced with 13mm diameter of single crushed coconut shell column

Stone column could be used as a ground improvement technique where a portion of soft soil is replaced with granular material such as stone or sand. The benefit of using stone columns in low strength soil has been proved as an efficient method to improve bearing capacity and reduce settlement of soft...

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Main Author:	Nurrul Nisya, Anuar
Format:	Undergraduates Project Papers
Language:	English
Published:	2018
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/27639/ http://umpir.ump.edu.my/id/eprint/27639/ http://umpir.ump.edu.my/id/eprint/27639/1/Strength%20of%20soft%20clay%20reinforced%20with%2013mm%20diameter%20of%20single%20crushed%20coconut%20shell.pdf

id	ump-27639
recordtype	eprints
spelling	ump-276392020-01-30T08:32:45Z http://umpir.ump.edu.my/id/eprint/27639/ Strength of soft clay reinforced with 13mm diameter of single crushed coconut shell column Nurrul Nisya, Anuar TA Engineering (General). Civil engineering (General) Stone column could be used as a ground improvement technique where a portion of soft soil is replaced with granular material such as stone or sand. The benefit of using stone columns in low strength soil has been proved as an efficient method to improve bearing capacity and reduce settlement of soft soils. This study was aimed to investigate the improvement in shear strength of soft clay by reinforce the 13mm crushed coconut shell column. This research was done by determine the effect of area replacement ratio and height penetration ratio of a single coconut shell column on shear strength characteristics. Unconfined Compression Triaxial Test (UCT) was conducted for 12 batch kaolin samples including control sample in order to determine the shear strength. The research variable are diameter and height of crushed coconut shell column which under a concept of critical length of column. The increment of shear strength by embedded with crushed coconut shell column are 17.28%, 20.50% and 18.25% with 6.76% area replacement ratio at column penetration ratio of 0.60, 0.80 and 1.0 respectively. From the result obtained, the relationship of the increment of shear strength with the various column penetration show different pattern 2018-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/27639/1/Strength%20of%20soft%20clay%20reinforced%20with%2013mm%20diameter%20of%20single%20crushed%20coconut%20shell.pdf Nurrul Nisya, Anuar (2018) Strength of soft clay reinforced with 13mm diameter of single crushed coconut shell column. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. https://efind.ump.edu.my/cgi-bin/koha/opac-detail.pl?biblionumber=90940
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) Nurrul Nisya, Anuar Strength of soft clay reinforced with 13mm diameter of single crushed coconut shell column
description	Stone column could be used as a ground improvement technique where a portion of soft soil is replaced with granular material such as stone or sand. The benefit of using stone columns in low strength soil has been proved as an efficient method to improve bearing capacity and reduce settlement of soft soils. This study was aimed to investigate the improvement in shear strength of soft clay by reinforce the 13mm crushed coconut shell column. This research was done by determine the effect of area replacement ratio and height penetration ratio of a single coconut shell column on shear strength characteristics. Unconfined Compression Triaxial Test (UCT) was conducted for 12 batch kaolin samples including control sample in order to determine the shear strength. The research variable are diameter and height of crushed coconut shell column which under a concept of critical length of column. The increment of shear strength by embedded with crushed coconut shell column are 17.28%, 20.50% and 18.25% with 6.76% area replacement ratio at column penetration ratio of 0.60, 0.80 and 1.0 respectively. From the result obtained, the relationship of the increment of shear strength with the various column penetration show different pattern
format	Undergraduates Project Papers
author	Nurrul Nisya, Anuar
author_facet	Nurrul Nisya, Anuar
author_sort	Nurrul Nisya, Anuar
title	Strength of soft clay reinforced with 13mm diameter of single crushed coconut shell column
title_short	Strength of soft clay reinforced with 13mm diameter of single crushed coconut shell column
title_full	Strength of soft clay reinforced with 13mm diameter of single crushed coconut shell column
title_fullStr	Strength of soft clay reinforced with 13mm diameter of single crushed coconut shell column
title_full_unstemmed	Strength of soft clay reinforced with 13mm diameter of single crushed coconut shell column
title_sort	strength of soft clay reinforced with 13mm diameter of single crushed coconut shell column
publishDate	2018
url	http://umpir.ump.edu.my/id/eprint/27639/ http://umpir.ump.edu.my/id/eprint/27639/ http://umpir.ump.edu.my/id/eprint/27639/1/Strength%20of%20soft%20clay%20reinforced%20with%2013mm%20diameter%20of%20single%20crushed%20coconut%20shell.pdf
first_indexed	2023-09-18T22:43:26Z
last_indexed	2023-09-18T22:43:26Z
_version_	1777417067291475968

Strength of soft clay reinforced with 13mm diameter of single crushed coconut shell column

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