The undrained shear strength of soft clay reinforced with group encapsulated lime bottom ash columns

This research was aimed to investigate the role of group encapsulated lime bottom ash columns in improving the shear strength by using laboratory scale model. Kaolin was being used as soil sample and lime bottom ash as the reinforced columns. The reinforc ed kaolin samples were tested by...

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Main Authors:	Muzamir, Hasan, Wan Nursyafiqah, Wan Jusoh, Wong, Suk Chee, Hyodo, Masayuki
Format:	Article
Language:	English
Published:	GEOMATE International Society 2018
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/20655/ http://umpir.ump.edu.my/id/eprint/20655/ http://umpir.ump.edu.my/id/eprint/20655/ http://umpir.ump.edu.my/id/eprint/20655/1/The%20undrained%20shear%20strength%20of%20soft%20clay%20reinforced%20with%20group-fkasa-2018.pdf

id	ump-20655
recordtype	eprints
spelling	ump-206552018-03-01T04:23:48Z http://umpir.ump.edu.my/id/eprint/20655/ The undrained shear strength of soft clay reinforced with group encapsulated lime bottom ash columns Muzamir, Hasan Wan Nursyafiqah, Wan Jusoh Wong, Suk Chee Hyodo, Masayuki TA Engineering (General). Civil engineering (General) This research was aimed to investigate the role of group encapsulated lime bottom ash columns in improving the shear strength by using laboratory scale model. Kaolin was being used as soil sample and lime bottom ash as the reinforced columns. The reinforc ed kaolin samples were tested by using Unconfined Compression Test (UCT). A total 7 batches of kaolin sample had been tested and each batch consist of 3 specimens represent sample without lime bottom ash column, partially penetration and fully penetration for group lime bottom ash columns. The specimen used was 50 mm i n diameter and 100 mm in height . The height of the group columns was 60 mm, 80 mm and 100 mm with 10 mm and 16 mm column diameter . The group encapsulated lime bottom ash columns was installed in the triangular pattern, as it was much easier to maintain the location of installed columns and the spacing in between the columns. The improvement of shear strength of group encapsulated lime bottom ash columns with area replacement ratio of 12.00 % (1 0 mm column diameter) and 30.72 % (16 mm column diameter) was 29.00 %, 44.17 %, 29.75 % and 1.00 %, 3.92 %, 7.33 % at sample penetration ratio, H c /H s of 0.6, 0.8 and 1.0 respectively. It can be concluded that the shear strength of soft clay could be improv ed by the installation of group encapsulated lime bottom ash columns. However, the improvement of shear strength of 10 mm group encapsulated lime bottom ash columns was increased more significant compared to 16 mm group encapsulated lime bottom ash columns . GEOMATE International Society 2018 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/20655/1/The%20undrained%20shear%20strength%20of%20soft%20clay%20reinforced%20with%20group-fkasa-2018.pdf Muzamir, Hasan and Wan Nursyafiqah, Wan Jusoh and Wong, Suk Chee and Hyodo, Masayuki (2018) The undrained shear strength of soft clay reinforced with group encapsulated lime bottom ash columns. International Journal of GEOMATE, 14 (46). pp. 46-50. ISSN 2186-2982 (print); 2186-2990(online) http://www.geomatejournal.com/sites/default/files/articles/46-50-45208-Muzamir-June-2018-g1.pdf DOI: https://doi.org/10.21660/2018.46.45208
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) Muzamir, Hasan Wan Nursyafiqah, Wan Jusoh Wong, Suk Chee Hyodo, Masayuki The undrained shear strength of soft clay reinforced with group encapsulated lime bottom ash columns
description	This research was aimed to investigate the role of group encapsulated lime bottom ash columns in improving the shear strength by using laboratory scale model. Kaolin was being used as soil sample and lime bottom ash as the reinforced columns. The reinforc ed kaolin samples were tested by using Unconfined Compression Test (UCT). A total 7 batches of kaolin sample had been tested and each batch consist of 3 specimens represent sample without lime bottom ash column, partially penetration and fully penetration for group lime bottom ash columns. The specimen used was 50 mm i n diameter and 100 mm in height . The height of the group columns was 60 mm, 80 mm and 100 mm with 10 mm and 16 mm column diameter . The group encapsulated lime bottom ash columns was installed in the triangular pattern, as it was much easier to maintain the location of installed columns and the spacing in between the columns. The improvement of shear strength of group encapsulated lime bottom ash columns with area replacement ratio of 12.00 % (1 0 mm column diameter) and 30.72 % (16 mm column diameter) was 29.00 %, 44.17 %, 29.75 % and 1.00 %, 3.92 %, 7.33 % at sample penetration ratio, H c /H s of 0.6, 0.8 and 1.0 respectively. It can be concluded that the shear strength of soft clay could be improv ed by the installation of group encapsulated lime bottom ash columns. However, the improvement of shear strength of 10 mm group encapsulated lime bottom ash columns was increased more significant compared to 16 mm group encapsulated lime bottom ash columns .
format	Article
author	Muzamir, Hasan Wan Nursyafiqah, Wan Jusoh Wong, Suk Chee Hyodo, Masayuki
author_facet	Muzamir, Hasan Wan Nursyafiqah, Wan Jusoh Wong, Suk Chee Hyodo, Masayuki
author_sort	Muzamir, Hasan
title	The undrained shear strength of soft clay reinforced with group encapsulated lime bottom ash columns
title_short	The undrained shear strength of soft clay reinforced with group encapsulated lime bottom ash columns
title_full	The undrained shear strength of soft clay reinforced with group encapsulated lime bottom ash columns
title_fullStr	The undrained shear strength of soft clay reinforced with group encapsulated lime bottom ash columns
title_full_unstemmed	The undrained shear strength of soft clay reinforced with group encapsulated lime bottom ash columns
title_sort	undrained shear strength of soft clay reinforced with group encapsulated lime bottom ash columns
publisher	GEOMATE International Society
publishDate	2018
url	http://umpir.ump.edu.my/id/eprint/20655/ http://umpir.ump.edu.my/id/eprint/20655/ http://umpir.ump.edu.my/id/eprint/20655/ http://umpir.ump.edu.my/id/eprint/20655/1/The%20undrained%20shear%20strength%20of%20soft%20clay%20reinforced%20with%20group-fkasa-2018.pdf
first_indexed	2023-09-18T22:29:55Z
last_indexed	2023-09-18T22:29:55Z
_version_	1777416216489492480

The undrained shear strength of soft clay reinforced with group encapsulated lime bottom ash columns

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