Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer

This publication presents the engineering properties of Kuantan clay and proposes an assessment of the utilization of fly ash and bottom ash as stabilizer of soft sugbrades material in highway construction. The research conducts various contents of fly ash and bottom ash to different types of clay s...

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Main Authors:	Achmad Fauzi, Abdul Wahab, Wan Mohd Nazmi, Wan Abdul Rahman, Usama Juniansyah, Fauzi
Format:	Article
Language:	English
Published:	Penerbit UMP 2011
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/14493/ http://umpir.ump.edu.my/id/eprint/14493/ http://umpir.ump.edu.my/id/eprint/14493/1/Kuantan%20Clay%20Properties%20and%20Examination%20of%20Fly%20Ash%20and%20Bottom%20Ash.pdf

id	ump-14493
recordtype	eprints
spelling	ump-144932018-02-01T07:25:07Z http://umpir.ump.edu.my/id/eprint/14493/ Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer Achmad Fauzi, Abdul Wahab Wan Mohd Nazmi, Wan Abdul Rahman Usama Juniansyah, Fauzi TA Engineering (General). Civil engineering (General) This publication presents the engineering properties of Kuantan clay and proposes an assessment of the utilization of fly ash and bottom ash as stabilizer of soft sugbrades material in highway construction. The research conducts various contents of fly ash and bottom ash to different types of clay soils from various sites in Kuantan. The compaction tests and California Bearing Ratio (CBR) tests were applied in soil samples to estimate the optimum mixture design. The samples were set up by mixing soil samples with various contents of fly ash and bottom ash at optimum water content. The accomplishment of subgrade stabilization depends on the engineering properties of soils and characteristic of fly ash and bottom ash. The laboratory result shows that the strength gain in stabilization mainly depends on two factors: fly ash and bottom ash content and molding water content. The variation content of fly ash and bottom ash were 4%, 8% and 12% by total weight. Penerbit UMP 2011 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/14493/1/Kuantan%20Clay%20Properties%20and%20Examination%20of%20Fly%20Ash%20and%20Bottom%20Ash.pdf Achmad Fauzi, Abdul Wahab and Wan Mohd Nazmi, Wan Abdul Rahman and Usama Juniansyah, Fauzi (2011) Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer. International Journal of Civil Engineering and Geo-Environmental, 2. pp. 27-31. ISSN 2180-2742 http://ijceg.ump.edu.my/images/ARTICLES/Vol.2/A5.pdf
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) Achmad Fauzi, Abdul Wahab Wan Mohd Nazmi, Wan Abdul Rahman Usama Juniansyah, Fauzi Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer
description	This publication presents the engineering properties of Kuantan clay and proposes an assessment of the utilization of fly ash and bottom ash as stabilizer of soft sugbrades material in highway construction. The research conducts various contents of fly ash and bottom ash to different types of clay soils from various sites in Kuantan. The compaction tests and California Bearing Ratio (CBR) tests were applied in soil samples to estimate the optimum mixture design. The samples were set up by mixing soil samples with various contents of fly ash and bottom ash at optimum water content. The accomplishment of subgrade stabilization depends on the engineering properties of soils and characteristic of fly ash and bottom ash. The laboratory result shows that the strength gain in stabilization mainly depends on two factors: fly ash and bottom ash content and molding water content. The variation content of fly ash and bottom ash were 4%, 8% and 12% by total weight.
format	Article
author	Achmad Fauzi, Abdul Wahab Wan Mohd Nazmi, Wan Abdul Rahman Usama Juniansyah, Fauzi
author_facet	Achmad Fauzi, Abdul Wahab Wan Mohd Nazmi, Wan Abdul Rahman Usama Juniansyah, Fauzi
author_sort	Achmad Fauzi, Abdul Wahab
title	Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer
title_short	Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer
title_full	Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer
title_fullStr	Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer
title_full_unstemmed	Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer
title_sort	kuantan clay properties and examination of fly ash and bottom ash utilization as soil stabilizer
publisher	Penerbit UMP
publishDate	2011
url	http://umpir.ump.edu.my/id/eprint/14493/ http://umpir.ump.edu.my/id/eprint/14493/ http://umpir.ump.edu.my/id/eprint/14493/1/Kuantan%20Clay%20Properties%20and%20Examination%20of%20Fly%20Ash%20and%20Bottom%20Ash.pdf
first_indexed	2023-09-18T22:18:18Z
last_indexed	2023-09-18T22:18:18Z
_version_	1777415485951836160

Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer

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