Engineering Quality Improvement Of Kuantan Clay Subgrade Using Recycling And Reused Materials as Stabilizer

This paper proposes an engineering quality improvement of Kuantan clay subgrade using fly ash, bottom ash and oil palm empty fruit bunches (OPEFB) ash as stabilizer in highway construction. The research conducts soil engineering properties and strength test for various contents of fly ash, bottom as...

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Main Authors:	Achmad Fauzi, Abdul Wahab, Fauzi, Usama Juniansyah, Wan Mohd Nazmi, Wan Abdul Rahman
Format:	Article
Language:	English
Published:	Elsevier Ltd 2013
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/3546/ http://umpir.ump.edu.my/id/eprint/3546/ http://umpir.ump.edu.my/id/eprint/3546/ http://umpir.ump.edu.my/id/eprint/3546/1/G4-009_Achmad_Fauzi.pdf

id	ump-3546
recordtype	eprints
spelling	ump-35462018-02-01T07:14:40Z http://umpir.ump.edu.my/id/eprint/3546/ Engineering Quality Improvement Of Kuantan Clay Subgrade Using Recycling And Reused Materials as Stabilizer Achmad Fauzi, Abdul Wahab Fauzi, Usama Juniansyah Wan Mohd Nazmi, Wan Abdul Rahman TA Engineering (General). Civil engineering (General) This paper proposes an engineering quality improvement of Kuantan clay subgrade using fly ash, bottom ash and oil palm empty fruit bunches (OPEFB) ash as stabilizer in highway construction. The research conducts soil engineering properties and strength test for various contents of fly ash, bottom ash and OPEFB ash to different types of clay soil from various sites in Kuantan. Standard compaction and California Bearing Ratio (CBR) were applied in soil samples to estimate the optimum mixture design. The samples were set up by mixing soil samples with various content of stabilizer at optimum water content. The accomplishment of subgrade stabilization depends on the engineering properties of clay and characteristic of stabilizer. The laboratory result shows that the strength gain in stabilization mainly depends on stabilizer content and molding water content. The variation content of fly ash, bottom ash, OPEFB ash were 4%, 8% and 12% by dry total weight (Fauzi and Wan 2010; Fauzi et al. 2010; Fauzi et al. 2011; Hilmi et al. 2006). Elsevier Ltd 2013 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/3546/1/G4-009_Achmad_Fauzi.pdf Achmad Fauzi, Abdul Wahab and Fauzi, Usama Juniansyah and Wan Mohd Nazmi, Wan Abdul Rahman (2013) Engineering Quality Improvement Of Kuantan Clay Subgrade Using Recycling And Reused Materials as Stabilizer. Procedia Engineering, 54. pp. 675-708. ISSN 1877-7058 http://dx.doi.org/10.1016/j.proeng.2013.03.062 DOI: 10.1016/j.proeng.2013.03.062
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 Fauzi, Usama Juniansyah Wan Mohd Nazmi, Wan Abdul Rahman Engineering Quality Improvement Of Kuantan Clay Subgrade Using Recycling And Reused Materials as Stabilizer
description	This paper proposes an engineering quality improvement of Kuantan clay subgrade using fly ash, bottom ash and oil palm empty fruit bunches (OPEFB) ash as stabilizer in highway construction. The research conducts soil engineering properties and strength test for various contents of fly ash, bottom ash and OPEFB ash to different types of clay soil from various sites in Kuantan. Standard compaction and California Bearing Ratio (CBR) were applied in soil samples to estimate the optimum mixture design. The samples were set up by mixing soil samples with various content of stabilizer at optimum water content. The accomplishment of subgrade stabilization depends on the engineering properties of clay and characteristic of stabilizer. The laboratory result shows that the strength gain in stabilization mainly depends on stabilizer content and molding water content. The variation content of fly ash, bottom ash, OPEFB ash were 4%, 8% and 12% by dry total weight (Fauzi and Wan 2010; Fauzi et al. 2010; Fauzi et al. 2011; Hilmi et al. 2006).
format	Article
author	Achmad Fauzi, Abdul Wahab Fauzi, Usama Juniansyah Wan Mohd Nazmi, Wan Abdul Rahman
author_facet	Achmad Fauzi, Abdul Wahab Fauzi, Usama Juniansyah Wan Mohd Nazmi, Wan Abdul Rahman
author_sort	Achmad Fauzi, Abdul Wahab
title	Engineering Quality Improvement Of Kuantan Clay Subgrade Using Recycling And Reused Materials as Stabilizer
title_short	Engineering Quality Improvement Of Kuantan Clay Subgrade Using Recycling And Reused Materials as Stabilizer
title_full	Engineering Quality Improvement Of Kuantan Clay Subgrade Using Recycling And Reused Materials as Stabilizer
title_fullStr	Engineering Quality Improvement Of Kuantan Clay Subgrade Using Recycling And Reused Materials as Stabilizer
title_full_unstemmed	Engineering Quality Improvement Of Kuantan Clay Subgrade Using Recycling And Reused Materials as Stabilizer
title_sort	engineering quality improvement of kuantan clay subgrade using recycling and reused materials as stabilizer
publisher	Elsevier Ltd
publishDate	2013
url	http://umpir.ump.edu.my/id/eprint/3546/ http://umpir.ump.edu.my/id/eprint/3546/ http://umpir.ump.edu.my/id/eprint/3546/ http://umpir.ump.edu.my/id/eprint/3546/1/G4-009_Achmad_Fauzi.pdf
first_indexed	2023-09-18T21:57:54Z
last_indexed	2023-09-18T21:57:54Z
_version_	1777414202723401728

Engineering Quality Improvement Of Kuantan Clay Subgrade Using Recycling And Reused Materials as Stabilizer

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