Subgrades Stabilization of Kuantan Clay Using Fly Ash and Bottom Ash

The main objective of this study is the utilization of fly ash and bottom ash to improve the 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...

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Main Authors:	Achmad Fauzi, Abdul Wahab, Wan Mohd Nazmi, Wan Abdul Rahman, Usama Juniansyah, Fauzi
Format:	Conference or Workshop Item
Language:	English
Published:	2010
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/1209/ http://umpir.ump.edu.my/id/eprint/1209/1/fauzi__wahab.PDF

id	ump-1209
recordtype	eprints
spelling	ump-12092018-02-01T07:32:29Z http://umpir.ump.edu.my/id/eprint/1209/ Subgrades Stabilization of Kuantan Clay Using Fly Ash and Bottom Ash Achmad Fauzi, Abdul Wahab Wan Mohd Nazmi, Wan Abdul Rahman Usama Juniansyah, Fauzi TA Engineering (General). Civil engineering (General) The main objective of this study is the utilization of fly ash and bottom ash to improve the 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 content of fly ash and bottom ash at different water content in compaction test to obtain optimum dry unit weight and optimum water contents. This optimum water contents were used in CBR tests of mixtures of soil samples-fly ash/bottom ash. The accomplishment of subgrade stabilization depends on the engineering properties of soils and characteristic of fly ash and bottom ash. The performance analysis of ﬂy ash and bottom ash should be based on the laboratory tests such as engineering properties of soil, compaction and CBR tests of a speciﬁc site in Kuantan. 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. 2010 Conference or Workshop Item PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/1209/1/fauzi__wahab.PDF Achmad Fauzi, Abdul Wahab and Wan Mohd Nazmi, Wan Abdul Rahman and Usama Juniansyah, Fauzi (2010) Subgrades Stabilization of Kuantan Clay Using Fly Ash and Bottom Ash. In: The 8th Internationational Conference on Geotechnical & Transportation Engineering (GEOTROPIKA 2010), 2010 , Sutera Harbour, Sabah. .
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 Subgrades Stabilization of Kuantan Clay Using Fly Ash and Bottom Ash
description	The main objective of this study is the utilization of fly ash and bottom ash to improve the 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 content of fly ash and bottom ash at different water content in compaction test to obtain optimum dry unit weight and optimum water contents. This optimum water contents were used in CBR tests of mixtures of soil samples-fly ash/bottom ash. The accomplishment of subgrade stabilization depends on the engineering properties of soils and characteristic of fly ash and bottom ash. The performance analysis of ﬂy ash and bottom ash should be based on the laboratory tests such as engineering properties of soil, compaction and CBR tests of a speciﬁc site in Kuantan. 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	Conference or Workshop Item
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	Subgrades Stabilization of Kuantan Clay Using Fly Ash and Bottom Ash
title_short	Subgrades Stabilization of Kuantan Clay Using Fly Ash and Bottom Ash
title_full	Subgrades Stabilization of Kuantan Clay Using Fly Ash and Bottom Ash
title_fullStr	Subgrades Stabilization of Kuantan Clay Using Fly Ash and Bottom Ash
title_full_unstemmed	Subgrades Stabilization of Kuantan Clay Using Fly Ash and Bottom Ash
title_sort	subgrades stabilization of kuantan clay using fly ash and bottom ash
publishDate	2010
url	http://umpir.ump.edu.my/id/eprint/1209/ http://umpir.ump.edu.my/id/eprint/1209/1/fauzi__wahab.PDF
first_indexed	2023-09-18T21:54:09Z
last_indexed	2023-09-18T21:54:09Z
_version_	1777413966838890496

Subgrades Stabilization of Kuantan Clay Using Fly Ash and Bottom Ash

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