Subgrade Stabilization Assessment Of Kuantan Clay Using Lime, Portland Cement, Fly Ash, And Bottom Ash

This paper proposes an assessment of the utilization of lime, Portland cement (PC), fly ash and bottom ash as stabilizer of soft sub grades material in highway construction. The research conducts various contents of lime, PC, fly ash and bottom ash to different types of clay soils from various sites...

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Main Authors:	Achmad Fauzi, Abdul Wahab, Wan Mohd Nazmi, Wan Abdul Rahman
Format:	Conference or Workshop Item
Language:	English
Published:	2011
Subjects:	TD Environmental technology. Sanitary engineering TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/2025/ http://umpir.ump.edu.my/id/eprint/2025/1/Subgrade_Stabilization_Assessment_Of_Kuantan_Clay_Using_Lime%2C.PDF

id	ump-2025
recordtype	eprints
spelling	ump-20252018-02-01T07:29:48Z http://umpir.ump.edu.my/id/eprint/2025/ Subgrade Stabilization Assessment Of Kuantan Clay Using Lime, Portland Cement, Fly Ash, And Bottom Ash Achmad Fauzi, Abdul Wahab Wan Mohd Nazmi, Wan Abdul Rahman TD Environmental technology. Sanitary engineering TA Engineering (General). Civil engineering (General) This paper proposes an assessment of the utilization of lime, Portland cement (PC), fly ash and bottom ash as stabilizer of soft sub grades material in highway construction. The research conducts various contents of lime, PC, 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 lime, PC, fly ash and bottom ash at different water content. The accomplishment of sub-grade stabilization depends on the engineering properties of soils and characteristic of additives. The laboratory result shows that the strength gain in stabilization mainly depends on two factors: additives content and molding water content. The variation content of lime, PC, fly ash and bottom ash were 4%, 8% and 12% by total weight. 2011 Conference or Workshop Item PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/2025/1/Subgrade_Stabilization_Assessment_Of_Kuantan_Clay_Using_Lime%2C.PDF Achmad Fauzi, Abdul Wahab and Wan Mohd Nazmi, Wan Abdul Rahman (2011) Subgrade Stabilization Assessment Of Kuantan Clay Using Lime, Portland Cement, Fly Ash, And Bottom Ash. In: 9th National Conference on Road Engineering of Indonesian Road Development Association (IRDA), 13-18 November 2011 , Mercure Convention-Hotel, Ancol, Jakarta, Indonesia. . (Unpublished)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TD Environmental technology. Sanitary engineering TA Engineering (General). Civil engineering (General)
spellingShingle	TD Environmental technology. Sanitary engineering TA Engineering (General). Civil engineering (General) Achmad Fauzi, Abdul Wahab Wan Mohd Nazmi, Wan Abdul Rahman Subgrade Stabilization Assessment Of Kuantan Clay Using Lime, Portland Cement, Fly Ash, And Bottom Ash
description	This paper proposes an assessment of the utilization of lime, Portland cement (PC), fly ash and bottom ash as stabilizer of soft sub grades material in highway construction. The research conducts various contents of lime, PC, 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 lime, PC, fly ash and bottom ash at different water content. The accomplishment of sub-grade stabilization depends on the engineering properties of soils and characteristic of additives. The laboratory result shows that the strength gain in stabilization mainly depends on two factors: additives content and molding water content. The variation content of lime, PC, 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
author_facet	Achmad Fauzi, Abdul Wahab Wan Mohd Nazmi, Wan Abdul Rahman
author_sort	Achmad Fauzi, Abdul Wahab
title	Subgrade Stabilization Assessment Of Kuantan Clay Using Lime, Portland Cement, Fly Ash, And Bottom Ash
title_short	Subgrade Stabilization Assessment Of Kuantan Clay Using Lime, Portland Cement, Fly Ash, And Bottom Ash
title_full	Subgrade Stabilization Assessment Of Kuantan Clay Using Lime, Portland Cement, Fly Ash, And Bottom Ash
title_fullStr	Subgrade Stabilization Assessment Of Kuantan Clay Using Lime, Portland Cement, Fly Ash, And Bottom Ash
title_full_unstemmed	Subgrade Stabilization Assessment Of Kuantan Clay Using Lime, Portland Cement, Fly Ash, And Bottom Ash
title_sort	subgrade stabilization assessment of kuantan clay using lime, portland cement, fly ash, and bottom ash
publishDate	2011
url	http://umpir.ump.edu.my/id/eprint/2025/ http://umpir.ump.edu.my/id/eprint/2025/1/Subgrade_Stabilization_Assessment_Of_Kuantan_Clay_Using_Lime%2C.PDF
first_indexed	2023-09-18T21:55:30Z
last_indexed	2023-09-18T21:55:30Z
_version_	1777414051171663872

Subgrade Stabilization Assessment Of Kuantan Clay Using Lime, Portland Cement, Fly Ash, And Bottom Ash

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