Kuantan clay subgrade stabilization by using fly ash as stabilizer

Roadways and highway have a high potential for large volume use of fly ash stabilized soils. The main objective of this study is the utilization of fly ash to improve the subgrades material in highway construction. The study conducts various content of fly ash to the sample of clay soil collected al...

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Bibliographic Details
Main Author:	Norazizan, Abd Rahim
Format:	Undergraduates Project Papers
Language:	English
Published:	2012
Subjects:	TE Highway engineering. Roads and pavements
Online Access:	http://umpir.ump.edu.my/id/eprint/13820/ http://umpir.ump.edu.my/id/eprint/13820/ http://umpir.ump.edu.my/id/eprint/13820/1/FKASA%20-%20NORAZIZAN%20ABD%20RAHIM.pdf

id	ump-13820
recordtype	eprints
spelling	ump-138202016-08-03T07:35:25Z http://umpir.ump.edu.my/id/eprint/13820/ Kuantan clay subgrade stabilization by using fly ash as stabilizer Norazizan, Abd Rahim TE Highway engineering. Roads and pavements Roadways and highway have a high potential for large volume use of fly ash stabilized soils. The main objective of this study is the utilization of fly ash to improve the subgrades material in highway construction. The study conducts various content of fly ash to the sample of clay soil collected along Kuantan - Pekan road. Compaction test and California Bearing Ration (CBR) test were conducted in the laboratory to determine the optimum mixture design. The sample were set up by mixing soil samples with various content of fly ash at different water content in compaction test to obtain optimum dry unit weight and optimum water content. The optimum water content were used in CBR tests of mixture of soil sample-fly ash. The performance analysis of fly ash stabilized soil should be based on laboratory test such as engineering properties of soil, compaction test and CBR test. The strength gain in stabilization is depend on two factors which is fly ash content and water content. The variation content of fly ash were 3%, 6%, and 9% by total weight. From the test, the fly as stabilization increased the CBR values for the mixture tested and has the potential to offer an alternative for clay soil subgrades improvement of highway construction. 2012-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/13820/1/FKASA%20-%20NORAZIZAN%20ABD%20RAHIM.pdf Norazizan, Abd Rahim (2012) Kuantan clay subgrade stabilization by using fly ash as stabilizer. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:76406&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TE Highway engineering. Roads and pavements
spellingShingle	TE Highway engineering. Roads and pavements Norazizan, Abd Rahim Kuantan clay subgrade stabilization by using fly ash as stabilizer
description	Roadways and highway have a high potential for large volume use of fly ash stabilized soils. The main objective of this study is the utilization of fly ash to improve the subgrades material in highway construction. The study conducts various content of fly ash to the sample of clay soil collected along Kuantan - Pekan road. Compaction test and California Bearing Ration (CBR) test were conducted in the laboratory to determine the optimum mixture design. The sample were set up by mixing soil samples with various content of fly ash at different water content in compaction test to obtain optimum dry unit weight and optimum water content. The optimum water content were used in CBR tests of mixture of soil sample-fly ash. The performance analysis of fly ash stabilized soil should be based on laboratory test such as engineering properties of soil, compaction test and CBR test. The strength gain in stabilization is depend on two factors which is fly ash content and water content. The variation content of fly ash were 3%, 6%, and 9% by total weight. From the test, the fly as stabilization increased the CBR values for the mixture tested and has the potential to offer an alternative for clay soil subgrades improvement of highway construction.
format	Undergraduates Project Papers
author	Norazizan, Abd Rahim
author_facet	Norazizan, Abd Rahim
author_sort	Norazizan, Abd Rahim
title	Kuantan clay subgrade stabilization by using fly ash as stabilizer
title_short	Kuantan clay subgrade stabilization by using fly ash as stabilizer
title_full	Kuantan clay subgrade stabilization by using fly ash as stabilizer
title_fullStr	Kuantan clay subgrade stabilization by using fly ash as stabilizer
title_full_unstemmed	Kuantan clay subgrade stabilization by using fly ash as stabilizer
title_sort	kuantan clay subgrade stabilization by using fly ash as stabilizer
publishDate	2012
url	http://umpir.ump.edu.my/id/eprint/13820/ http://umpir.ump.edu.my/id/eprint/13820/ http://umpir.ump.edu.my/id/eprint/13820/1/FKASA%20-%20NORAZIZAN%20ABD%20RAHIM.pdf
first_indexed	2023-09-18T22:16:52Z
last_indexed	2023-09-18T22:16:52Z
_version_	1777415395710337024

Kuantan clay subgrade stabilization by using fly ash as stabilizer

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