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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/1209/1/fauzi__wahab.PDF
http://umpir.ump.edu.my/id/eprint/1209/
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spelling my.ump.umpir.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. .
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
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/1209/1/fauzi__wahab.PDF
http://umpir.ump.edu.my/id/eprint/1209/
_version_ 1643664351265030144
score 13.211869

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