Investigation on the use of fly ash as additive in optimizing cost of road pavement structure, case study at Jalan Sultan Abu Bakar, Indera Mahkota, Kuantan

Investigation on the use of fly ash as additive in optimizing cost of road pavement structure, case study at Jalan Sultan Abu Bakar, Indera Mahkota, Kuantan

Fly ash stabilization is one of the methods of soil stabilization. It is used in many fields in the world, especially in highway engineering since many years ago for changing the soil characteristics so that the soil becomes more suitable for road construction. The main objective of this study is to...

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Bibliographic Details
Main Author: Muhammad Hafeez, Hashim
Format: Undergraduates Project Papers
Language:English
Published: 2010
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/2436/
http://umpir.ump.edu.my/id/eprint/2436/
http://umpir.ump.edu.my/id/eprint/2436/1/MUHAMMAD_HAFEEZ_BIN_HASHIM.PDF
id ump-2436
recordtype eprints
spelling ump-24362015-03-03T07:56:35Z http://umpir.ump.edu.my/id/eprint/2436/ Investigation on the use of fly ash as additive in optimizing cost of road pavement structure, case study at Jalan Sultan Abu Bakar, Indera Mahkota, Kuantan Muhammad Hafeez, Hashim TA Engineering (General). Civil engineering (General) Fly ash stabilization is one of the methods of soil stabilization. It is used in many fields in the world, especially in highway engineering since many years ago for changing the soil characteristics so that the soil becomes more suitable for road construction. The main objective of this study is to determine the relationship between the thickness of pavement with the percentage of fly ash and to determine the cost of pavement construction for different thickness of pavement structure. Subgrade stabilization is usually been done with addition of lots of material such as Portland Cement, lime, and bottom ash. The California Bearing Ratio (CBR) values including the addition of 4% and 8% of fly ash had been used in pavement design to determine thickness of the pavement using original sample and different percentage of additive. As the thickness of the pavement varies, the cost of constructing the road pavement structure has been calculated to get the minimum cost by comparing between the cost calculated for original, 4% and 8% of fly ash. From the CBR test result, the CBR value of the sample increase from 4.40% to 4.49% with increasing the percentages of additive. Overall, the addition of fly ash to the original sample has increased the value of CBR thus decreasing the cost of constructing the road pavement structure. 2010-12 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/2436/1/MUHAMMAD_HAFEEZ_BIN_HASHIM.PDF Muhammad Hafeez, Hashim (2010) Investigation on the use of fly ash as additive in optimizing cost of road pavement structure, case study at Jalan Sultan Abu Bakar, Indera Mahkota, Kuantan. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:52459&theme=UMP2
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)
Muhammad Hafeez, Hashim
Investigation on the use of fly ash as additive in optimizing cost of road pavement structure, case study at Jalan Sultan Abu Bakar, Indera Mahkota, Kuantan
description Fly ash stabilization is one of the methods of soil stabilization. It is used in many fields in the world, especially in highway engineering since many years ago for changing the soil characteristics so that the soil becomes more suitable for road construction. The main objective of this study is to determine the relationship between the thickness of pavement with the percentage of fly ash and to determine the cost of pavement construction for different thickness of pavement structure. Subgrade stabilization is usually been done with addition of lots of material such as Portland Cement, lime, and bottom ash. The California Bearing Ratio (CBR) values including the addition of 4% and 8% of fly ash had been used in pavement design to determine thickness of the pavement using original sample and different percentage of additive. As the thickness of the pavement varies, the cost of constructing the road pavement structure has been calculated to get the minimum cost by comparing between the cost calculated for original, 4% and 8% of fly ash. From the CBR test result, the CBR value of the sample increase from 4.40% to 4.49% with increasing the percentages of additive. Overall, the addition of fly ash to the original sample has increased the value of CBR thus decreasing the cost of constructing the road pavement structure.
format Undergraduates Project Papers
author Muhammad Hafeez, Hashim
author_facet Muhammad Hafeez, Hashim
author_sort Muhammad Hafeez, Hashim
title Investigation on the use of fly ash as additive in optimizing cost of road pavement structure, case study at Jalan Sultan Abu Bakar, Indera Mahkota, Kuantan
title_short Investigation on the use of fly ash as additive in optimizing cost of road pavement structure, case study at Jalan Sultan Abu Bakar, Indera Mahkota, Kuantan
title_full Investigation on the use of fly ash as additive in optimizing cost of road pavement structure, case study at Jalan Sultan Abu Bakar, Indera Mahkota, Kuantan
title_fullStr Investigation on the use of fly ash as additive in optimizing cost of road pavement structure, case study at Jalan Sultan Abu Bakar, Indera Mahkota, Kuantan
title_full_unstemmed Investigation on the use of fly ash as additive in optimizing cost of road pavement structure, case study at Jalan Sultan Abu Bakar, Indera Mahkota, Kuantan
title_sort investigation on the use of fly ash as additive in optimizing cost of road pavement structure, case study at jalan sultan abu bakar, indera mahkota, kuantan
publishDate 2010
url http://umpir.ump.edu.my/id/eprint/2436/
http://umpir.ump.edu.my/id/eprint/2436/
http://umpir.ump.edu.my/id/eprint/2436/1/MUHAMMAD_HAFEEZ_BIN_HASHIM.PDF
first_indexed 2023-09-18T21:56:13Z
last_indexed 2023-09-18T21:56:13Z
_version_ 1777414097029038080

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