Soil CBR improvement by fly ash with relation to pavement thickness, case study in Lepar Hilir, Kuantan

Increasing rate of traffic load will influence the highway construction technology revolution. It is because of continuation rapid growing in economic activities and technology. Therefore it is necessary to produce high durability and serviceability of road structure as the main of an objective. Sub...

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Bibliographic Details
Main Author:	Hashim, Ahmad
Format:	Undergraduates Project Papers
Language:	English
Published:	2010
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/2580/ http://umpir.ump.edu.my/id/eprint/2580/1/HASHIM_BIN_AHMAD.PDF

id	ump-2580
recordtype	eprints
spelling	ump-25802015-03-03T07:57:22Z http://umpir.ump.edu.my/id/eprint/2580/ Soil CBR improvement by fly ash with relation to pavement thickness, case study in Lepar Hilir, Kuantan Hashim, Ahmad TA Engineering (General). Civil engineering (General) Increasing rate of traffic load will influence the highway construction technology revolution. It is because of continuation rapid growing in economic activities and technology. Therefore it is necessary to produce high durability and serviceability of road structure as the main of an objective. Subgrade layer is the most important component which influences the stability of the road structure. The good subgrade can influence the thickness of road structure, strength and the cost in construction stage. California Bearing Ratio (CBR) is a commonly used indirect method to assess the stiffness modulus and shear strength of subgrade in pavement design work. Basically, subgrade must be stable in performance to carried load in any weather. Method that used in strengthening the subgrade structure is soil stabilization. The method used in this study is adding with fly ash as admixture to improve CBR value. Hence, the thickness of pavement structure can be decrease when CBR value is increase. As a result, the cost of construction a road pavement will decrease and more economically. 2010-11 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/2580/1/HASHIM_BIN_AHMAD.PDF Hashim, Ahmad (2010) Soil CBR improvement by fly ash with relation to pavement thickness, case study in Lepar Hilir, Kuantan. Faculty of Civil Engineering & Earth Resources , Universiti Malaysia Pahang .
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) Hashim, Ahmad Soil CBR improvement by fly ash with relation to pavement thickness, case study in Lepar Hilir, Kuantan
description	Increasing rate of traffic load will influence the highway construction technology revolution. It is because of continuation rapid growing in economic activities and technology. Therefore it is necessary to produce high durability and serviceability of road structure as the main of an objective. Subgrade layer is the most important component which influences the stability of the road structure. The good subgrade can influence the thickness of road structure, strength and the cost in construction stage. California Bearing Ratio (CBR) is a commonly used indirect method to assess the stiffness modulus and shear strength of subgrade in pavement design work. Basically, subgrade must be stable in performance to carried load in any weather. Method that used in strengthening the subgrade structure is soil stabilization. The method used in this study is adding with fly ash as admixture to improve CBR value. Hence, the thickness of pavement structure can be decrease when CBR value is increase. As a result, the cost of construction a road pavement will decrease and more economically.
format	Undergraduates Project Papers
author	Hashim, Ahmad
author_facet	Hashim, Ahmad
author_sort	Hashim, Ahmad
title	Soil CBR improvement by fly ash with relation to pavement thickness, case study in Lepar Hilir, Kuantan
title_short	Soil CBR improvement by fly ash with relation to pavement thickness, case study in Lepar Hilir, Kuantan
title_full	Soil CBR improvement by fly ash with relation to pavement thickness, case study in Lepar Hilir, Kuantan
title_fullStr	Soil CBR improvement by fly ash with relation to pavement thickness, case study in Lepar Hilir, Kuantan
title_full_unstemmed	Soil CBR improvement by fly ash with relation to pavement thickness, case study in Lepar Hilir, Kuantan
title_sort	soil cbr improvement by fly ash with relation to pavement thickness, case study in lepar hilir, kuantan
publishDate	2010
url	http://umpir.ump.edu.my/id/eprint/2580/ http://umpir.ump.edu.my/id/eprint/2580/1/HASHIM_BIN_AHMAD.PDF
first_indexed	2023-09-18T21:56:31Z
last_indexed	2023-09-18T21:56:31Z
_version_	1777414115392749568

Soil CBR improvement by fly ash with relation to pavement thickness, case study in Lepar Hilir, Kuantan

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