Development of mechanistic flexible pavement design method for Malaysian conditions / Ahmad Kamil Arshad

Malaysia currently utilises an empirically-based pavement design procedure which is adopted from the AASHTO 1972 Design Guide. Elsewhere, pavement design approach is shifting towards mechanistic-based procedures that are based on the mechanics of materials. The purpose of this study is to develop a...

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Main Author:	Arshad, Ahmad Kamil
Format:	Thesis
Language:	English
Published:	2009
Subjects:	Mechanics of engineering. Applied mechanics Strength and testing Pavements and paved roads
Online Access:	http://ir.uitm.edu.my/id/eprint/5506/ http://ir.uitm.edu.my/id/eprint/5506/1/TP_AHMAD%20KAMIL%20ARSHAD%20EC%2009_5%201.pdf

id	uitm-5506
recordtype	eprints
spelling	uitm-55062016-11-26T07:58:21Z http://ir.uitm.edu.my/id/eprint/5506/ Development of mechanistic flexible pavement design method for Malaysian conditions / Ahmad Kamil Arshad Arshad, Ahmad Kamil Mechanics of engineering. Applied mechanics Strength and testing Pavements and paved roads Malaysia currently utilises an empirically-based pavement design procedure which is adopted from the AASHTO 1972 Design Guide. Elsewhere, pavement design approach is shifting towards mechanistic-based procedures that are based on the mechanics of materials. The purpose of this study is to develop a framework for mechanistic design of flexible pavement suitable for Malaysian conditions. In this study, resilient modulus characterisation of flexible pavement materials (asphaltic concrete wearing and binder course, base and sub-base) used in Malaysia, according to the Public Works Department of Malaysia's (PWD) Specification for Road Works (JKR/SPJ/1988), were carried out so that these can be used as inputs into a mechanistic-based procedure. Granite-type aggregates were used as it is produced by most quarries in Malaysia, and it is representative of the flexible pavement materials locally used. The repeated load indirect tensile test method (ASTM D4123-82) was used to investigate the effects of variations at different temperatures, gradation, bitumen content and penetration type and to determine the resilient modulus values of asphaltic concrete (ACW20 and ACB 28). Regression models of ACW20 and ACB28 were developed and recommended for use as predictive models. Base (Type II) and sub-base (Type E) were tested at different gradations and moisture contents using the repeated load triaxial test in accordance with AASHTO T3 07-99. From the test, the k-9 constitutive model was used to characterise the base and sub-base materials. Field work data derived from the Falling Weight Deflectometer tests were compared to the values obtained from laboratory testing of asphaltic concrete, base and sub-base materials and were found to be consistent for those sites where the thickness of the pavement materials were consistent and uniformly layered. 2009 Thesis NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/5506/1/TP_AHMAD%20KAMIL%20ARSHAD%20EC%2009_5%201.pdf Arshad, Ahmad Kamil (2009) Development of mechanistic flexible pavement design method for Malaysian conditions / Ahmad Kamil Arshad. PhD thesis, Universiti Teknologi MARA.
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
topic	Mechanics of engineering. Applied mechanics Strength and testing Pavements and paved roads
spellingShingle	Mechanics of engineering. Applied mechanics Strength and testing Pavements and paved roads Arshad, Ahmad Kamil Development of mechanistic flexible pavement design method for Malaysian conditions / Ahmad Kamil Arshad
description	Malaysia currently utilises an empirically-based pavement design procedure which is adopted from the AASHTO 1972 Design Guide. Elsewhere, pavement design approach is shifting towards mechanistic-based procedures that are based on the mechanics of materials. The purpose of this study is to develop a framework for mechanistic design of flexible pavement suitable for Malaysian conditions. In this study, resilient modulus characterisation of flexible pavement materials (asphaltic concrete wearing and binder course, base and sub-base) used in Malaysia, according to the Public Works Department of Malaysia's (PWD) Specification for Road Works (JKR/SPJ/1988), were carried out so that these can be used as inputs into a mechanistic-based procedure. Granite-type aggregates were used as it is produced by most quarries in Malaysia, and it is representative of the flexible pavement materials locally used. The repeated load indirect tensile test method (ASTM D4123-82) was used to investigate the effects of variations at different temperatures, gradation, bitumen content and penetration type and to determine the resilient modulus values of asphaltic concrete (ACW20 and ACB 28). Regression models of ACW20 and ACB28 were developed and recommended for use as predictive models. Base (Type II) and sub-base (Type E) were tested at different gradations and moisture contents using the repeated load triaxial test in accordance with AASHTO T3 07-99. From the test, the k-9 constitutive model was used to characterise the base and sub-base materials. Field work data derived from the Falling Weight Deflectometer tests were compared to the values obtained from laboratory testing of asphaltic concrete, base and sub-base materials and were found to be consistent for those sites where the thickness of the pavement materials were consistent and uniformly layered.
format	Thesis
author	Arshad, Ahmad Kamil
author_facet	Arshad, Ahmad Kamil
author_sort	Arshad, Ahmad Kamil
title	Development of mechanistic flexible pavement design method for Malaysian conditions / Ahmad Kamil Arshad
title_short	Development of mechanistic flexible pavement design method for Malaysian conditions / Ahmad Kamil Arshad
title_full	Development of mechanistic flexible pavement design method for Malaysian conditions / Ahmad Kamil Arshad
title_fullStr	Development of mechanistic flexible pavement design method for Malaysian conditions / Ahmad Kamil Arshad
title_full_unstemmed	Development of mechanistic flexible pavement design method for Malaysian conditions / Ahmad Kamil Arshad
title_sort	development of mechanistic flexible pavement design method for malaysian conditions / ahmad kamil arshad
publishDate	2009
url	http://ir.uitm.edu.my/id/eprint/5506/ http://ir.uitm.edu.my/id/eprint/5506/1/TP_AHMAD%20KAMIL%20ARSHAD%20EC%2009_5%201.pdf
first_indexed	2023-09-18T22:47:09Z
last_indexed	2023-09-18T22:47:09Z
_version_	1777417300738048000

Development of mechanistic flexible pavement design method for Malaysian conditions / Ahmad Kamil Arshad

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