Forensic study on rural road pavement failures along Parit Sumarto

Road deformation was occurred so prevalent on rural roads of Batu Pahat vicinity moreover when it's constructed on soft ground. This study presents the results of forensic investigation of a deterioration portion of the Parit Sumarto rural road. This road had been selected as represent of...

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Main Author:	Jelani, Jestin
Format:	Thesis
Language:	English English English
Published:	2006
Subjects:	TE Highway engineering Roads and pavements TE250-278.8 Pavements and paved roads
Online Access:	http://eprints.uthm.edu.my/8132/1/24p%20JESTIN%20JELANI.pdf http://eprints.uthm.edu.my/8132/2/JESTIN%20JELANI%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/8132/3/JESTIN%20JELANI%20WATERMARK.pdf
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id	my-uthm-ep.8132
record_format	uketd_dc
spelling	my-uthm-ep.81322023-01-17T03:35:11Z Forensic study on rural road pavement failures along Parit Sumarto 2006-12 Jelani, Jestin TE Highway engineering. Roads and pavements TE250-278.8 Pavements and paved roads Road deformation was occurred so prevalent on rural roads of Batu Pahat vicinity moreover when it's constructed on soft ground. This study presents the results of forensic investigation of a deterioration portion of the Parit Sumarto rural road. This road had been selected as represent of most common types of road deterioration found in Batu Pahat vicinity through field survey conducted for month in August, 2006. The deformation occurred at the right side of the road which located adjacent to the open drain. No deformation seen at the opposed side. The deterioration mechanism hypotheses may due to inadequate layer thicknesses and inappropriate geometry conditions. Extensive field and laboratory testing was conductect to verify the hypotheses. Field investigation was initiated by nondestructive testing (NDT) like ground penetrating radar (GPR) to observe pavement layer thickness and subsurface condition. Mini falling weight deflectometer (MFWD) measure the modulus of the unbound layer and lastly density gauge (DG) for density measurement. Subsequently destructive testing (DT) like dynamic cone penetrometer (DCP) for assessment of unbound layer and thickness determination was conducted. Also, coring and trenching to obtain samples for further laboratory tests. Two locations were trench; one at deteriorated section and one were outside the deteriorated location. MFWD results in this study revealed unsatisfactory as they are significant low. Layer thickness determination via GPR, DCP and trenching was at acceptable differences. The data obtained from NDTs, DTs and laboratory were than used in 2D finite element method (Plaxis) and multilayer elastic analysis (Kenlayer). By using Plaxis in this study, it is found that the root cause of the deformation was inappropriate geometrical design pertaining to road shoulder width. Meanwhile, Kennlayer analysis had shown that apparent differences in road layer thicknesses seem to be a contribution factor in deformation. In this study, evaluation of instrumentations used is also discussed to determine its suitability and effectiveness. 2006-12 Thesis http://eprints.uthm.edu.my/8132/ http://eprints.uthm.edu.my/8132/1/24p%20JESTIN%20JELANI.pdf text en public http://eprints.uthm.edu.my/8132/2/JESTIN%20JELANI%20COPYRIGHT%20DECLARATION.pdf text en staffonly http://eprints.uthm.edu.my/8132/3/JESTIN%20JELANI%20WATERMARK.pdf text en validuser mphil masters Kolej Universiti Teknologi Tun Hussein Onn Fakulti Kejuruteraan Awam dan Alam Sekitar
institution	Universiti Tun Hussein Onn Malaysia
collection	UTHM Institutional Repository
language	English English English
topic	TE Highway engineering Roads and pavements TE250-278.8 Pavements and paved roads
spellingShingle	TE Highway engineering Roads and pavements TE250-278.8 Pavements and paved roads Jelani, Jestin Forensic study on rural road pavement failures along Parit Sumarto
description	Road deformation was occurred so prevalent on rural roads of Batu Pahat vicinity moreover when it's constructed on soft ground. This study presents the results of forensic investigation of a deterioration portion of the Parit Sumarto rural road. This road had been selected as represent of most common types of road deterioration found in Batu Pahat vicinity through field survey conducted for month in August, 2006. The deformation occurred at the right side of the road which located adjacent to the open drain. No deformation seen at the opposed side. The deterioration mechanism hypotheses may due to inadequate layer thicknesses and inappropriate geometry conditions. Extensive field and laboratory testing was conductect to verify the hypotheses. Field investigation was initiated by nondestructive testing (NDT) like ground penetrating radar (GPR) to observe pavement layer thickness and subsurface condition. Mini falling weight deflectometer (MFWD) measure the modulus of the unbound layer and lastly density gauge (DG) for density measurement. Subsequently destructive testing (DT) like dynamic cone penetrometer (DCP) for assessment of unbound layer and thickness determination was conducted. Also, coring and trenching to obtain samples for further laboratory tests. Two locations were trench; one at deteriorated section and one were outside the deteriorated location. MFWD results in this study revealed unsatisfactory as they are significant low. Layer thickness determination via GPR, DCP and trenching was at acceptable differences. The data obtained from NDTs, DTs and laboratory were than used in 2D finite element method (Plaxis) and multilayer elastic analysis (Kenlayer). By using Plaxis in this study, it is found that the root cause of the deformation was inappropriate geometrical design pertaining to road shoulder width. Meanwhile, Kennlayer analysis had shown that apparent differences in road layer thicknesses seem to be a contribution factor in deformation. In this study, evaluation of instrumentations used is also discussed to determine its suitability and effectiveness.
format	Thesis
qualification_name	Master of Philosophy (M.Phil.)
qualification_level	Master's degree
author	Jelani, Jestin
author_facet	Jelani, Jestin
author_sort	Jelani, Jestin
title	Forensic study on rural road pavement failures along Parit Sumarto
title_short	Forensic study on rural road pavement failures along Parit Sumarto
title_full	Forensic study on rural road pavement failures along Parit Sumarto
title_fullStr	Forensic study on rural road pavement failures along Parit Sumarto
title_full_unstemmed	Forensic study on rural road pavement failures along Parit Sumarto
title_sort	forensic study on rural road pavement failures along parit sumarto
granting_institution	Kolej Universiti Teknologi Tun Hussein Onn
granting_department	Fakulti Kejuruteraan Awam dan Alam Sekitar
publishDate	2006
url	http://eprints.uthm.edu.my/8132/1/24p%20JESTIN%20JELANI.pdf http://eprints.uthm.edu.my/8132/2/JESTIN%20JELANI%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/8132/3/JESTIN%20JELANI%20WATERMARK.pdf
_version_	1776103282993790976

Forensic study on rural road pavement failures along Parit Sumarto

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