Simulation of pavement deformations for different approach SLABS concept constructed on Batu Pahat Soft Clay (BPSC)

Depression or bump that occurs between end of bridge approach slab and road pavement interface always arises a great concern among motorists. The occurrence of the bump that motorist feel as they leaves or approaches the bridge is caused by the differential settlement problem. This problem bec...

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Main Author:	Mohd Daud, Mohd Nazrin
Format:	Thesis
Language:	English English English
Published:	2007
Subjects:	TE250-278.8 Pavements and paved roads
Online Access:	http://eprints.uthm.edu.my/8141/2/24p%20MOHD%20NAZRIN%20MOHD%20DAUD.pdf http://eprints.uthm.edu.my/8141/1/MOHD%20NAZRIN%20MOHD%20DAUD%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/8141/3/MOHD%20NAZRIN%20MOHD%20DAUD%20WATERMARK.pdf
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id	my-uthm-ep.8141
record_format	uketd_dc
spelling	my-uthm-ep.81412023-01-17T03:36:13Z Simulation of pavement deformations for different approach SLABS concept constructed on Batu Pahat Soft Clay (BPSC) 2007-05 Mohd Daud, Mohd Nazrin TE250-278.8 Pavements and paved roads Depression or bump that occurs between end of bridge approach slab and road pavement interface always arises a great concern among motorists. The occurrence of the bump that motorist feel as they leaves or approaches the bridge is caused by the differential settlement problem. This problem becomes more apparent particularly over soft soil condition such in Batu Pahat district. Currently, there is no guideline and specification provided by the Public Work Department in designing a proper bridge approach model, which has exceptional transition toward road pavement. The current conventional model used in many projects was reported to be less effective since the problem is still noticeable and it requires regular maintenance work when the problem reappears recurrently. Practically, it is clear that the problem is still unresolved and this is due to the complexity of the design problem itselfthat merge the structural and geotechnical perspectives in design. The studies on simulation modelling for approach slab and road pavement design also have been rare. It is essential since such design analysis, which is based on numerical analysis, could have advantages in providing preliminary expected outcomes for the modelling purpose. In conjunction to this matter, the modelling of several approach slab and road pavement concepts have been successfully conducted to verify the result expectancies using this approach in order to provide better understanding on the recurrent problem. Keywords: bump, bridge approach slab, differential settlement, soft soil, simulation modelling 2007-05 Thesis http://eprints.uthm.edu.my/8141/ http://eprints.uthm.edu.my/8141/2/24p%20MOHD%20NAZRIN%20MOHD%20DAUD.pdf text en public http://eprints.uthm.edu.my/8141/1/MOHD%20NAZRIN%20MOHD%20DAUD%20COPYRIGHT%20DECLARATION.pdf text en staffonly http://eprints.uthm.edu.my/8141/3/MOHD%20NAZRIN%20MOHD%20DAUD%20WATERMARK.pdf text en public mphil masters Universiti Tun Hussein Onn Malaysia Fakulti Kejuruteraan Awam dan Alam Sekitar
institution	Universiti Tun Hussein Onn Malaysia
collection	UTHM Institutional Repository
language	English English English
topic	TE250-278.8 Pavements and paved roads
spellingShingle	TE250-278.8 Pavements and paved roads Mohd Daud, Mohd Nazrin Simulation of pavement deformations for different approach SLABS concept constructed on Batu Pahat Soft Clay (BPSC)
description	Depression or bump that occurs between end of bridge approach slab and road pavement interface always arises a great concern among motorists. The occurrence of the bump that motorist feel as they leaves or approaches the bridge is caused by the differential settlement problem. This problem becomes more apparent particularly over soft soil condition such in Batu Pahat district. Currently, there is no guideline and specification provided by the Public Work Department in designing a proper bridge approach model, which has exceptional transition toward road pavement. The current conventional model used in many projects was reported to be less effective since the problem is still noticeable and it requires regular maintenance work when the problem reappears recurrently. Practically, it is clear that the problem is still unresolved and this is due to the complexity of the design problem itselfthat merge the structural and geotechnical perspectives in design. The studies on simulation modelling for approach slab and road pavement design also have been rare. It is essential since such design analysis, which is based on numerical analysis, could have advantages in providing preliminary expected outcomes for the modelling purpose. In conjunction to this matter, the modelling of several approach slab and road pavement concepts have been successfully conducted to verify the result expectancies using this approach in order to provide better understanding on the recurrent problem. Keywords: bump, bridge approach slab, differential settlement, soft soil, simulation modelling
format	Thesis
qualification_name	Master of Philosophy (M.Phil.)
qualification_level	Master's degree
author	Mohd Daud, Mohd Nazrin
author_facet	Mohd Daud, Mohd Nazrin
author_sort	Mohd Daud, Mohd Nazrin
title	Simulation of pavement deformations for different approach SLABS concept constructed on Batu Pahat Soft Clay (BPSC)
title_short	Simulation of pavement deformations for different approach SLABS concept constructed on Batu Pahat Soft Clay (BPSC)
title_full	Simulation of pavement deformations for different approach SLABS concept constructed on Batu Pahat Soft Clay (BPSC)
title_fullStr	Simulation of pavement deformations for different approach SLABS concept constructed on Batu Pahat Soft Clay (BPSC)
title_full_unstemmed	Simulation of pavement deformations for different approach SLABS concept constructed on Batu Pahat Soft Clay (BPSC)
title_sort	simulation of pavement deformations for different approach slabs concept constructed on batu pahat soft clay (bpsc)
granting_institution	Universiti Tun Hussein Onn Malaysia
granting_department	Fakulti Kejuruteraan Awam dan Alam Sekitar
publishDate	2007
url	http://eprints.uthm.edu.my/8141/2/24p%20MOHD%20NAZRIN%20MOHD%20DAUD.pdf http://eprints.uthm.edu.my/8141/1/MOHD%20NAZRIN%20MOHD%20DAUD%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/8141/3/MOHD%20NAZRIN%20MOHD%20DAUD%20WATERMARK.pdf
_version_	1776103285165391872

Simulation of pavement deformations for different approach SLABS concept constructed on Batu Pahat Soft Clay (BPSC)

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