Comparative study of design methods of design methods of flexible pavement around Shah Alam / Muhyi Ali

The thickness of flexible pavement depends mainly upon the strength of the subgrade soil, the strength of the pavement material and the amount of traffic will use the road. In this project the strength of the road subgrades is assessed in terms of the California Bearing Ratio and the pressure sustai...

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Bibliographic Details
Main Author:	Ali, Muhyi
Format:	Thesis
Language:	English
Published:	1988
Subjects:	Pavements and paved roads
Online Access:	https://ir.uitm.edu.my/id/eprint/72087/1/72087.PDF
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id	my-uitm-ir.72087
record_format	uketd_dc
spelling	my-uitm-ir.720872024-02-29T07:02:38Z Comparative study of design methods of design methods of flexible pavement around Shah Alam / Muhyi Ali 1988 Ali, Muhyi Pavements and paved roads The thickness of flexible pavement depends mainly upon the strength of the subgrade soil, the strength of the pavement material and the amount of traffic will use the road. In this project the strength of the road subgrades is assessed in terms of the California Bearing Ratio and the pressure sustained per unit deformation of the subgrade soil and these are dependent on the type of soill, it's density and it's moisture content. 1988 Thesis https://ir.uitm.edu.my/id/eprint/72087/ https://ir.uitm.edu.my/id/eprint/72087/1/72087.PDF text en public diploma Insititut Teknologi MARA Faculty of Civil Engineering Aggrawal, H.P
institution	Universiti Teknologi MARA
collection	UiTM Institutional Repository
language	English
advisor	Aggrawal, H.P
topic	Pavements and paved roads
spellingShingle	Pavements and paved roads Ali, Muhyi Comparative study of design methods of design methods of flexible pavement around Shah Alam / Muhyi Ali
description	The thickness of flexible pavement depends mainly upon the strength of the subgrade soil, the strength of the pavement material and the amount of traffic will use the road. In this project the strength of the road subgrades is assessed in terms of the California Bearing Ratio and the pressure sustained per unit deformation of the subgrade soil and these are dependent on the type of soill, it's density and it's moisture content.
format	Thesis
qualification_level	diploma
author	Ali, Muhyi
author_facet	Ali, Muhyi
author_sort	Ali, Muhyi
title	Comparative study of design methods of design methods of flexible pavement around Shah Alam / Muhyi Ali
title_short	Comparative study of design methods of design methods of flexible pavement around Shah Alam / Muhyi Ali
title_full	Comparative study of design methods of design methods of flexible pavement around Shah Alam / Muhyi Ali
title_fullStr	Comparative study of design methods of design methods of flexible pavement around Shah Alam / Muhyi Ali
title_full_unstemmed	Comparative study of design methods of design methods of flexible pavement around Shah Alam / Muhyi Ali
title_sort	comparative study of design methods of design methods of flexible pavement around shah alam / muhyi ali
granting_institution	Insititut Teknologi MARA
granting_department	Faculty of Civil Engineering
publishDate	1988
url	https://ir.uitm.edu.my/id/eprint/72087/1/72087.PDF
_version_	1794191878292242432

Comparative study of design methods of design methods of flexible pavement around Shah Alam / Muhyi Ali

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