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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
https://ir.uitm.edu.my/id/eprint/72087/
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spelling my.uitm.ir.720872024-02-29T07:02:38Z https://ir.uitm.edu.my/id/eprint/72087/ Comparative study of design methods of design methods of flexible pavement around Shah Alam / Muhyi Ali 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 NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/72087/1/72087.PDF Comparative study of design methods of design methods of flexible pavement around Shah Alam / Muhyi Ali. (1988) Diploma thesis, thesis, Insititut Teknologi MARA.
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
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
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
publishDate 1988
url https://ir.uitm.edu.my/id/eprint/72087/1/72087.PDF
https://ir.uitm.edu.my/id/eprint/72087/
_version_ 1793161831105167360
score 13.211869

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