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

Ali, Muhyi (1988) Comparative study of design methods of design methods of flexible pavement around Shah Alam / Muhyi Ali. Diploma thesis, Insititut Teknologi MARA.

Abstract

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.

Metadata

Item Type:	Thesis (Diploma)
Creators:	Creators Email / ID Num. Ali, Muhyi UNSPECIFIED
Contributors:	Contribution Name Email / ID Num. Thesis advisor Aggrawal, H.P UNSPECIFIED
Subjects:	T Technology > TE Highway engineering. Roads and pavements > Pavements and paved roads
Divisions:	Universiti Teknologi MARA, Shah Alam > Faculty of Civil Engineering
Programme:	Diploma in Civil Engineering
Keywords:	Design, Methods Study
Date:	1988
URI:	https://ir.uitm.edu.my/id/eprint/72087