The stability of bituminous mix design using various types of fillers / Ahmad Fadhley Abdul Majid

Abdul Majid, Ahmad Fadhley (2006) The stability of bituminous mix design using various types of fillers / Ahmad Fadhley Abdul Majid. [Student Project] (Submitted)

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Abstract

Road construction and maintenance contribute significantly to the growth of
Malaysia’s economy. At present, the awareness among the government agencies and
contractor in pavement technology in order to improve the pavement systems is
responding well. Therefore, the road system exactly is essential for nation’s
development and growth.
This research focuses on the Ordinary Portland cement (OPC) and quarry dust as
fillers in order to determine the optimum percentage in the mix bituminous design.
Design mix that contain with 4%, 6%, 8% and 10% of fillers will be tested by using
Marshall Test in the laboratory to determine its characteristics and the used in the
bituminous mix design. In order to achieve the main objectives, the properties of the
other material such as aggregate and bitumen will be firstly measured and
determined.
After the research, the maximum stability of quarry dust and Ordinary Portland
cement is 12.99kN and 13.83kN respectively. The highest stability of mix design
occurred at the maximum percentage of filler which is 10%. The optimum
percentage of quarry dust is 8% and OPC is 10%.

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Item Type: Student Project
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Abdul Majid, Ahmad Fadhley
UNSPECIFIED
Subjects: T Technology > TA Engineering. Civil engineering > Engineering design
T Technology > TA Engineering. Civil engineering > Building materials
Divisions: Universiti Teknologi MARA, Pulau Pinang > Permatang Pauh Campus > Faculty of Civil Engineering
Item ID: 19759
Uncontrolled Keywords: Stability; Bituminous; Mix desig; Fillers
URI: https://ir.uitm.edu.my/id/eprint/19759

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