Welcome To UTPedia

We would like to introduce you, the new knowledge repository product called UTPedia. The UTP Electronic and Digital Intellectual Asset. It stores digitized version of thesis, dissertation, final year project reports and past year examination questions.

Browse content of UTPedia using Year, Subject, Department and Author and Search for required document using Searching facilities included in UTPedia. UTPedia with full text are accessible for all registered users, whereas only the physical information and metadata can be retrieved by public users. UTPedia collaborating and connecting peoples with university’s intellectual works from anywhere.

Disclaimer - Universiti Teknologi PETRONAS shall not be liable for any loss or damage caused by the usage of any information obtained from this web site.Best viewed using Mozilla Firefox 3 or IE 7 with resolution 1024 x 768.

The Effect of Different Filler Materials and Gradation on Rutting and Cracking of Bituminous Mixture

Johan, Ii Ayuni (2008) The Effect of Different Filler Materials and Gradation on Rutting and Cracking of Bituminous Mixture. Universiti Teknologi Petronas. (Unpublished)

[img] PDF
Download (4Mb)

Abstract

Different filler materials and gradation can change the bituminous performance in pavement. Filler materials act to improve the quality of mastic. Meanwhile, gradation can change the mechanical behaviour of bituminous mixture. Types of fillers that are used in this experiment are Ordinary Portland Cement (OPC), Pulverised Fly Ash (PFA), and Hydrated Lime. Two types of gradation are well-graded and gap-graded. This gave six different asphaltic concrete combinations where a series of testing are done to evaluate the characteristics of each bituminous mixture. Various test on the aggregate gradation, aphalt material and mineral filler are done before the Marshall Test in determining the best oil content. It was followed by the WESSEX Wheel Tracking Test, Beam Fatigue Test, Indirect Tensile Fatigue Test and Creep Test where the outcome are analyzed to determine which combination of filler and gradation relatively give better performance in reducing the occurrence of rutting and cracking. It shows that the combination of lime and well graded produced adequate void rate and flexibility, higher stability, lower rutting deformation rate, higher stiffuess, and longer fatigue life.

Item Type: Final Year Project
Academic Subject : Academic Department - Civil Engineering - Water and environment - Environmental - Solid waste
Subject: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Engineering > Civil
Depositing User: Users 2053 not found.
Date Deposited: 30 Sep 2013 16:55
Last Modified: 25 Jan 2017 09:44
URI: http://utpedia.utp.edu.my/id/eprint/7472

Actions (login required)

View Item View Item

Document Downloads

More statistics for this item...