The effect of bitumen rheology to the permanent deformation of an asphalt concrete mixture
Bitumen which functions as a binder in asphalt concrete mixture is also a visco-elastic and thermoplastic material. The characteristics are also influence by the temperature. It is because in hot condition or at high temperature, bitumen acts like a viscous liquid. In cold climate or at low tempe...
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my-uthm-ep.85892023-04-11T03:17:14Z The effect of bitumen rheology to the permanent deformation of an asphalt concrete mixture 2005-04 Muhamad Tarmidi, Mahvidayanti TE Highway engineering. Roads and pavements TE210-228.3 Construction details. Including foundations, maintenance, equipment Bitumen which functions as a binder in asphalt concrete mixture is also a visco-elastic and thermoplastic material. The characteristics are also influence by the temperature. It is because in hot condition or at high temperature, bitumen acts like a viscous liquid. In cold climate or at low temperature, bitumen behaves like an elastic solid. Even though bitumen is an elastic solid at low temperatures, it may become too brittle and crack when excessively loaded. However, the characteristic of an asphalt concrete are influenced by the rheology of bitumen which having two important properties; resistance to permanent deformation and fatigue. In this study, the most important thing to measure is the rheology of two different types of bitumen. The measurement was done using the Dynamic Shear Rheometer to obtain the viscoelastic properties of bitumen. The bitumen was then used in preparing an asphalt concrete mixture in order to test the rutting or permanent deformation using the Static Creep test. An analysis was done to verify the correlation between the rheology of two different types of bitumen and the rate of permanent deformation of the asphalt concrete mixture. Results obtained showed that both bitumens having a different rheology. Moreover, rutting parameter, G*/sin 8 could predict the different of creep performance. However, bitumen with identical value of G*/sin 5 at a different temperature would not necessarily produce mixture with the same creep compliance under the related temperature. Therefore, for further study it is recommended to focus on the load effect to the creep compliance. 2005-04 Thesis http://eprints.uthm.edu.my/8589/ http://eprints.uthm.edu.my/8589/1/24p%20MAHVIDAYANTI%20MUHAMAD%20TARMIDI.pdf text en public http://eprints.uthm.edu.my/8589/2/MAHVIDAYANTI%20MUHAMAD%20TARMIDI%20COPYRIGHT%20DECLARATION.pdf text en staffonly http://eprints.uthm.edu.my/8589/3/MAHVIDAYANTI%20MUHAMAD%20TARMIDI%20WATERMARK.pdf text en validuser mphil masters Kolej Universiti Teknologi Tun Hussein Onn Fakulti Kejuruteraan Awam dan Alam Sekitar |
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Universiti Tun Hussein Onn Malaysia |
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English English English |
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TE Highway engineering Roads and pavements TE Highway engineering Roads and pavements |
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TE Highway engineering Roads and pavements TE Highway engineering Roads and pavements Muhamad Tarmidi, Mahvidayanti The effect of bitumen rheology to the permanent deformation of an asphalt concrete mixture |
description |
Bitumen which functions as a binder in asphalt concrete mixture is also a visco-elastic
and thermoplastic material. The characteristics are also influence by the temperature.
It is because in hot condition or at high temperature, bitumen acts like a viscous
liquid. In cold climate or at low temperature, bitumen behaves like an elastic solid.
Even though bitumen is an elastic solid at low temperatures, it may become too brittle
and crack when excessively loaded. However, the characteristic of an asphalt
concrete are influenced by the rheology of bitumen which having two important
properties; resistance to permanent deformation and fatigue. In this study, the most
important thing to measure is the rheology of two different types of bitumen. The
measurement was done using the Dynamic Shear Rheometer to obtain the viscoelastic
properties of bitumen. The bitumen was then used in preparing an asphalt
concrete mixture in order to test the rutting or permanent deformation using the Static
Creep test. An analysis was done to verify the correlation between the rheology of
two different types of bitumen and the rate of permanent deformation of the asphalt
concrete mixture. Results obtained showed that both bitumens having a different
rheology. Moreover, rutting parameter, G*/sin 8 could predict the different of creep
performance. However, bitumen with identical value of G*/sin 5 at a different
temperature would not necessarily produce mixture with the same creep compliance
under the related temperature. Therefore, for further study it is recommended to focus
on the load effect to the creep compliance. |
format |
Thesis |
qualification_name |
Master of Philosophy (M.Phil.) |
qualification_level |
Master's degree |
author |
Muhamad Tarmidi, Mahvidayanti |
author_facet |
Muhamad Tarmidi, Mahvidayanti |
author_sort |
Muhamad Tarmidi, Mahvidayanti |
title |
The effect of bitumen rheology to the permanent deformation of an asphalt concrete mixture |
title_short |
The effect of bitumen rheology to the permanent deformation of an asphalt concrete mixture |
title_full |
The effect of bitumen rheology to the permanent deformation of an asphalt concrete mixture |
title_fullStr |
The effect of bitumen rheology to the permanent deformation of an asphalt concrete mixture |
title_full_unstemmed |
The effect of bitumen rheology to the permanent deformation of an asphalt concrete mixture |
title_sort |
effect of bitumen rheology to the permanent deformation of an asphalt concrete mixture |
granting_institution |
Kolej Universiti Teknologi Tun Hussein Onn |
granting_department |
Fakulti Kejuruteraan Awam dan Alam Sekitar |
publishDate |
2005 |
url |
http://eprints.uthm.edu.my/8589/1/24p%20MAHVIDAYANTI%20MUHAMAD%20TARMIDI.pdf http://eprints.uthm.edu.my/8589/2/MAHVIDAYANTI%20MUHAMAD%20TARMIDI%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/8589/3/MAHVIDAYANTI%20MUHAMAD%20TARMIDI%20WATERMARK.pdf |
_version_ |
1776103370762747904 |