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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محفوظ في:
التفاصيل البيبلوغرافية
المؤلف الرئيسي: Muhamad Tarmidi, Mahvidayanti
التنسيق: أطروحة
اللغة:English
English
English
منشور في: 2005
الموضوعات:
الوصول للمادة أونلاين: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
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spelling 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
institution Universiti Tun Hussein Onn Malaysia
collection UTHM Institutional Repository
language English
English
English
topic TE Highway engineering
Roads and pavements
TE Highway engineering
Roads and pavements
spellingShingle 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
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