Short-term ageing effects on asphalt binders
Asphalts undergo two substantially different ageing processes in their service life. They are subjected to high temperatures and a high degree of air exposure during their relatively short production time (short term ageing) and then to the environment at a relatively lower temperature and air void...
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my-utm-ep.100732018-10-14T07:21:38Z Short-term ageing effects on asphalt binders 2008-06 Tiong, Hwa Nguong HE Transportation and Communications TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements Asphalts undergo two substantially different ageing processes in their service life. They are subjected to high temperatures and a high degree of air exposure during their relatively short production time (short term ageing) and then to the environment at a relatively lower temperature and air void content for a long duration (long-term ageing). A variety of methods have been proposed and investigated to simulate the aging effects on asphalt during mixing as well as field service. Only short-term ageing was pursuit in this study, where the thin film oven test and rolling thin film oven test will be utilized to simulate the ageing. There is no direct measure for asphalt binder ageing. Rather, ageing effects are accounted for by subjecting asphalt samples to simulated ageing and conducting other standard physical tests (such as viscosity, penetration, and softening point) afterwards. The main purpose of this study was to compare the ageing effects from both ageing methods for three types of asphalt binders. From the t-test analysis, the two ageing methods result in almost similar rheological properties (p > 0.05). 2008-06 Thesis http://eprints.utm.my/id/eprint/10073/ http://eprints.utm.my/id/eprint/10073/1/TiongHwaNguongMFKA2008.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering 3.3 Materials – Asphalt (2003) website. Viewed on March 2008, <http://training.ce.washington.edu/wsdot/modules/03_materials/03-3_body.htm> Asphalt Institute (1990). “Introduction to Asphalt.” Lexington, Kentucky, United States of America: Asphalt Institute, Research Park Drive. Asphalt - Pavement Interactive (2008) website. Viewed on March 2008, <http://pavementinteractive.org/index.php?title=Asphalt> Chiu, C.T., Tia, M., Ruth, B.E., and Page, G.C. (1994). “Investigation of Laboratory Aging Processes of Asphalt Binders Used in Florida.” Transportation Research Record 1436 Materials and Construction. Washington, D.C.: Transportation Research Board. Freepatentsonline - Patent 6203606 (2008) website. Viewed on March 2008, <http://www.freepatentsonline.com/6203606.html> Graniterock (2008) website. Viewed on March 2008, <http://www.graniterock.com/tnconstructionupdatespggrade.html> Lee, S.J., Amirkhanian, S.N., Shatanawi, K., and Kim, K.W. (2007). “Short-term aging characterization of asphalt binders using gel permeation chromatography and selected Superpave binder tests.” Construction and Building Materials. xxx (2007) xxx-xxx Lu, X., and Isacsson, U. (1999). “Artificial Aging of Polymer Modified Bitumens.” Journal of Applied Polymer Science. Vol. 76, 1811–1824 (2000) Lu, X., and Isacsson, U. (2001). “Effect of ageing on bitumen chemistry and rheology.” Construction and Building Materials. 16 (2002) 12-22 Nur, S. (2006). “Permeability in Malaysia Hot Mix Asphalt Mixtures.” Universiti Teknologi Malaysia: Thesis PSM. Roberts, F.L., Kandhal, P.S., Brown, E.R., Lee, D.Y., and Kennedy, T.W.(1996). “Hot Mix Asphalt Materials, Mixture Design, and Construction.” Lanham, Maryland: NAPA Research and Education Foundation. Shalaby, A. (2001). “Modelling short-term aging of asphalt binders using the rolling thin film oven test.” Department of Civil Engineering, The University of Manitoba, Winnipeg, Canada. Zupanick, M. (1994). “Comparison of the thin film oven test and the rolling thin film oven test.” Journal of the Association of Asphalt Paving Technologists. 63: 346–372. |
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HE Transportation and Communications HE Transportation and Communications HE Transportation and Communications Tiong, Hwa Nguong Short-term ageing effects on asphalt binders |
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Asphalts undergo two substantially different ageing processes in their service life. They are subjected to high temperatures and a high degree of air exposure during their relatively short production time (short term ageing) and then to the environment at a relatively lower temperature and air void content for a long duration (long-term ageing). A variety of methods have been proposed and investigated to simulate the aging effects on asphalt during mixing as well as field service. Only short-term ageing was pursuit in this study, where the thin film oven test and rolling thin film oven test will be utilized to simulate the ageing. There is no direct measure for asphalt binder ageing. Rather, ageing effects are accounted for by subjecting asphalt samples to simulated ageing and conducting other standard physical tests (such as viscosity, penetration, and softening point) afterwards. The main purpose of this study was to compare the ageing effects from both ageing methods for three types of asphalt binders. From the t-test analysis, the two ageing methods result in almost similar rheological properties (p > 0.05). |
format |
Thesis |
qualification_level |
Master's degree |
author |
Tiong, Hwa Nguong |
author_facet |
Tiong, Hwa Nguong |
author_sort |
Tiong, Hwa Nguong |
title |
Short-term ageing effects on asphalt binders |
title_short |
Short-term ageing effects on asphalt binders |
title_full |
Short-term ageing effects on asphalt binders |
title_fullStr |
Short-term ageing effects on asphalt binders |
title_full_unstemmed |
Short-term ageing effects on asphalt binders |
title_sort |
short-term ageing effects on asphalt binders |
granting_institution |
Universiti Teknologi Malaysia, Faculty of Civil Engineering |
granting_department |
Faculty of Civil Engineering |
publishDate |
2008 |
url |
http://eprints.utm.my/id/eprint/10073/1/TiongHwaNguongMFKA2008.pdf |
_version_ |
1747814794481631232 |