Author:
Zulkifili Nur Hamizah,Sutanto Muslich Hartadi
Abstract
This paper summarizes a theoretical study undertaken to provide a better understanding of the consequences of poor bond on flexible pavement performance. The main objective of this paper is to investigate the influence of bond on the performance of Malaysian road. The pavement structure of Malaysian road was analyzed using a layered linear elastic program, BISAR 3.0 taking into account different state of the bond at the interfaces of the pavement layers and a static horizontal load in addition to the standard vertical dual load. The results indicate that the condition of the bond between the wearing and binder course can reduce the life of the pavement by up to 64%. On the other hand, the results also indicate that the condition of the bond between the binder and road base course, which was made up from asphaltic materials can reduce the life of the pavement by up to 68%.
Reference10 articles.
1. Test methods and influential factors for analysis of bonding between bituminous pavement layers
2. Sutanto M. H., (2009). Assessment of Bond between Asphalt Layers (Doctoral dissertation). Retrieved from University of Nottingham repository.
3. Peattie K. R. (1980) The incidence and investigation of slippage failures. the performance of rolled asphalt road surfacings, The Institution of Civil Engineers, London, 3-15
4. Shaat A. A. (1992) Investigation of slippage of bituminous layer in overlaid pavement in Northern Ireland. Consultancy report submitted for the DOE in Northern Ireland
5. Hakim B. A. (2002) The importance of good bond between bituminous layers. Proceedings of the 9th International Conference on Asphalt Pavements, Copenhagen, August, paper no. 1:5-3
Cited by
6 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献