透過您的圖書館登入
IP:18.117.183.172

並列摘要


A typical basic aggregate (limestone) and a typical acidic aggregate (granite) were mixed with a 100/150 penetration grade bitumen and its 'short-term' aged equivalent to produce four different 28mm dense bitumen macadam (DBM) asphalt mixtures. Subsets of the four asphalt mixtures were also subjected to the SHRP short- and long-term ageing protocols to further age the different mixtures. The ageing properties of these asphalt mixtures, together with their recovered binders, were tested at the different ageing stages using stiffness modulus (ITSM) and complex modulus (DSR) tests respectively. The results from the ITSM and DSR tests were used to indirectly and directly assess the influence of mineral aggregates on bitumen ageing (short-term initial and long-term extended). The testing results show that both the binder and aggregate types can significantly affect the ageing properties of bituminous materials. In addition, it is found that the mineral aggregate can also influence the proportion of ageing amount at different ageing stages.

並列關鍵字

Ageing Bitumen DSR IFSM Mineral aggregate Oxidation Stiffness

參考文獻


Pauli, A.T. and Huang, S.C. (2013). Relationship between Asphalt Compatibility, Flow Properties, and Oxidative Aging, International Journal of Pavement Research and Technology, 6(1), pp.1-7.
Bell, C.A. and Sosnovske, D. (1994). Aging Binder Validation, SHRP-A-384, Strategic Highway Research Program, National Research Council, Washington, DC, USA.
Barbour, F.A., Barbour, R.V., and Petersen, J.C. (1974). A Study of Asphalt-aggregate Interactions Using Inverse Gas-Liquid Chromatography, Journal of Applied Chemistry and Biotechnology, 24(11), pp. 645-654.
Huang, S.C., Petersen, J.C., Robertson, R.E., and Branthaver, J.F. (2002). Effect of Hydrated Lime on Long-term Oxidative Aging Characteristics of Asphalt, Transportation Research Record, No. 1810, pp. 17-24.
Petersen, J.C. (1984). Chemical Composition of Asphalt as Related to Asphalt Durability: State of Art, Transportation Research Record, No. 999, pp. 13-30.

延伸閱讀