Do regular- and nano-sized hydrated lime have different mechanisms in asphalt?
Document Type
Article
Publication Date
9-1-2015
Department
Department of Civil, Environmental, and Geospatial Engineering
Abstract
Currently, most highway agencies use hydrated lime, or specially referred as Regular-sized Hydrated Lime (RHL) as a multifunctional additive, especially to mitigate moisture damage of the asphalt mix. Previous physical studies by the authors have addressed the potential benefits of using the Nano-sized Hydrated Lime (NHL) over the RHL in the asphalt-aggregate system. However, the hydrated lime (RHL and NHL) mechanisms in asphalt-aggregate system, to be fully addressed, should be studied using physical and chemical investigations. One of the objectives this paper is to present a state-of-the-art of the mechanisms of hydrated lime in asphalt-aggregate system to highlight the aspects of such complex mechanisms based on previous studies performed on the RHL. Also, a developed methodology using the Fourier Transform Infrared Spectroscopy (FTIR) technique that was further supported by quantum chemical calculations was employed to quantify the hydrated lime reactive group (hydroxyl group, O-H) within the hydrated lime (RHL and NHL)-modified asphalt binder in an attempt to present a fundamental basis behind the effect of particle size on the chemistry of hydrated lime-asphalt system. In line with the physical results obtained from related studies, the hydrated lime particle size is a contributing factor to its functionality in the asphalt-aggregate system.
Publication Title
International Journal of Pavement Research and Technology
Recommended Citation
Diab, A.,
Yousef Mohassab-Ahmed, M.,
Prisbrey, K.,
Dai, Q.,
You, Z.,
&
Wahaballa, A.
(2015).
Do regular- and nano-sized hydrated lime have different mechanisms in asphalt?.
International Journal of Pavement Research and Technology,
8(5), 363-369.
http://doi.org/10.6135/ijprt.org.tw/2015.8(5).363
Retrieved from: https://digitalcommons.mtu.edu/michigantech-p/3259
Publisher's Statement
©2015 Chinese Society of Pavement Engineering. Publisher’s version of record: https://doi.org/10.6135/ijprt.org.tw/2015.8(5).363