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Marshall stability properties of asphaltic concrete with kaolin clay under aging

M. R., Hainin and P. J., Ramadhansyah and H., Awang and M., Khairil Azman and M. R., Intan Suhana and M., Nordiana and A. H., Norhidayah and Y., Haryati and I., Che Ros (2019) Marshall stability properties of asphaltic concrete with kaolin clay under aging. In: IOP Conference Series: Earth and Environmental Science, The 12th International Civil Engineering Post Graduate Conference (SEPKA), The 3rd International Symposium on Expertise of Engineering Design (ISEED), 27-28 August 2018 , Johor, Malaysia. pp. 1-7., 220 (1). ISSN Online (1755-1315); Print (17551307)

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Abstract

The influence of kaolin clay on marshal stability properties of asphaltic concrete AC14 at different aging conditions was presented in this study. These aging conditions were named as un-aged, short-term, and long-term aging. The conventional asphalt binder of penetration grade 60/70 was used in this investigation. Four different levels of kaolin clay replacement were employed (i.e. 0%, 3%, 6%, and 9% by binder weight). Asphalt concrete mixes were prepared at selected optimum asphalt content (5%). The performance was evaluated based on Marshall Stability and voids characteristics. Results indicated the improving stability performance that the mixes modified with kaolin clay have under aging conditions. The result also showed that the use of 6% to 9% kaolin clay can produce more durable asphalt concrete mixtures with better serviceability.

Item Type: Conference or Workshop Item (Lecture)
Additional Information: Index by Scopus
Uncontrolled Keywords: Asphalt; Kaolin clay; Aging; Asphaltic concrete; Marshall stability
Subjects: T Technology > TE Highway engineering. Roads and pavements
Faculty/Division: Faculty of Civil Engineering & Earth Resources
Depositing User: PM Dr. Ramdhansyah Putra Jaya
Date Deposited: 19 Apr 2019 09:22
Last Modified: 19 Apr 2019 09:22
URI: http://umpir.ump.edu.my/id/eprint/24218
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