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Effects of Kaolin Clay on the Mechanical Properties of Asphaltic Concrete AC14

M. E., Abdullah and Putra Jaya, Ramadhansyah and M. H., Rafsanjani and Norhidayah, Abdul Hassan and Haryati, Yaacob and Mohd Rosli, Hainin and Muhammad Naqiuddin, Mohd Warid and M. K. I., Mohd Satar and Md. Maniruzzaman, A. Aziz and A., Aziz and Nordiana, Mashros (2018) Effects of Kaolin Clay on the Mechanical Properties of Asphaltic Concrete AC14. In: IOP Conference Series: Earth and Environmental Science, 4th International Conference on Civil and Environmental Engineering for Sustainability (IConCEES 2017), 4-5 December 2017 , Langkawi, Malaysia. pp. 1-7., 140 (012121). ISSN 1755-1315

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Abstract

This study investigated the effect of kaolin clay on the mechanical properties of asphaltic concrete AC14 through Marshall Stability, resilient modulus, and dynamic creep tests. Four replacement levels of kaolin clay (2%, 4%, 6%, and 8% by weight of the binder) were considered. Kaolin clay functioned as an effective filler replacement material to increase the mechanical properties of asphalt mixtures. Asphaltic concrete with 2% to 4% kaolin clay replacement level exhibited excellent performance with good stability, resilient modulus, and creep stiffness.

Item Type: Conference or Workshop Item (Lecture)
Uncontrolled Keywords: Asphalt concrete; Concrete s;Creep; Kaolin; Mechanical properties; Sustainable development
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: 13 Sep 2018 02:20
Last Modified: 19 Mar 2019 00:57
URI: http://umpir.ump.edu.my/id/eprint/21588
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