Creep and resilient modulus properties of asphaltic concrete containing black rice husk ash

• Published in: IOP Conference Series: Earth and Environmental Science
• Main Author: Ramadhansyah P.J.; Haryati Y.; Norhidayah A.H.; Mohd Rosli H.; Muhammad Naqiuddin M.W.; Azman M.; Abdul Rahim A.H.; Ekarizan S.
• Format: Conference paper
• Language: English
• Published: Institute of Physics Publishing 2019
• Online Access: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85063402963&doi=10.1088%2f1755-1315%2f220%2f1%2f012005&partnerID=40&md5=616220abf01ff23c0642a87e286bc466

Black rice husk ash (BRHA) is one of the agro-waste that could be used to improve the properties of asphalt mixture. In this investigation, the BRHA was grounded using a laboratory ball mill with porcelain balls to fine particles size less than 76 μm. Four different BRHA contents were considered in this study namely 0%, 2%, 4% and 6% by weight of binder. The performance of asphaltic concrete containing BRHA was evaluated through resilient modulus and dynamic creep test. It was found that the BRHA can be satisfactorily used as a filler material in order to increase the properties of creep and stiffness modulus asphaltic concrete. Test results also indicate that asphaltic concrete containing 2% to 4% BRHA showed excellent performance to resilient modulus and dynamic creep properties. © 2019 Published under licence by IOP Publishing Ltd.