Creep and resilient modulus properties of asphaltic concrete containing black rice husk ash
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...
| Main Authors: | , , , , , , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
IOP Science
2019
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| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/24209/ http://umpir.ump.edu.my/id/eprint/24209/ http://umpir.ump.edu.my/id/eprint/24209/1/Creep%20and%20resilient%20modulus%20properties%20of%20asphaltic%20concrete%20BRHA.pdf |
| Summary: | 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. |
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