Effects of black rice husk ash on asphalt mixture under aging condition
The scarcities of natural resources and increment in the waste production rates have promoted efforts to investigate the potential incorporation of various by-products in roads construction and maintenance. Various types of waste materials have been investigated, assessed and evaluated for utilizati...
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my.utm.887012020-12-29T04:17:13Z http://eprints.utm.my/id/eprint/88701/ Effects of black rice husk ash on asphalt mixture under aging condition Jaya, R. P. Noor Azlan, A. Haryati, Y. Mohd. Rosli, H. A.H., N. M. S., M. K. I. Hamid, A. R. A. M. Azman, M. Mashros, N. S., E. TA Engineering (General). Civil engineering (General) The scarcities of natural resources and increment in the waste production rates have promoted efforts to investigate the potential incorporation of various by-products in roads construction and maintenance. Various types of waste materials have been investigated, assessed and evaluated for utilization and practiced in the industry. Reusing of waste materials such as black rice husk ash (BRHA) in asphaltic concrete (AC) was considered as one of the proper management of the waste, which ensure economic and environmental benefits. This study was investigated BRHA effects on the properties and performance of asphalt mixture under different aging condition. The BRHA was added in the AC14 mixture in a proportion of 0%, 2%, 4% and 6% by weight of bitumen. The optimum bitumen content was 5% and the bitumen used was 60/70 penetration grades. The asphalt mixture for each fraction was prepared in three different aging conditions i.e. un-aging (UA), short term aging (STA) and long term aging (LTA). The performance of the asphalt mixtures was evaluated by Marshall Stability and resilient modulus. The results indicate that asphalt mixtures consisting of BRHA have exhibited better performance in term of stability and resilient modulus when compared to the conventional asphalt mixtures. The short term and long term aging mixtures considerably produced higher performance than the un-aging mixtures. However, the LTA performed better than of the STA mixtures. Finally, the optimum additional percentage of BRHA was in the range of 4 - 6% since its produce excellent values in most circumstances. 2019 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/88701/1/RamadhansyahPutraJaya2019_EffectsofBlackRiceHuskAshonAsphalt.pdf Jaya, R. P. and Noor Azlan, A. and Haryati, Y. and Mohd. Rosli, H. and A.H., N. and M. S., M. K. I. and Hamid, A. R. A. and M. Azman, M. and Mashros, N. and S., E. (2019) Effects of black rice husk ash on asphalt mixture under aging condition. In: 12th International Civil Engineering Post Graduate Conference, SEPKA 2018 and 3rd International Symposium on Expertise of Engineering Design, ISEED 2018, 27-28 Aug 2018, Johor, Malaysia. https://dx.doi.org/10.1088/1755-1315/220/1/012006 |
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TA Engineering (General). Civil engineering (General) Jaya, R. P. Noor Azlan, A. Haryati, Y. Mohd. Rosli, H. A.H., N. M. S., M. K. I. Hamid, A. R. A. M. Azman, M. Mashros, N. S., E. Effects of black rice husk ash on asphalt mixture under aging condition |
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The scarcities of natural resources and increment in the waste production rates have promoted efforts to investigate the potential incorporation of various by-products in roads construction and maintenance. Various types of waste materials have been investigated, assessed and evaluated for utilization and practiced in the industry. Reusing of waste materials such as black rice husk ash (BRHA) in asphaltic concrete (AC) was considered as one of the proper management of the waste, which ensure economic and environmental benefits. This study was investigated BRHA effects on the properties and performance of asphalt mixture under different aging condition. The BRHA was added in the AC14 mixture in a proportion of 0%, 2%, 4% and 6% by weight of bitumen. The optimum bitumen content was 5% and the bitumen used was 60/70 penetration grades. The asphalt mixture for each fraction was prepared in three different aging conditions i.e. un-aging (UA), short term aging (STA) and long term aging (LTA). The performance of the asphalt mixtures was evaluated by Marshall Stability and resilient modulus. The results indicate that asphalt mixtures consisting of BRHA have exhibited better performance in term of stability and resilient modulus when compared to the conventional asphalt mixtures. The short term and long term aging mixtures considerably produced higher performance than the un-aging mixtures. However, the LTA performed better than of the STA mixtures. Finally, the optimum additional percentage of BRHA was in the range of 4 - 6% since its produce excellent values in most circumstances. |
format |
Conference or Workshop Item |
author |
Jaya, R. P. Noor Azlan, A. Haryati, Y. Mohd. Rosli, H. A.H., N. M. S., M. K. I. Hamid, A. R. A. M. Azman, M. Mashros, N. S., E. |
author_facet |
Jaya, R. P. Noor Azlan, A. Haryati, Y. Mohd. Rosli, H. A.H., N. M. S., M. K. I. Hamid, A. R. A. M. Azman, M. Mashros, N. S., E. |
author_sort |
Jaya, R. P. |
title |
Effects of black rice husk ash on asphalt mixture under aging condition |
title_short |
Effects of black rice husk ash on asphalt mixture under aging condition |
title_full |
Effects of black rice husk ash on asphalt mixture under aging condition |
title_fullStr |
Effects of black rice husk ash on asphalt mixture under aging condition |
title_full_unstemmed |
Effects of black rice husk ash on asphalt mixture under aging condition |
title_sort |
effects of black rice husk ash on asphalt mixture under aging condition |
publishDate |
2019 |
url |
http://eprints.utm.my/id/eprint/88701/1/RamadhansyahPutraJaya2019_EffectsofBlackRiceHuskAshonAsphalt.pdf http://eprints.utm.my/id/eprint/88701/ https://dx.doi.org/10.1088/1755-1315/220/1/012006 |
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1687393612656017408 |
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13.160551 |