Effect of black rice husk ash on asphaltic concrete properties under aging condition

The scarcities of natural resources and increment in waste production rates have promoted efforts to investigate the potential incorporation of various by-products in roads construction. Reusing of waste materials such as black rice husk ash (BRHA) in asphaltic concrete was considered as one of the...

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Main Authors: Putra Jaya, Ramadhansyah, Noram Irwan, Ramli, Mohd Khairul Idham, Mohd Satar, N.A., Abdullah, Mohd Rosli, Hainin, Norhidayah, Abdul Hassan, Haryati, Yaacob, Muhammad Naqiuddin, Mohd Warid, A., Mohamed
Format: Conference or Workshop Item
Language:English
Published: IOP Publishing 2018
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/22583/
http://umpir.ump.edu.my/id/eprint/22583/
http://umpir.ump.edu.my/id/eprint/22583/1/Effect%20of%20Black%20Rice%20Husk%20Ash%20on%20Asphaltic%20Concrete.pdf
id ump-22583
recordtype eprints
spelling ump-225832019-03-19T01:16:39Z http://umpir.ump.edu.my/id/eprint/22583/ Effect of black rice husk ash on asphaltic concrete properties under aging condition Putra Jaya, Ramadhansyah Noram Irwan, Ramli Mohd Khairul Idham, Mohd Satar N.A., Abdullah Mohd Rosli, Hainin Norhidayah, Abdul Hassan Haryati, Yaacob Muhammad Naqiuddin, Mohd Warid A., Mohamed TE Highway engineering. Roads and pavements The scarcities of natural resources and increment in waste production rates have promoted efforts to investigate the potential incorporation of various by-products in roads construction. Reusing of waste materials such as black rice husk ash (BRHA) in asphaltic concrete was considered as one of the proper management of the waste, which ensures economic and environmental benefits. Hence, this study investigates the effect of black rice husk ash on asphalt mixtures properties under different aging condition. BRHA was added in the asphalt mix in a proportion of 0%, 2%, 4% and 6% by weight of bitumen. 5% optimum bitumen content with 60/70 penetration grade binder was selected for this study. The asphalt mixtures 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 properties of asphalt mixtures were evaluated by voids, stiffness and dynamic creep tests. The results indicate that asphalt mixtures consisting of BRHA have exhibited better performance in term of voids, stiffness and creep modulus when compared to the conventional asphalt mixtures. The STA and LTA mixtures modified with BRHA produced higher performance than the unmodified mixtures. It can be concluded that the optimum additional percentage of BRHA was in the range of 4% to 6%. IOP Publishing 2018-11 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/22583/1/Effect%20of%20Black%20Rice%20Husk%20Ash%20on%20Asphaltic%20Concrete.pdf Putra Jaya, Ramadhansyah and Noram Irwan, Ramli and Mohd Khairul Idham, Mohd Satar and N.A., Abdullah and Mohd Rosli, Hainin and Norhidayah, Abdul Hassan and Haryati, Yaacob and Muhammad Naqiuddin, Mohd Warid and A., Mohamed (2018) Effect of black rice husk ash on asphaltic concrete properties under aging condition. In: 14th International Conference on Concrete Engineering and Technology, CONCET 2018, 8-9 August 2018 , Kuala Lumpur, Malaysia. pp. 1-6., 431 (3). ISSN 1757-899X https://doi.org/10.1088/1757-899X/431/3/032003
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TE Highway engineering. Roads and pavements
spellingShingle TE Highway engineering. Roads and pavements
Putra Jaya, Ramadhansyah
Noram Irwan, Ramli
Mohd Khairul Idham, Mohd Satar
N.A., Abdullah
Mohd Rosli, Hainin
Norhidayah, Abdul Hassan
Haryati, Yaacob
Muhammad Naqiuddin, Mohd Warid
A., Mohamed
Effect of black rice husk ash on asphaltic concrete properties under aging condition
description The scarcities of natural resources and increment in waste production rates have promoted efforts to investigate the potential incorporation of various by-products in roads construction. Reusing of waste materials such as black rice husk ash (BRHA) in asphaltic concrete was considered as one of the proper management of the waste, which ensures economic and environmental benefits. Hence, this study investigates the effect of black rice husk ash on asphalt mixtures properties under different aging condition. BRHA was added in the asphalt mix in a proportion of 0%, 2%, 4% and 6% by weight of bitumen. 5% optimum bitumen content with 60/70 penetration grade binder was selected for this study. The asphalt mixtures 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 properties of asphalt mixtures were evaluated by voids, stiffness and dynamic creep tests. The results indicate that asphalt mixtures consisting of BRHA have exhibited better performance in term of voids, stiffness and creep modulus when compared to the conventional asphalt mixtures. The STA and LTA mixtures modified with BRHA produced higher performance than the unmodified mixtures. It can be concluded that the optimum additional percentage of BRHA was in the range of 4% to 6%.
format Conference or Workshop Item
author Putra Jaya, Ramadhansyah
Noram Irwan, Ramli
Mohd Khairul Idham, Mohd Satar
N.A., Abdullah
Mohd Rosli, Hainin
Norhidayah, Abdul Hassan
Haryati, Yaacob
Muhammad Naqiuddin, Mohd Warid
A., Mohamed
author_facet Putra Jaya, Ramadhansyah
Noram Irwan, Ramli
Mohd Khairul Idham, Mohd Satar
N.A., Abdullah
Mohd Rosli, Hainin
Norhidayah, Abdul Hassan
Haryati, Yaacob
Muhammad Naqiuddin, Mohd Warid
A., Mohamed
author_sort Putra Jaya, Ramadhansyah
title Effect of black rice husk ash on asphaltic concrete properties under aging condition
title_short Effect of black rice husk ash on asphaltic concrete properties under aging condition
title_full Effect of black rice husk ash on asphaltic concrete properties under aging condition
title_fullStr Effect of black rice husk ash on asphaltic concrete properties under aging condition
title_full_unstemmed Effect of black rice husk ash on asphaltic concrete properties under aging condition
title_sort effect of black rice husk ash on asphaltic concrete properties under aging condition
publisher IOP Publishing
publishDate 2018
url http://umpir.ump.edu.my/id/eprint/22583/
http://umpir.ump.edu.my/id/eprint/22583/
http://umpir.ump.edu.my/id/eprint/22583/1/Effect%20of%20Black%20Rice%20Husk%20Ash%20on%20Asphaltic%20Concrete.pdf
first_indexed 2023-09-18T22:33:42Z
last_indexed 2023-09-18T22:33:42Z
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