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...

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Main Authors:	Putra Jaya, Ramadhansyah, Haryati, Yaacob, Norhidayah, A. H., Mohd Rosli, Hainin, Muhammad Naqiuddin, Mohd Warid, Azman, Mohamed, Abdul Rahim, A. H., Ekarizan, S.
Format:	Conference or Workshop Item
Language:	English
Published:	IOP Science 2019
Subjects:	TE Highway engineering. Roads and pavements
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

id	ump-24209
recordtype	eprints
spelling	ump-242092019-04-24T03:24:19Z http://umpir.ump.edu.my/id/eprint/24209/ Creep and resilient modulus properties of asphaltic concrete containing black rice husk ash Putra Jaya, Ramadhansyah Haryati, Yaacob Norhidayah, A. H. Mohd Rosli, Hainin Muhammad Naqiuddin, Mohd Warid Azman, Mohamed Abdul Rahim, A. H. Ekarizan, S. TE Highway engineering. Roads and pavements 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. IOP Science 2019 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/24209/1/Creep%20and%20resilient%20modulus%20properties%20of%20asphaltic%20concrete%20BRHA.pdf Putra Jaya, Ramadhansyah and Haryati, Yaacob and Norhidayah, A. H. and Mohd Rosli, Hainin and Muhammad Naqiuddin, Mohd Warid and Azman, Mohamed and Abdul Rahim, A. H. and Ekarizan, S. (2019) Creep and resilient modulus properties of asphaltic concrete containing black rice husk ash. In: IOP Conference Series: Earth and Environmental Science, The 12th International Civil Engineering Post Graduate Conference (SEPKA), The 3rd International Symposium on Expertise of Engineering Design (ISEED), 27-28 August 2018 , Johor, Malaysia. pp. 1-7., 220 (012005). ISSN 1755-1315 https://doi.org/10.1088/1755-1315/220/1/012005
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 Haryati, Yaacob Norhidayah, A. H. Mohd Rosli, Hainin Muhammad Naqiuddin, Mohd Warid Azman, Mohamed Abdul Rahim, A. H. Ekarizan, S. Creep and resilient modulus properties of asphaltic concrete containing black rice husk ash
description	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.
format	Conference or Workshop Item
author	Putra Jaya, Ramadhansyah Haryati, Yaacob Norhidayah, A. H. Mohd Rosli, Hainin Muhammad Naqiuddin, Mohd Warid Azman, Mohamed Abdul Rahim, A. H. Ekarizan, S.
author_facet	Putra Jaya, Ramadhansyah Haryati, Yaacob Norhidayah, A. H. Mohd Rosli, Hainin Muhammad Naqiuddin, Mohd Warid Azman, Mohamed Abdul Rahim, A. H. Ekarizan, S.
author_sort	Putra Jaya, Ramadhansyah
title	Creep and resilient modulus properties of asphaltic concrete containing black rice husk ash
title_short	Creep and resilient modulus properties of asphaltic concrete containing black rice husk ash
title_full	Creep and resilient modulus properties of asphaltic concrete containing black rice husk ash
title_fullStr	Creep and resilient modulus properties of asphaltic concrete containing black rice husk ash
title_full_unstemmed	Creep and resilient modulus properties of asphaltic concrete containing black rice husk ash
title_sort	creep and resilient modulus properties of asphaltic concrete containing black rice husk ash
publisher	IOP Science
publishDate	2019
url	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
first_indexed	2023-09-18T22:36:30Z
last_indexed	2023-09-18T22:36:30Z
_version_	1777416630995779584

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

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