Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging

Improvement in transportation system is never been as easy as just providing links for better connection and network but more to do with the pavement quality of the road itself. Modification with agriculture waste is just another approach to enhance the performance of asphaltic concrete. In this stu...

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Main Authors:	Putra Jaya, Ramadhansyah, Mohd Rosli, Hainin, Khairil Azman, Masri, Youventharan, Duraisamy, Ekarizan, Shaffie
Format:	Article
Language:	English
Published:	Blue Eyes Intelligence Engineering & Sciences Publication 2019
Subjects:	TE Highway engineering. Roads and pavements
Online Access:	http://umpir.ump.edu.my/id/eprint/26815/ http://umpir.ump.edu.my/id/eprint/26815/ http://umpir.ump.edu.my/id/eprint/26815/ http://umpir.ump.edu.my/id/eprint/26815/1/Performance%20of%20Charcoal%20Coconut%20Shell%20Ash.pdf

id	ump-26815
recordtype	eprints
spelling	ump-268152020-03-19T02:56:00Z http://umpir.ump.edu.my/id/eprint/26815/ Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging Putra Jaya, Ramadhansyah Mohd Rosli, Hainin Khairil Azman, Masri Youventharan, Duraisamy Ekarizan, Shaffie TE Highway engineering. Roads and pavements Improvement in transportation system is never been as easy as just providing links for better connection and network but more to do with the pavement quality of the road itself. Modification with agriculture waste is just another approach to enhance the performance of asphaltic concrete. In this study, a non-traditional bitumen modifier from a coconut shell which is the charcoal coconut shell ash (CCSA) was used. Addition of CCSA in bitumen with 0%, 2%, 4%, 6%, and 8% by weight of bitumen were investigated along with the laboratory stimulation of aging was applied in this study. Properties of modified asphalt mixture were determined using resilient modulus, dynamic creep and Marshall Stability test. Results of samples with CCSA which underwent aging show some improvement in terms of the stability and permanent deformation characteristics. Resilient modulus, dynamic creep and Marshall Stability tests recorded the highest rates when compared to controlled sample. Hence, for more durable asphalt concrete and high serviceability it is recommended to use 2% to 4% of CCSA. Blue Eyes Intelligence Engineering & Sciences Publication 2019 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/26815/1/Performance%20of%20Charcoal%20Coconut%20Shell%20Ash.pdf Putra Jaya, Ramadhansyah and Mohd Rosli, Hainin and Khairil Azman, Masri and Youventharan, Duraisamy and Ekarizan, Shaffie (2019) Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging. International Journal of Recent Technology and Engineering, 8 (3S3). pp. 383-387. ISSN 2277-3878 https://www.ijrte.org/wp-content/uploads/papers/v8i3s3/C10101183S319.pdf https://doi.org/:10.35940/ijrte.C1010.1183S319
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 Mohd Rosli, Hainin Khairil Azman, Masri Youventharan, Duraisamy Ekarizan, Shaffie Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging
description	Improvement in transportation system is never been as easy as just providing links for better connection and network but more to do with the pavement quality of the road itself. Modification with agriculture waste is just another approach to enhance the performance of asphaltic concrete. In this study, a non-traditional bitumen modifier from a coconut shell which is the charcoal coconut shell ash (CCSA) was used. Addition of CCSA in bitumen with 0%, 2%, 4%, 6%, and 8% by weight of bitumen were investigated along with the laboratory stimulation of aging was applied in this study. Properties of modified asphalt mixture were determined using resilient modulus, dynamic creep and Marshall Stability test. Results of samples with CCSA which underwent aging show some improvement in terms of the stability and permanent deformation characteristics. Resilient modulus, dynamic creep and Marshall Stability tests recorded the highest rates when compared to controlled sample. Hence, for more durable asphalt concrete and high serviceability it is recommended to use 2% to 4% of CCSA.
format	Article
author	Putra Jaya, Ramadhansyah Mohd Rosli, Hainin Khairil Azman, Masri Youventharan, Duraisamy Ekarizan, Shaffie
author_facet	Putra Jaya, Ramadhansyah Mohd Rosli, Hainin Khairil Azman, Masri Youventharan, Duraisamy Ekarizan, Shaffie
author_sort	Putra Jaya, Ramadhansyah
title	Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging
title_short	Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging
title_full	Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging
title_fullStr	Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging
title_full_unstemmed	Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging
title_sort	performance of charcoal coconut shell ash in the asphalt mixture under long term aging
publisher	Blue Eyes Intelligence Engineering & Sciences Publication
publishDate	2019
url	http://umpir.ump.edu.my/id/eprint/26815/ http://umpir.ump.edu.my/id/eprint/26815/ http://umpir.ump.edu.my/id/eprint/26815/ http://umpir.ump.edu.my/id/eprint/26815/1/Performance%20of%20Charcoal%20Coconut%20Shell%20Ash.pdf
first_indexed	2023-09-18T22:41:59Z
last_indexed	2023-09-18T22:41:59Z
_version_	1777416976400908288

Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging

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