Chemical and physical characteristic of nano charcoal ash from coconut shell in bitumen as alternative binder

Good quality of pavement should have high structural integrity, which provides a strong, smooth, and safe riding surface for road users. In Malaysia, a common type of distress in asphalt pavement is permanent deformation. This study attempts to investigating NCA from coconut shell that is utilized a...

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Main Authors: Putra Jaya, Ramadhansyah, Siti Nur Amiera, Jeffry, Norhidayah, Abdul Hassan, Haryati, Yaacob, Ekarizan, Shaffie, Kamil, Arshad
Format: Book Section
Language:English
Published: Universiti Malaysia Perlis 2020
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/29988/1/GREEN%20Infrastructure-Book%20Chapter.pdf
http://umpir.ump.edu.my/id/eprint/29988/
https://www.unimappress.com.my/green-infrastructure-materials-and-techniques
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spelling my.ump.umpir.299882022-08-18T06:50:22Z http://umpir.ump.edu.my/id/eprint/29988/ Chemical and physical characteristic of nano charcoal ash from coconut shell in bitumen as alternative binder Putra Jaya, Ramadhansyah Siti Nur Amiera, Jeffry Norhidayah, Abdul Hassan Haryati, Yaacob Ekarizan, Shaffie Kamil, Arshad TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements Good quality of pavement should have high structural integrity, which provides a strong, smooth, and safe riding surface for road users. In Malaysia, a common type of distress in asphalt pavement is permanent deformation. This study attempts to investigating NCA from coconut shell that is utilized as the main material in the bitumen modification. The effects of NCA on the bitumen subjected to numerous grinding times are evaluated, and the optimum grinding time that can produce the optimum NCA is determined. The optimum grinding time that showed the highest performance of bitumen was 30 h, which produced the optimum size of 148 nm. The incorporation of NCA increased the stiffness of the bitumen up to 47% and increased the softening point value by approximately 12% higher than the virgin binder. The PI values for the modified bitumen were not within the specified range, but the values did not exceed −2, except for the NCA0 and NCA5. Universiti Malaysia Perlis 2020 Book Section PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/29988/1/GREEN%20Infrastructure-Book%20Chapter.pdf Putra Jaya, Ramadhansyah and Siti Nur Amiera, Jeffry and Norhidayah, Abdul Hassan and Haryati, Yaacob and Ekarizan, Shaffie and Kamil, Arshad (2020) Chemical and physical characteristic of nano charcoal ash from coconut shell in bitumen as alternative binder. In: GREEN Infrastructure : Materials and Techniques. Universiti Malaysia Perlis, Perlis, pp. 97-117. ISBN 978-967-0922-90-4 https://www.unimappress.com.my/green-infrastructure-materials-and-techniques
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
TE Highway engineering. Roads and pavements
spellingShingle TA Engineering (General). Civil engineering (General)
TE Highway engineering. Roads and pavements
Putra Jaya, Ramadhansyah
Siti Nur Amiera, Jeffry
Norhidayah, Abdul Hassan
Haryati, Yaacob
Ekarizan, Shaffie
Kamil, Arshad
Chemical and physical characteristic of nano charcoal ash from coconut shell in bitumen as alternative binder
description Good quality of pavement should have high structural integrity, which provides a strong, smooth, and safe riding surface for road users. In Malaysia, a common type of distress in asphalt pavement is permanent deformation. This study attempts to investigating NCA from coconut shell that is utilized as the main material in the bitumen modification. The effects of NCA on the bitumen subjected to numerous grinding times are evaluated, and the optimum grinding time that can produce the optimum NCA is determined. The optimum grinding time that showed the highest performance of bitumen was 30 h, which produced the optimum size of 148 nm. The incorporation of NCA increased the stiffness of the bitumen up to 47% and increased the softening point value by approximately 12% higher than the virgin binder. The PI values for the modified bitumen were not within the specified range, but the values did not exceed −2, except for the NCA0 and NCA5.
format Book Section
author Putra Jaya, Ramadhansyah
Siti Nur Amiera, Jeffry
Norhidayah, Abdul Hassan
Haryati, Yaacob
Ekarizan, Shaffie
Kamil, Arshad
author_facet Putra Jaya, Ramadhansyah
Siti Nur Amiera, Jeffry
Norhidayah, Abdul Hassan
Haryati, Yaacob
Ekarizan, Shaffie
Kamil, Arshad
author_sort Putra Jaya, Ramadhansyah
title Chemical and physical characteristic of nano charcoal ash from coconut shell in bitumen as alternative binder
title_short Chemical and physical characteristic of nano charcoal ash from coconut shell in bitumen as alternative binder
title_full Chemical and physical characteristic of nano charcoal ash from coconut shell in bitumen as alternative binder
title_fullStr Chemical and physical characteristic of nano charcoal ash from coconut shell in bitumen as alternative binder
title_full_unstemmed Chemical and physical characteristic of nano charcoal ash from coconut shell in bitumen as alternative binder
title_sort chemical and physical characteristic of nano charcoal ash from coconut shell in bitumen as alternative binder
publisher Universiti Malaysia Perlis
publishDate 2020
url http://umpir.ump.edu.my/id/eprint/29988/1/GREEN%20Infrastructure-Book%20Chapter.pdf
http://umpir.ump.edu.my/id/eprint/29988/
https://www.unimappress.com.my/green-infrastructure-materials-and-techniques
_version_ 1743107210949427200
score 13.19449