The influence of coal bottom ash as filler in asphalt mixture

The number of transport or vehicles on the road is increasing, which cause the road pavement or asphalt surface exposed to greater loading. Problems such as permanent deformation, cracking, fatigue, and skidding happened because of this repeated loading. There are many studies have been done to dete...

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Main Authors: Liew Siaw Ing, Nicole, Ng, Cui Ming, Muzamir, Hasan, Putra Jaya, Ramadhansyah, Ekarizan, Shaffie, Nordiana, Mashros, Mohamed, Abdullahi Ali
Format: Conference or Workshop Item
Language:English
Published: Trans Tech Publications, Switzerland 2022
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/33357/
http://umpir.ump.edu.my/id/eprint/33357/1/The%20Influence%20of%20Coal%20Bottom%20Ash%20as%20Filler%20in%20Asphalt%20Mixture.pdf
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author Liew Siaw Ing, Nicole
Ng, Cui Ming
Muzamir, Hasan
Putra Jaya, Ramadhansyah
Ekarizan, Shaffie
Nordiana, Mashros
Mohamed, Abdullahi Ali
author_facet Liew Siaw Ing, Nicole
Ng, Cui Ming
Muzamir, Hasan
Putra Jaya, Ramadhansyah
Ekarizan, Shaffie
Nordiana, Mashros
Mohamed, Abdullahi Ali
author_sort Liew Siaw Ing, Nicole
building UMP Institutional Repository
collection Online Access
description The number of transport or vehicles on the road is increasing, which cause the road pavement or asphalt surface exposed to greater loading. Problems such as permanent deformation, cracking, fatigue, and skidding happened because of this repeated loading. There are many studies have been done to determine the suitable waste materials that can be used in order to improve resistance to rutting and fatigue cracking due to filler hardening and improve adhesion of filler to aggregate. The aim of this study is to investigate the effect of CBA on engineering properties of asphalt mixture. The different percentages of CBA (0%, 2%, 4% and 6%) were added to the asphalt mixture. The 60/70 penetration grade asphalt was used. The performance of the samples was evaluated through Marshall Stability, indirect tensile strength, resilient modulus, dynamic creep and image analysis. From the result obtained, there are significant effect comes from the addition of CBA. The result show that the addition of CBA in range of 2 to 4% produces the best outcomes for the density, stability, stiffness and flow while 6% for indirect tensile strength, dynamic creep and resilient modulus. Thus, it can conclude that the existence of CBA can enhance the performance of asphalt mix.
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spelling ump-333572022-07-12T08:04:45Z http://umpir.ump.edu.my/id/eprint/33357/ The influence of coal bottom ash as filler in asphalt mixture Liew Siaw Ing, Nicole Ng, Cui Ming Muzamir, Hasan Putra Jaya, Ramadhansyah Ekarizan, Shaffie Nordiana, Mashros Mohamed, Abdullahi Ali TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements The number of transport or vehicles on the road is increasing, which cause the road pavement or asphalt surface exposed to greater loading. Problems such as permanent deformation, cracking, fatigue, and skidding happened because of this repeated loading. There are many studies have been done to determine the suitable waste materials that can be used in order to improve resistance to rutting and fatigue cracking due to filler hardening and improve adhesion of filler to aggregate. The aim of this study is to investigate the effect of CBA on engineering properties of asphalt mixture. The different percentages of CBA (0%, 2%, 4% and 6%) were added to the asphalt mixture. The 60/70 penetration grade asphalt was used. The performance of the samples was evaluated through Marshall Stability, indirect tensile strength, resilient modulus, dynamic creep and image analysis. From the result obtained, there are significant effect comes from the addition of CBA. The result show that the addition of CBA in range of 2 to 4% produces the best outcomes for the density, stability, stiffness and flow while 6% for indirect tensile strength, dynamic creep and resilient modulus. Thus, it can conclude that the existence of CBA can enhance the performance of asphalt mix. Trans Tech Publications, Switzerland 2022 Conference or Workshop Item PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/33357/1/The%20Influence%20of%20Coal%20Bottom%20Ash%20as%20Filler%20in%20Asphalt%20Mixture.pdf Liew Siaw Ing, Nicole and Ng, Cui Ming and Muzamir, Hasan and Putra Jaya, Ramadhansyah and Ekarizan, Shaffie and Nordiana, Mashros and Mohamed, Abdullahi Ali (2022) The influence of coal bottom ash as filler in asphalt mixture. In: Key Engineering Materials; 5th World Sustainable Construction Conference, WSCC 2021 , 15 - 16 October 2021 , Virtual, Online. 185 -198., 912. ISSN 1013-9826 (print); 1662-9795 (online) ISBN 978-303571792-1 (Published) https://doi.org/10.4028/p-beny4x
spellingShingle TA Engineering (General). Civil engineering (General)
TE Highway engineering. Roads and pavements
Liew Siaw Ing, Nicole
Ng, Cui Ming
Muzamir, Hasan
Putra Jaya, Ramadhansyah
Ekarizan, Shaffie
Nordiana, Mashros
Mohamed, Abdullahi Ali
The influence of coal bottom ash as filler in asphalt mixture
title The influence of coal bottom ash as filler in asphalt mixture
title_full The influence of coal bottom ash as filler in asphalt mixture
title_fullStr The influence of coal bottom ash as filler in asphalt mixture
title_full_unstemmed The influence of coal bottom ash as filler in asphalt mixture
title_short The influence of coal bottom ash as filler in asphalt mixture
title_sort influence of coal bottom ash as filler in asphalt mixture
topic TA Engineering (General). Civil engineering (General)
TE Highway engineering. Roads and pavements
url http://umpir.ump.edu.my/id/eprint/33357/
http://umpir.ump.edu.my/id/eprint/33357/
http://umpir.ump.edu.my/id/eprint/33357/1/The%20Influence%20of%20Coal%20Bottom%20Ash%20as%20Filler%20in%20Asphalt%20Mixture.pdf