Adhesion characterization of palm oil mill sludge modified asphalt binder
The adhesion of mineral aggregates to asphalt binder is an essential point that attributes to the quality and performance of the asphalt mixture. Moreover, the considerable problem to the asphalt pavement could come from the lack of bonding between the materials. Generally, adhesion of mineral agg...
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Universiti Tun Hussein Onn Malaysia
2022
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my.iium.irep.1024382022-12-28T03:13:32Z http://irep.iium.edu.my/102438/ Adhesion characterization of palm oil mill sludge modified asphalt binder Kamarulzaman, M A Mohd Kamaruddin, Nurul Hidayah Mohd Yunus, Khairul Nizam Wan Azahar, Wan Nur Aifa Shamshuddin, Mustafa Kamal Abdullah, Mohd Ezree TE Highway engineering. Roads and pavements TE250 Pavement and paved roads The adhesion of mineral aggregates to asphalt binder is an essential point that attributes to the quality and performance of the asphalt mixture. Moreover, the considerable problem to the asphalt pavement could come from the lack of bonding between the materials. Generally, adhesion of mineral aggregates depends on the source or type of aggregate and asphalt binder. This study investigated the adherence coverage of palm oil mill sludge (POMS) modified binder with granite aggregate. Base asphalt binder of penetration grade 60/70 was blended with 1%,2%,3%,4% and 5% of POMS to produce the modified asphalt binders, respectively. Consequently, POMS modified binders were mixed with the granite aggregate to produce loose mix samples. In this current study, boiling test procedure was used to reduce the adhesive bonding of the loose mix sample. Then, Image J software was used to evaluate the stripping area of the samples. The results from image analysis revealed that different stripping areas due to different amounts of POMS incorporated in the modified asphalt binder. Up to 4% POMS modified asphalt showed an acceptable resistance toward moisture compared to un-modified asphalt. Image J helped to produce a clear stripping result compared to visual observation. In conclusion, POMS could be used as an asphalt modifier with satisfactory adhesion properties Universiti Tun Hussein Onn Malaysia 2022-08-25 Article PeerReviewed application/pdf en http://irep.iium.edu.my/102438/7/102438_Adhesion%20characterization%20of%20palm%20oil%20mill_SCOPUS.pdf application/pdf en http://irep.iium.edu.my/102438/8/102438_Adhesion%20characterization%20of%20palm%20oil%20mill.pdf Kamarulzaman, M A and Mohd Kamaruddin, Nurul Hidayah and Mohd Yunus, Khairul Nizam and Wan Azahar, Wan Nur Aifa and Shamshuddin, Mustafa Kamal and Abdullah, Mohd Ezree (2022) Adhesion characterization of palm oil mill sludge modified asphalt binder. The International Journal of Integrated Engineering, 14 (5). pp. 107-113. ISSN 2229-838X E-ISSN 2600-7916 https://penerbit.uthm.edu.my/ojs/index.php/ijie/article/download/11396/5197/53252 |
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TE Highway engineering. Roads and pavements TE250 Pavement and paved roads Kamarulzaman, M A Mohd Kamaruddin, Nurul Hidayah Mohd Yunus, Khairul Nizam Wan Azahar, Wan Nur Aifa Shamshuddin, Mustafa Kamal Abdullah, Mohd Ezree Adhesion characterization of palm oil mill sludge modified asphalt binder |
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The adhesion of mineral aggregates to asphalt binder is an essential point that attributes to the quality and
performance of the asphalt mixture. Moreover, the considerable problem to the asphalt pavement could come from the lack of bonding between the materials. Generally, adhesion of mineral aggregates depends on the source or type of aggregate and asphalt binder. This study investigated the adherence coverage of palm oil mill sludge (POMS)
modified binder with granite aggregate. Base asphalt binder of penetration grade 60/70 was blended with 1%,2%,3%,4% and 5% of POMS to produce the modified asphalt binders, respectively. Consequently, POMS modified binders were mixed with the granite aggregate to produce loose mix samples. In this current study, boiling test procedure was used to reduce the adhesive bonding of the loose mix sample. Then, Image J software was used to evaluate the stripping area of the samples. The results from image analysis revealed that different stripping areas due to different amounts of POMS incorporated in the modified asphalt binder. Up to 4% POMS modified asphalt showed an acceptable resistance toward moisture compared to un-modified asphalt. Image J helped to produce a clear stripping result compared to visual observation. In conclusion, POMS could be used as an asphalt modifier with
satisfactory adhesion properties |
format |
Article |
author |
Kamarulzaman, M A Mohd Kamaruddin, Nurul Hidayah Mohd Yunus, Khairul Nizam Wan Azahar, Wan Nur Aifa Shamshuddin, Mustafa Kamal Abdullah, Mohd Ezree |
author_facet |
Kamarulzaman, M A Mohd Kamaruddin, Nurul Hidayah Mohd Yunus, Khairul Nizam Wan Azahar, Wan Nur Aifa Shamshuddin, Mustafa Kamal Abdullah, Mohd Ezree |
author_sort |
Kamarulzaman, M A |
title |
Adhesion characterization of palm oil mill sludge modified asphalt binder |
title_short |
Adhesion characterization of palm oil mill sludge modified asphalt binder |
title_full |
Adhesion characterization of palm oil mill sludge modified asphalt binder |
title_fullStr |
Adhesion characterization of palm oil mill sludge modified asphalt binder |
title_full_unstemmed |
Adhesion characterization of palm oil mill sludge modified asphalt binder |
title_sort |
adhesion characterization of palm oil mill sludge modified asphalt binder |
publisher |
Universiti Tun Hussein Onn Malaysia |
publishDate |
2022 |
url |
http://irep.iium.edu.my/102438/7/102438_Adhesion%20characterization%20of%20palm%20oil%20mill_SCOPUS.pdf http://irep.iium.edu.my/102438/8/102438_Adhesion%20characterization%20of%20palm%20oil%20mill.pdf http://irep.iium.edu.my/102438/ https://penerbit.uthm.edu.my/ojs/index.php/ijie/article/download/11396/5197/53252 |
_version_ |
1753788214450061312 |
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13.209306 |