Behaviour of hot mix asphalt incorporating untreated and treated waste cooking oil

The recyclability of waste cooking oil (WCO) as rejuvenator for aged asphalt mixture improved the serviceability of pavement itself. Currently, the researcher is exploring the new potential of WCO as modifier for binder modification. However, the issue of compatibility properties in the modification...

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Main Authors: Putra Jaya, Ramadhansyah, Wan Nur Aifa, W. A., Norhidayu, Kasim, Norfarah Nadia, Ismail, Mohd Rosli, Hainin, K. A., Masri, Mastura, Bujang, Zaid Hazim, Al-Saffar
Format: Article
Language:English
Published: Springer 2021
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/31452/
http://umpir.ump.edu.my/id/eprint/31452/1/Behaviour%20of%20Hot%20Mix%20Asphalt%20Incorporating%20Untreated%20and%20Treated%20WCO.pdf
_version_ 1848823774248435712
author Putra Jaya, Ramadhansyah
Wan Nur Aifa, W. A.
Norhidayu, Kasim
Norfarah Nadia, Ismail
Mohd Rosli, Hainin
K. A., Masri
Mastura, Bujang
Zaid Hazim, Al-Saffar
author_facet Putra Jaya, Ramadhansyah
Wan Nur Aifa, W. A.
Norhidayu, Kasim
Norfarah Nadia, Ismail
Mohd Rosli, Hainin
K. A., Masri
Mastura, Bujang
Zaid Hazim, Al-Saffar
author_sort Putra Jaya, Ramadhansyah
building UMP Institutional Repository
collection Online Access
description The recyclability of waste cooking oil (WCO) as rejuvenator for aged asphalt mixture improved the serviceability of pavement itself. Currently, the researcher is exploring the new potential of WCO as modifier for binder modification. However, the issue of compatibility properties in the modification of binder with WCO arises since the poor mechanical performance of asphalt mixture is globally recorded thus reflected the weakness of adhesion bonding inside the pavement material. Basically, the superior mechanical performance of asphaltic concrete exhibited good adhesion bonding between binder-aggregates interaction in bituminous mixture. In fact, the potential of high adhesiveness binding properties is affected by the chemical theory which is mostly related to the polarity factor. Therefore, it is vital to conduct the chemical analysis and microstructure observation to obtain a comprehensive understanding of the polar group behaviour for the internal structure in pavement material that influencing the adhesion performance for the structural arrangement material in the mixture. Therefore, excellent adhesion is capable of improving mechanical performance of Hot Mix Asphalt (HMA). The identification of chemical composition for polarity group determination was identified by using Gas Chromatography-Mass Spectrometry (GC–MS). Meanwhile, the adhesiveness measurement between binder-aggregate interactions in the mixture was observed with Field Emission Scanning Electron Microscope (FESEM) which physically resulting in mechanical performance by conducting resilient modulus test, dynamic creep test and indirect tensile strength (ITS) test. Results showed that the incompatibility characteristic is revealed between untreated WCO and conventional binder (PEN 60/70) based on the identification of polar and non-polar compounds interaction. Thereby, exhibits the existence of gap and void structure arrangement in HMA through FESEM visualization hence affecting the poor mechanical strength of asphalt mixture.
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spelling ump-314522021-09-17T06:13:24Z http://umpir.ump.edu.my/id/eprint/31452/ Behaviour of hot mix asphalt incorporating untreated and treated waste cooking oil Putra Jaya, Ramadhansyah Wan Nur Aifa, W. A. Norhidayu, Kasim Norfarah Nadia, Ismail Mohd Rosli, Hainin K. A., Masri Mastura, Bujang Zaid Hazim, Al-Saffar TE Highway engineering. Roads and pavements The recyclability of waste cooking oil (WCO) as rejuvenator for aged asphalt mixture improved the serviceability of pavement itself. Currently, the researcher is exploring the new potential of WCO as modifier for binder modification. However, the issue of compatibility properties in the modification of binder with WCO arises since the poor mechanical performance of asphalt mixture is globally recorded thus reflected the weakness of adhesion bonding inside the pavement material. Basically, the superior mechanical performance of asphaltic concrete exhibited good adhesion bonding between binder-aggregates interaction in bituminous mixture. In fact, the potential of high adhesiveness binding properties is affected by the chemical theory which is mostly related to the polarity factor. Therefore, it is vital to conduct the chemical analysis and microstructure observation to obtain a comprehensive understanding of the polar group behaviour for the internal structure in pavement material that influencing the adhesion performance for the structural arrangement material in the mixture. Therefore, excellent adhesion is capable of improving mechanical performance of Hot Mix Asphalt (HMA). The identification of chemical composition for polarity group determination was identified by using Gas Chromatography-Mass Spectrometry (GC–MS). Meanwhile, the adhesiveness measurement between binder-aggregate interactions in the mixture was observed with Field Emission Scanning Electron Microscope (FESEM) which physically resulting in mechanical performance by conducting resilient modulus test, dynamic creep test and indirect tensile strength (ITS) test. Results showed that the incompatibility characteristic is revealed between untreated WCO and conventional binder (PEN 60/70) based on the identification of polar and non-polar compounds interaction. Thereby, exhibits the existence of gap and void structure arrangement in HMA through FESEM visualization hence affecting the poor mechanical strength of asphalt mixture. Springer 2021 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/31452/1/Behaviour%20of%20Hot%20Mix%20Asphalt%20Incorporating%20Untreated%20and%20Treated%20WCO.pdf Putra Jaya, Ramadhansyah and Wan Nur Aifa, W. A. and Norhidayu, Kasim and Norfarah Nadia, Ismail and Mohd Rosli, Hainin and K. A., Masri and Mastura, Bujang and Zaid Hazim, Al-Saffar (2021) Behaviour of hot mix asphalt incorporating untreated and treated waste cooking oil. International Journal of Pavement Research and Technology. pp. 1-11. ISSN 1996-6814. (Published) https://doi.org/10.1007/s42947-021-00038-w https://doi.org/10.1007/s42947-021-00038-w
spellingShingle TE Highway engineering. Roads and pavements
Putra Jaya, Ramadhansyah
Wan Nur Aifa, W. A.
Norhidayu, Kasim
Norfarah Nadia, Ismail
Mohd Rosli, Hainin
K. A., Masri
Mastura, Bujang
Zaid Hazim, Al-Saffar
Behaviour of hot mix asphalt incorporating untreated and treated waste cooking oil
title Behaviour of hot mix asphalt incorporating untreated and treated waste cooking oil
title_full Behaviour of hot mix asphalt incorporating untreated and treated waste cooking oil
title_fullStr Behaviour of hot mix asphalt incorporating untreated and treated waste cooking oil
title_full_unstemmed Behaviour of hot mix asphalt incorporating untreated and treated waste cooking oil
title_short Behaviour of hot mix asphalt incorporating untreated and treated waste cooking oil
title_sort behaviour of hot mix asphalt incorporating untreated and treated waste cooking oil
topic TE Highway engineering. Roads and pavements
url http://umpir.ump.edu.my/id/eprint/31452/
http://umpir.ump.edu.my/id/eprint/31452/
http://umpir.ump.edu.my/id/eprint/31452/
http://umpir.ump.edu.my/id/eprint/31452/1/Behaviour%20of%20Hot%20Mix%20Asphalt%20Incorporating%20Untreated%20and%20Treated%20WCO.pdf